TY - JOUR T1 - Assessment of Trace Element Geochemistry of Hampton Roads Harbor and Lower Chesapeake Bay Area Sediments AN - 18998412; 8704311 AB - When assessing metal sediment concentrations for environmental studies, one major problem is the choice of methods of data analyses. One may attempt to evaluate the data on the basis of absolute metal concentrations, or choose between a variety of other methods. Acid extractable Cd, Co, Cr, Cu, Fe, Mn, Ni, Pb, and Zn were determined in sediments from the Inner Virginia Shelf, and from shipping channels in the lower Chesapeake Bay and Hampton Roads, Virginia, harbor system. Data were evaluated by a variety of techniques. Levels of Cd, Cu, Pb, and Zn exceeded average crustal abundances for most of the study sites. Cumulative frequency curves suggested that there were two major populations for all metals and perhaps a third and smaller one for Cd, Cr, and Mn. Plots of metal vs Fe indicated no anthropogenic inputs of metals for shelf and Chesapeake Bay channel sites, but suggested anthropogenic influences for all metals in several of the inshore sites. Enrichment factor calculations showed enrichment of Cd, Pb, and Zn with respect to average crustal abundances for all sites and of Cu for the industrial harbor system. A recommendation of this study for evaluation of environmental geochemical metals data is to utilize mean concentrations, cumulative frequency plots, and metal vs Fe and/or enrichment factor calculations when evaluating the pollution status of sediments. (Alexander-PTT) JF - Environmental Geology and Water Sciences EGWSEI Vol. 8, No. 4, p 209-219, 1986. 6 fig, 6 tab, 18 ref. Army Corps of Engineers Research contract DACW65-81-C-0051. AU - Rule, J H AD - Old Dominion Univ. Norfolk, VA. Dept. of Geophysical Sciences Y1 - 1986 PY - 1986 DA - 1986 KW - Water Resources Abstracts KW - Trace elements KW - Geochemistry KW - Harbors KW - Chesapeake Bay KW - Sediments KW - Path of pollutants KW - Heavy metals KW - Navigable waters KW - Frequency distribution KW - Channels KW - Concentration KW - Pollutants KW - Anthropogenic sources KW - Extraction KW - SW 0870:Erosion and sedimentation KW - SW 3020:Sources and fate of pollution KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18998412?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Assessment+of+Trace+Element+Geochemistry+of+Hampton+Roads+Harbor+and+Lower+Chesapeake+Bay+Area+Sediments&rft.au=Rule%2C+J+H&rft.aulast=Rule&rft.aufirst=J&rft.date=1986-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Selecting terminal water surface elevations AN - 13813032; 198603535 AB - The initial design terminal water surface elevation and the terminal water surface elevation observed on 4 January 1982, were compared and discussed. On this day, flood flows on Corte Madera creek crested at 7200 ft3 per s and overtopped improvements which had been made on the creek to contain a 7,500 ft3 per s flood. The capacity of the flood control channel had been affected by the sediment bed load. Also, the tendency of high tides to occur the same day as flood flows was statistically significant. JF - Journal of Hydraulic Engineering AU - Dixon, L S AU - Sullivan, BA AD - U.S. Army Corps of Engineers, Sacramento, Calif. Y1 - 1986 PY - 1986 DA - 1986 SP - 428 EP - 431 VL - 112 IS - 5 SN - 0733-9429, 0733-9429 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13813032?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Hydraulic+Engineering&rft.atitle=Selecting+terminal+water+surface+elevations&rft.au=Dixon%2C+L+S%3BSullivan%2C+BA&rft.aulast=Dixon&rft.aufirst=L&rft.date=1986-01-01&rft.volume=112&rft.issue=5&rft.spage=428&rft.isbn=&rft.btitle=&rft.title=Journal+of+Hydraulic+Engineering&rft.issn=07339429&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - FM radiotelemetry coupled with sonic transducers for remote monitoring of water levels in deep aquifers AN - 13811457; 198700583 AB - A Middle East water project is described where 18 wells, each more than 1200 m deep and each costing over one million dollars to construct, provided 80,000 m3 potable water per day to a nearby city. Instrumentation specialists at Waterways Experiment Station, Vicksburg, Miss., U.S.A. provided a complete system for monitoring the piezometric surface in five observation wells where the most remote of these wells is 16 km from the proposed data collection station, the water treatment plant. Surface temperature in the area varied from 50C to minus 4C, with diurnal variations of over 25C, and the depth to the water surface also affected the choice of the monitoring system. A frequency modulated radio telemetry approach was adopted. Components were supplied by Bartex Inc., Annapolis, Md., and included a transducer-transmitter installed at the water treatment plant, a quartz timing device, a transducer, light emitting diodes and switches for monitoring and reading water levels and adjusting frequency of operation. JF - Ground Water Monitoring Review AU - Alderman, J W AD - U.S. Army Corps of Engineers, Winchester, Va. Y1 - 1986 PY - 1986 DA - 1986 SP - 114 EP - 116 VL - 6 IS - 2 KW - Equipment KW - Instrumentation KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13811457?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Ground+Water+Monitoring+Review&rft.atitle=FM+radiotelemetry+coupled+with+sonic+transducers+for+remote+monitoring+of+water+levels+in+deep+aquifers&rft.au=Alderman%2C+J+W&rft.aulast=Alderman&rft.aufirst=J&rft.date=1986-01-01&rft.volume=6&rft.issue=2&rft.spage=114&rft.isbn=&rft.btitle=&rft.title=Ground+Water+Monitoring+Review&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - WALNUT CREEK, CALIFORNIA SUMMARY (FINAL SUPPLEMENT II TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF MAY 1977). AN - 36397933; 640 AB - PURPOSE: Development of flood control measures along upper Pine Creek in Contra Costa County, California, a more comprehensive flood control project involving the entire Walnut Creek basin, is proposed in a supplement to the final environmental impact statement of May 1977. The larger project, including the Pine Creek project, is currently more than 75 percent complete. The project uses levees and modified channels to provide flood protection to Walnut Creek, Concord, Pleasant Hill, and Martinez. The Pine Creek portion of the project would begin at the Bay Area Rapid Transit rights-of-way, and would involve channel modifications for locations along the existing channel and a flood bypass channel to the north Oak Grove Bridge. The preferred plan would use a combination of flood control measures, including a concrete-lined channel, a trapezoidal earth-lined channel, widening of existing channel segments, and small levees. Channel modifications will necessitate the construction of three new bridges--one future bridge will be constructed at a later date by local interests, and there will be two bridge culvert modifications. POSITIVE IMPACTS: The project would reduce erosion in the natural channel and provide flood protection to adjacent areas. Riparian habitat would be planted to mitigate for vegetation losses from construction along the creek. NEGATIVE IMPACTS: Vegetation would be disturbed on approximately 50 acres and aesthetic values would be degraded. Seasonal and daily fluctuations in water flows and temperatures would reduce aquatic habitat diversity. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1960 (P.L. 86-645). PRIOR REFERENCES: For the abstracts of the final EIS and the previous draft supplements, see 77-1218F, Volume 1, Number 11; 83-0652D, Volume 7, Number 12; and 84-0511D, Volume 8, Number 10, respectively. JF - EPA number: 850552, 51 pages, December 27, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Channels KW - Creeks KW - Dikes KW - Dredging KW - Erosion Control KW - Flood Control KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - California KW - Federal Water Pollution Control Act of 1972, Compliance KW - River and Harbor Act of 1960, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397933?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-27&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WALNUT+CREEK%2C+CALIFORNIA+SUMMARY+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1977%29.&rft.title=WALNUT+CREEK%2C+CALIFORNIA+SUMMARY+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1977%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 27, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED RECONSTRUCTION OF M-59 FROM MOUND ROAD TO I-94, MACOMB COUNTY, MICHIGAN (DRAFT SUPPLEMENT TO THE DRAFT ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1982). AN - 36385861; 626 AB - PURPOSE: Improvement of a 10.8-mile section of Michigan 59 (M-59) between Mound Road and Interstate 94 (I-94) in Macomb County, Michigan is proposed. Existing M-59 is predominantly a two-lane, two-way, free-access highway within the project area, except for four- and five-lane cross-sections at the west and east ends. The preferred alternative would involve construction of a freeway along the existing alignment. From Mound Road to Hayes Road, three 12-foot lanes would be constructed in each direction; a 26-foot median would separate the roadways. From North Road to the end of the project, the freeway would feature two 12-foot lanes in each direction, with a median transitioning from 26 feet. Where traffic and safety considerations indicate a need, an additional lane for turning or weaving movements would be added between North Road and the end of the project. This limited-access freeway would have two-lane, one-way service roads and would parallel and incorporate the existing roadway as one service road. Access to the freeway would be controlled via grade separation structures and interchanges. In case of limited revenues and funding, this project could be constructed in stages by building the service roads first and the freeway lanes at a later date. This draft supplement to the draft environmental impact statement proposes the reconstruction of a 1.5 mile segment of M-59, from Mound Road to Kemp Street, east of Van Dyke, in the city of Utica, Macomb County, New York. The existing M-59 freeway would be extended easterly approximately one-half mile to Utica Road. Mound Road would be carried over M-59 by means of a freeway overpass. A diamond-shaped interchange would be located at Mound Road to provide access onto the freeway. At Utica Road, existing M-59 would be converted to an eastbound one-way roadway, and Auburn Road would be designated as a state trunk line and would be used for westbound M-59. Both of these roads would have four 12-foot lanes. In addition, the Auburn Road bridge over the Clinton River would be replaced to accommodate trunk line traffic. Total costs of rights-of-way acquisition and construction are estimated at $19.2 million and $82.0 million, respectively. Construction of a four-level interchange at M-53 would increase the cost of the project by $12.0 million. Rights-of-way costs for the Utica project are estimated at $4.8 million. POSITIVE IMPACTS: Reconstruction of this section of M-59 as a freeway would increase safety by relieving congestion and reducing traffic flow conflicts, accommodate both present and future traffic volumes, improve accessibility to properties adjacent to M-59 and beyond the immediate area, result in fuel conservation, improve the profitability of businesses in the area, increase the value of taxable property, and complete a vital section of a regional transportation system. This alternative conforms with the city of Utica's proposal to construct M-59 to be compatible with its downtown area and to avoid the Utica Memorial Site, which qualifies as Section 4(f) land. NEGATIVE IMPACTS: Rights-of-way development would result in displacement of 23 residences and 41 businesses. Acquisition of land and displacement of these structures would reduce the local tax base in the short term. Construction activities would result in removal of some natural and ornamental vegetation in the rights-of-way, and expansion of the area under pavement would increase surface runoff of stormwater. In addition, the facility would modify 10 to 12 drainages and cross the Main, Middle, and North branches of the Clinton River, taking significant portions of the 100-year floodplain of these waterways. Encroachment on the floodplain could affect the folding characteristics of the Clinton River drainage basin, particularly within the watersheds of the North and Middle branches of the river. The freeway would traverse a nonattainment area for photochemical oxidants, and ambient noise levels would increase somewhat. LEGAL MANDATES: Executive Order 11988, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 82-0827D, Volume 6, Number 12. JF - EPA number: 850551, 49 pages and maps, December 27, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MICH-EIS-82-02-DS KW - Air Quality Assessments KW - Drainage KW - Farmlands KW - Flood Hazards KW - Floodplains KW - Geologic Surveys KW - Highway Structures KW - Historic Sites KW - Hydrologic Assessments KW - Land Acquisitions KW - Noise Assessments KW - Relocations-Property Acquisitions KW - Roads KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Transportation KW - Vegetation Surveys KW - Water Quality KW - Watersheds KW - Michigan KW - Executive Order 11988, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385861?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-27&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+RECONSTRUCTION+OF+M-59+FROM+MOUND+ROAD+TO+I-94%2C+MACOMB+COUNTY%2C+MICHIGAN+%28DRAFT+SUPPLEMENT+TO+THE+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.title=PROPOSED+RECONSTRUCTION+OF+M-59+FROM+MOUND+ROAD+TO+I-94%2C+MACOMB+COUNTY%2C+MICHIGAN+%28DRAFT+SUPPLEMENT+TO+THE+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 27, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ICE RELATED FLOOD CONTROL PROJECT FOR THE DELAWARE RIVER, PORT JERVIS, NEW YORK AND THE BOROUGH OF MATAMORAS AND WESTFALL TOWNSHIP, PENNSYLVANIA. AN - 36397239; 645 AB - PURPOSE: A solution to the ice-related flooding problem in the area of the city of Port Jervis, New York and the borough of Matamoras and Westfall Township, Pennsylvania is proposed. The area is located on the upper mainstem of the Delaware River in the vicinity of the confluence of the Delaware and Neversink rivers near the New York, Pennsylvania, and New Jersey boundary. The selected plan consists of a clear-cut of trees within a 200-foot channel width following the alignment of the existing natural channel on the southeast side of the Mashipacong Island in Montague Township, Sussex County, New Jersey. Approximately 57 acres and some 2,300 trees would be cleared. Clearing would involve removal by chainsaw of all woody vegetation and surrounding brush. Cut lumber and debris would be taken offsite. An access road would be constructed for initial construction and subsequent maintenance of the project by upgrading an existing farm road paralleling the diversion channel on the north side of Mashipacong Island. Permanent land easements for 253 acres, of which 69 acres are owned by the National Park Service, would be acquired by the sponsors as part of the project. Maintenance would entail cutting of tree saplings by chainsaw and removal of any downed timber or debris from the channel. In order to facilitate access and minimize environmental impact, maintenance would be performed in late autumn after most plant dieback has occurred. Maintenance would be the responsibility of the local sponsor(s), but the project will be inspected annually by the Corps of Engineers. The selected plan maximizes net benefits and has a benefit-cost ratio of 1.4. The estimated first cost of construction is $954,100, with annual operation and maintenance costs of $13,000. POSITIVE IMPACTS: The performance of the project is such that stages for ice-related floods equal to or less than the magnitude of the 81-foot event would be essentially reduced to zero damage stage. In addition, a lesser degree of protection would be provided for ice-related floods of a higher magnitude. Average annual damage reduction would be $1.2 million. Short-term benefits would result from temporary employment during construction. NEGATIVE IMPACTS: Short-term detrimental impacts would result primarily from construction activities: the resulting dust, noise, and truck traffic will cause disruption proportionately to their relative distance and duration. Long-term detrimental impacts involve habitat modification, affecting wetland viability by reducing tree numbers. Although a certain degree of recovery could be expected, maintenance activities would generally prevent development into a mature forest for the life of the project. LEGAL MANDATES: Executive Orders 11988 and 11990, Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), and Flood Control Act of 1948 (33 U.S.C. 701s). JF - EPA number: 850556, 173 pages and maps, December 24, 1985 PY - 1985 KW - Water KW - Channels KW - Cost Assessments KW - Cultural Resources Management KW - Easements KW - Flood Control KW - Floodplains KW - Historic Sites Surveys KW - Ice Control KW - Land Management KW - Relocations-Property Acquisitions KW - Rivers KW - Roads KW - Timber Management KW - Vegetation KW - Waterways KW - Wetlands KW - Wildlife KW - Wildlife Habitat KW - New York KW - Pennsylvania KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance KW - Flood Control Act of 1948, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397239?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-24&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ICE+RELATED+FLOOD+CONTROL+PROJECT+FOR+THE+DELAWARE+RIVER%2C+PORT+JERVIS%2C+NEW+YORK+AND+THE+BOROUGH+OF+MATAMORAS+AND+WESTFALL+TOWNSHIP%2C+PENNSYLVANIA.&rft.title=ICE+RELATED+FLOOD+CONTROL+PROJECT+FOR+THE+DELAWARE+RIVER%2C+PORT+JERVIS%2C+NEW+YORK+AND+THE+BOROUGH+OF+MATAMORAS+AND+WESTFALL+TOWNSHIP%2C+PENNSYLVANIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Philadelphia, Pennsylvania; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 24, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SURFACE ACTION GROUP HOMEPORTING, STAPLETON-FORT WADSWORTH COMPLEX, STATEN ISLAND, NEW YORK (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF FEBRUARY 1985). AN - 36398119; 602 AB - PURPOSE: Location of a Surface Action Group Homeport on Staten Island, New York is proposed. The analysis contained in this supplement addresses the environmental, social, and economic impacts of certain potential changes in the facilities at Stapleton and Fort Wadsworth, and the impacts of constructing approximately 1,700 units of family housing at a number of sites in Brooklyn and Staten Island. Facilities would be located at two sites. Ship berthing and associated maritime activities would occur along the Stapleton waterfront, and administrative, personnel, and related functions would be situated at Fort Wadsworth, approximately 1.25 miles south of Stapleton. One battleship, one cruiser, three destroyers, and two fast frigates would be berthed at two piers on the waterfront, and auxiliary watercraft would be sheltered in a mooring basin near these piers. A new bulkhead wall would be constructed along the site's 4,700-foot length. Ship repair and maintenance facilities, a waterfront operations center, warehouse, outdoor storage, and a steam generating plant would be constructed on an adjacent 36-acre site. New construction at Fort Wadsworth would total approximately 575,000 square feet. The homeport would have a personnel complement of approximately 4,607 military personnel and 995 civilians. Construction is estimated to cost $377 million. POSITIVE IMPACTS: National policy calling for expansion of the country's naval forces to 600 ships would be implemented by providing the Navy with additional facilities near areas of industrial-maritime concentration. Commercial redevelopment would occur in the older, decaying waterfront community, and the historic buildings at Fort Wadsworth would be rehabilitated. Construction activities would generate 6,200 jobs. NEGATIVE IMPACTS: Concentrations of military families within any particular community would place added burdens on schools, fire and police services, housing, recreation, and other services not balanced by increased tax revenues. Significant peak-hour traffic would stress local thoroughfares and increase air and noise pollution. The facility would use 860 billion British thermal units per year of oil, gas, and electric power. Approximately 6.2 acres of aquatic habitat would be replaced by 8 acres of under-pier and 47 acres of inter-pier habitat. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (13 U.S.C. 1431 et seq.); and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 84-0566D, Volume 8, Number 11, and 85-0140F, Volume 9, Number 3, respectively. JF - EPA number: 850548, 371 pages and maps, December 20, 1985 PY - 1985 KW - Water KW - Bulkheads KW - Coastal Zones KW - Community Facilities KW - Cultural Resources Surveys KW - Disposal KW - Dredging KW - Employment KW - Energy Consumption KW - Floodplains KW - Harbor Structures KW - Historic Sites KW - Military Facilities (Navy) KW - Neighborhood Rehabilitation KW - Noise KW - Sediment Analyses KW - Ships KW - Steam Generators KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36398119?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=I-59%2FU.S.+84%2C+LAUREL+BYPASS%2C+JONES+COUNTY%2C+MISSISSIPPI.&rft.title=I-59%2FU.S.+84%2C+LAUREL+BYPASS%2C+JONES+COUNTY%2C+MISSISSIPPI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Navy, Naval Facilities Engineering Command, Philadelphia, Pennsylvania; NAVY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MULTIPURPOSE DEEPWATER PORT AND CRUDE OIL DISTRIBUTION SYSTEM AT GALVESTON, TEXAS (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1979). AN - 36403777; 605 AB - PURPOSE: Construction of a multipurpose deepwater port and crude-oil distribution system at Galveston, Texas is proposed. The Galveston, Inner Bar, and Outer Bar channels, as well as a turning basin located in the Galveston Channel, would be deepened to 54 feet below mean low water (MLW); the Galveston Bay Entrance Channel would be deepened to 56 feet below MLW and extended 21.4 nautical miles into the Gulf of Mexico; and an emergency turning basin located along the New Entrance Channel would be dredged to 56 feet below MLW. The width of the proposed channel would be 450 to 1,000 feet in the Galveston Channel, 800 feet in the Inner Bar and Outer Bar channels and the Galveston Bay Entrance Channel, and 600 feet in the New Entrance Channel. Dredged material would be deposited at various sites, depending on the type of material dredged. Tanker-berthing and terminal facilities with oil off-loading equipment designed to simultaneously accommodate two very large crude carriers would be located on the southeastern shore of Pelican Island. Two unloading pipelines would carry the oil from the terminal to a tank farm near Texas City, from which individual pipelines would transport the oil to Houston, Freeport, and Nederland. The estimated total cost of the project is $332 million. This supplement to the final environmental impact statement includes a worst case oil spill analysis and discusses the environmental impacts of induced bulk commodities activities. Thirty-six hypothetical worst case oil spill scenarios that might be associated with four project alternatives were developed and computer simulated to project oil movements for spills that might occur within Galveston Bay or offshore of the bay. If any worst case oil spill were to occur, oil would probably eventually contact most of the bay system and could cause serious impacts to the fish, wildlife, wetlands, and water quality of the Galveston Bay area. However, the probability of occurrence of the large oil spill events considered is highly unlikely. POSITIVE IMPACTS: The deeper draft channel and berthing facilities would permit increased shipment of bulk oil products to the Galveston area with reduced tanker traffic and would decrease the chance of oil spills. Economic benefits to the Galveston-Houston area would include a short-term boost of $731 million, with creation of 2,357 construction-related jobs and 2,391 support-related jobs, and a long-term increase of $36 million annually, with creation of 74 new permanent positions at the oil-handling facilities and 230 permanent support jobs. NEGATIVE IMPACTS: Depending on the tank farm site selected, the project would eliminate 678 to 789 acres of pastureland, 590 to 1,030 acres of cropland, 434 acres of manmade land, 79 to 383 acres of cordgrass prairie, 125 acres of floodplain hardwood forest, 27 acres of salt flats, 20 acres of cypress swamp, 18 acres of upland oak-pine forest, and 9 acres of salt marsh. Construction and maintenance dredging would increase turbidity, resuspend nutrients and toxicants, and lower levels of dissolved oxygen, thereby destroying benthic life, disturbing the aquatic food chain, and reducing fishery shrimp resources. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 79-0875D, Volume 3, Number 8, and 79-1385F, Volume 3, Number 12, respectively. JF - EPA number: 850542, 2 volumes, December 16, 1985 PY - 1985 KW - Water KW - Channels KW - Disposal KW - Dredging KW - Employment KW - Farmlands KW - Fisheries KW - Floodplains KW - Forests KW - Marine Systems KW - Oil Spills KW - Petroleum KW - Pipelines KW - Ships KW - Terminal Facilities KW - Wetlands KW - Gulf of Mexico KW - Texas KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403777?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MULTIPURPOSE+DEEPWATER+PORT+AND+CRUDE+OIL+DISTRIBUTION+SYSTEM+AT+GALVESTON%2C+TEXAS+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1979%29.&rft.title=MULTIPURPOSE+DEEPWATER+PORT+AND+CRUDE+OIL+DISTRIBUTION+SYSTEM+AT+GALVESTON%2C+TEXAS+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1979%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Galveston, Texas; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SHEEPSHEAD BAY, BROOKLYN, NEW YORK, SECTION 107 - DETAILED PROJECT REPORT. AN - 36398576; 601 AB - PURPOSE: Modification of the existing federal navigation channel within Sheepshead Bay in Brooklyn, New York is proposed to allow for free passage of fishing vessels berthed in the bay. The study area is located in Kings County in a southeastern portion of Brooklyn and extends from within Sheepshead Bay easterly and southerly for a distance of approximately two miles to deep water in Rockaway Inlet. The recommended project plan would involve realigning the existing channel and extending it into deep water in Rockaway Inlet from a point just west of Pier 10 within the bay. Specifically, the channel would be deepened to 10 feet below mean low water (MLW) within the bay and to 12 feet below MLW outside the bay. The channel would also be widened to 200 feet within the bay and 250 feet outside the bay. A turning basin would be dredged adjacent to the channel in the bay; the basin would have a depth of 10 feet below MLW. While material dredged from the channel during maintenance operations could be disposed of at Kingsborough Community College beach, the future need for sand, the availability of the site, and interactive effects of the project would have to be considered prior to future maintenance disposal; therefore, unrestricted ocean disposal would initially be considered the method of choice. First cost of the project is estimated at $437,000 at July 1983 price levels, and the estimated benefit-cost ratio is 1.93. POSITIVE IMPACTS: Removal of shoaled sediment and enlargement of the channel would allow safe passage for fishing vessels from the bay through the Rockaway Inlet. Accidents and delays associated with the narrow, shoal-clogged channel would be eliminated. Both commercial and recreational boating would benefit from the plan. NEGATIVE IMPACTS: Removal of 14,600 cubic yards of bay bottom due to dredging would damage benthic resources within the bay. Turbidity caused by dredging and disposal activities would temporarily degrade local water quality. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.); Executive Order 11990; Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0661D, Volume 7, Number 12. JF - EPA number: 850541, 398 pages, December 11, 1985 PY - 1985 KW - Water KW - Bays KW - Beaches KW - Channels KW - Cost Assessments KW - Disposal KW - Dredging KW - Navigation KW - Ocean Dumping KW - Recreation Resources KW - Socioeconomic Assessments KW - Water Quality KW - Waterways KW - New York KW - Rockaway Inlet KW - Sheepshead Bay KW - Endangered Species Act of 1973, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - National Historic Preservation Act of 1966, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36398576?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-11&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SHEEPSHEAD+BAY%2C+BROOKLYN%2C+NEW+YORK%2C+SECTION+107+-+DETAILED+PROJECT+REPORT.&rft.title=SHEEPSHEAD+BAY%2C+BROOKLYN%2C+NEW+YORK%2C+SECTION+107+-+DETAILED+PROJECT+REPORT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 11, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MANAGEMENT AND CONTROL OF HYDRILLA IN THE POTOMAC RIVER AND TRIBUTARIES BETWEEN CHAIN BRIDGE IN WASHINGTON, DISTRICT OF COLUMBIA, AND THE US ROUTE 301 BRIDGE NEAR MORGANTOWN, MARYLAND. AN - 36392527; 599 AB - PURPOSE: A program for control of hydrilla and other nuisance plants in the Potomac River and tributaries between Chain Bridge in Washington, District of Columbia, and the US Route 301 bridge near Morgantown, Maryland, using mechanical harvesting, is proposed. Hydrilla was found to be an aggressive submerged aquatic plant capable of restricting commercial navigation, recreational boating, swimming, fishing, and other water-related activities. Hydrilla was projected to spread to approximately 36,000 acres of water surface in the study area over 10 years. It was further determined that a significant amount of other species of submerged aquatic vegetation (SAV) occurs in the Potomac River and that these species would also require control where they pose conflicts to use of the river. The program would involve clearing 60-foot-wide connecting channels and 30-foot-wide pier channels from open waters. Within the next 10 years, implementation of the program would require control of approximately 290 acres of hydrilla and other nuisance plants involving approximately 3,400 commercial and recreational boat slips and 50 boating ramps. It is estimated that harvesting operations would be required on an average of twice a growing season and that the harvested materials would require upland disposal at sites identified by the local sponsors. Where the proposed actions result in adverse effects, the impacts are considered minor and temporary and are substantially outweighed by the benefits received by the public interests that use the river. The projected average annual cost for the program is estimated at $276,000 for the period 1986-1995. The total annual benefits are estimated at $2.54 million for a benefit-to-cost ratio of 9.2 to 1. POSITIVE IMPACTS: Harvesting may have a beneficial effect on species diversity and may eventually decrease the need for harvesting. Removal of plants from the water achieves a degree of nutrient removal that may be beneficial. Also, plant removal reduces the possibility of a sag in dissolved oxygen that can occur when plants are left to decompose in the water. The harvesting would have a beneficial impact on recreational and commercial water-based activities. It is estimated that approximately $2 million in average annual recreational benefits would be restored by implementation of the aquatic plant control program. It is also estimated that approximately $520,000 in average annual commercial benefits would be restored. Control of heavily infested areas should also improve safety in the river and have a positive effect on aesthetics by preventing hydrilla from growing to the surface. NEGATIVE IMPACTS: Finfish within the immediate project area may be temporarily disturbed by the mechanical action and noise of the harvester. Destruction of hydrilla will result in the loss of a vegetative substrate for the production of fish food organisms. Some fish may be harvested along with the plants. The change in food species availability may result in a minute change in waterfowl feeding. Minor, temporary adverse impacts on air quality, noise levels, and traffic may result from the use of mechanical harvesters. LEGAL MANDATES: Coastal Zone Management Act of 1972, as amended (43 U.S.C. 1241), Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Estuary Protection Act of 1968 (16 U.S.C. 1221 et seq.), and Executive Orders 11988 and 11990. JF - EPA number: 850531, 290 pages and maps, December 5, 1985 PY - 1985 KW - Water KW - Biocontrol KW - Birds KW - Channels KW - Cost Assessments KW - Creeks KW - Fish KW - Harbor Improvements KW - Plant Control KW - Recreation KW - Rivers KW - Vegetation KW - Water Management KW - Waterways KW - District of Columbia KW - Maryland KW - Coastal Zone Management Act of 1972, Funding KW - Endangered Species Act of 1973, Compliance KW - Estuary Protection Act of 1968, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392527?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=U.S.+HIGHWAY+65+BYPASS+IN+PINE+BLUFF%2C+JEFFERSON+COUNTY%2C+ARKANSAS.&rft.title=U.S.+HIGHWAY+65+BYPASS+IN+PINE+BLUFF%2C+JEFFERSON+COUNTY%2C+ARKANSAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Baltimore, Maryland; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MOBILE HARBOR, ALABAMA, CHANNEL IMPROVEMENTS AND OFFSHORE DREDGED MATERIAL DISPOSAL (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1980). AN - 36385303; 593 AB - PURPOSE: Dredging of channels, turning basins, and anchorages in Mobile Harbor, Mobile County, Alabama is proposed. The project would feature enlargement of the 7.8-mile channel from the Gulf of Mexico to Mobile Bay to a depth of 57 feet and a width of 600 feet; enlargement of the 29-mile channel through Mobile Bay to a depth of 55 feet and a width of 400 feet; enlargement of the 4.2-mile harbor entrance channel to a depth of 55 feet and a width of 650 feet; construction of a 4,000-foot-long, 600-foot-wide, 40-foot-deep anchorage area on the east side of the entrance channel; provision of a turning basin, 40 feet deep, 1,500 feet wide, and 1,500 feet long, north of the anchorage area and south of Little Sand Island; and provision of a passing lane at mid-bay, three miles long with a width of 625 feet for at least two miles. Approximately 31.3 million cubic yards of dredged material from the upper bay reach would be placed in a 1,000-acre island area offshore of the Brookley Industrial Complex. The remaining 55.6 million cubic yards of dredged material from the lower bay reach and all future maintenance material from the entire bay channel (approximately 4.1 million cubic yards annually) would be excavated by hydraulic dredge to a gulf disposal area. This final supplement considers the impacts that could result from offshore disposal of dredged material from construction and maintenance of the improved channel. Based on characteristics of the offshore areas, two sites southwest of the mouth of Mobile Bay were chosen for detailed impact analysis. POSITIVE IMPACTS: Expansion of the harbor would allow its use by larger, more economical vessels and would ease movement of all vessels to prevent costly delays in shipping. The landfill next to the Brookley Industrial Complex would create space for future industrial development. The Mobile North and the Mobile South offshore sites would provide environmentally suitable areas for disposal of dredged materials. Offshore currents in these areas would be sufficient to erode and transport deposited material in either a westerly or north-south fluctuating direction, causing dispersion and mixing of the dredged material until it becomes indistinguishable from natural bottoms. NEGATIVE IMPACTS: Dredging and disposal would release polluted material into the waters of the bay, destroy benthic habitat, and cause temporary turbidity. Alteration of salinity levels and circulation patterns in the bay would reduce sport fishing opportunities. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610); and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstracts of the final environmental impact statement and the draft supplement to the final environmental impact statement, see 81-0537F, Volume 5, Number 7, and 85-0132D, Volume 9, Number 3, respectively. JF - EPA number: 850530, 386 pages, December 5, 1985 PY - 1985 KW - Water KW - Bays KW - Channels KW - Disposal KW - Dredging KW - Fisheries KW - Harbor Structures KW - Harbors KW - Landfills KW - Marine Surveys KW - Navigation KW - Section 404(b) Statements KW - Sediment Analyses KW - Waterways KW - Alabama KW - Gulf of Mexico KW - Mobile Bay KW - Mobile Harbor KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization KW - Water Resources Development Act of 1976, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385303?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MOBILE+HARBOR%2C+ALABAMA%2C+CHANNEL+IMPROVEMENTS+AND+OFFSHORE+DREDGED+MATERIAL+DISPOSAL+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1980%29.&rft.title=MOBILE+HARBOR%2C+ALABAMA%2C+CHANNEL+IMPROVEMENTS+AND+OFFSHORE+DREDGED+MATERIAL+DISPOSAL+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ROUTE 6 FROM INTERSTATE ROUTE 52 IN KILLINGLY, CONNECTICUT TO INTERSTATE ROUTE 295 IN JOHNSTON, RHODE ISLAND. AN - 36398667; 582 AB - PURPOSE: Roadway alternatives for improvement of east-west movement of goods and services between Rhode Island and western points are proposed. The alternatives considered include the no-build option, upgrading the existing highway, and four new location alignments. The project study area extends approximately 19 miles, beginning at Route 52 in Killingly, Connecticut along the Connecticut Turnpike Extension and continuing on Route 6 in Rhode Island, terminating at I-295 in Johnston. The study corridor includes the Scituate Bypass section of Route 6, but not Danielson Pike, which travels into the village of North Scituate. A 2,000-foot wide band has been designated as the study corridor, extending 1,000 feet on either side of the center line of Route 6. The total acreage estimated for the entire corridor, which passes through four communities, is 5,600 acres. In the no-build alternative, improvements are limited to roadway resurfacing and guardrail, drainage, and side of road improvements. Alternative 2 considers the potential for increased public transit service in the corridor. Alternative 3 would upgrade the roadway with four 12-foot travel lanes and two 10-foot shoulders in the urban and causeway segments. The urban segment has a concrete median barrier with selected openings. The rural segments would provide four 12-foot travel lanes, 4-foot left shoulders next to a 52-foot grass median, and 2-foot offsets along the outside curbs. Alternative 4 provides four 12-foot travel lanes, a 14-foot center lane for left turns, and 2-foot curb offsets. The rural segment provides a four-lane median and shoulder cross-section. Four basic new alignment alternatives were analyzed in Johnston and part of Scituate. The construction of an upgraded Route 6 under alternatives 3, 4, and 5 ranged in cost from $36 to $38 million. The use of new location alignments would increase the above figures by $11 to $24 million. The total costs associated with the alternatives equal $73 to $83 million. POSITIVE IMPACTS: Implementation of the upgrade options would provide a much improved, smooth, and orderly route without congestion. The roadway improvements would reduce travel time and would greatly enhance traffic conditions, hence reducing the accident rate. Commercial and personal business trips would be facilitated, resulting in accrued fuel and time cost savings. Wider travel lanes and improved roadway configurations would enhance access for existing community services. Median openings are strategically located to facilitate emergency access for both fire and police vehicles. NEGATIVE IMPACTS: Potential impacts to flood hazard areas are the greatest in Alternative 3, in which 6.4 acres would be affected. Wetland removals will be greatest under Alternative 3. Potential impacts resulting from new alignment options are considered more significant, as several wetlands would be bisected by the new roadway alternatives. Severe impacts on agricultural lands and wildlife habitat would result from the implementation of the new location alternatives due to the association of the sites with active farmland. The North Scituate Village Historic District and the Daniel Eddy Homestead would be impacted by the upgrade alternatives. A four-foot high barrier proposed under alternatives 3 and 5 will create adverse impacts to the cohesion of neighborhoods. Significant visual impacts will occur in the urbanized areas of Johnston and Scituate as the result of the displacement of residential and commercial structures. Roadway improvements would affect the local and regional economy by altering the municipal tax base, causing the displacement of business activities and resulting in the loss of jobs. Alternatives 3, 4, and 5 involve displacements to residential and commercial development resulting in 51, 43, and 49 displacements, respectively. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Orders 11988 and 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850368, 486 pages and maps, December 4, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-RI-EIS-85-01-D KW - Central Business Districts KW - Commercial Zones KW - Cost Assessments KW - Drainage KW - Employment KW - Farmlands KW - Floodplains KW - Highway Structures KW - Highways KW - Historic Sites KW - Noise KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - Connecticut KW - Rhode Island KW - Department of Transportation Act of 1966, Historic Sites KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36398667?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ROUTE+6+FROM+INTERSTATE+ROUTE+52+IN+KILLINGLY%2C+CONNECTICUT+TO+INTERSTATE+ROUTE+295+IN+JOHNSTON%2C+RHODE+ISLAND.&rft.title=ROUTE+6+FROM+INTERSTATE+ROUTE+52+IN+KILLINGLY%2C+CONNECTICUT+TO+INTERSTATE+ROUTE+295+IN+JOHNSTON%2C+RHODE+ISLAND.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Providence, Rhode Island; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WAIKOLOA BEACH RESORT, WAIKOLOA, SOUTH KOHALA DISTRICT, ISLAND OF HAWAII (INFORMATIONAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1985). AN - 36397661; 596 AB - PURPOSE: Creation of a recreational lagoon is proposed for the Waikoloa beach resort on the island of Hawaii. The work would be performed in conjunction with plans to develop a major resort complex in the Waikoloa beach resort area. The proposed action would involve excavation of a five-acre lagoon that would include an artificial beach area for safe water recreation adjacent to Waiulua Bay. The remaining anchialine ponds on the Waikoloa beach resort properties would be filled, and a foot bridge would connect the northern and southern sides of Waiulua Bay. Three luxury resort hotels and a luxury resort condominium would be constructed partly or wholly atop the filled ponds. A new 12-acre anchialine pond preservation area would be created within the resort area. The applicants' proposed development would involve approximately 130 acres of the coastal portion of the Waikoloa beach resort properties. This informational supplement is intended to inform the public of continued permit evaluation of the subject permit application. POSITIVE IMPACTS: The resort development would increase employment opportunities and economic activity in Hawaii County and would serve as a major tourist destination. The lagoon would serve as a safe recreation area along the shoreline, and the fill would raise the habitable structures above the estimated tsunami inundation level. NEGATIVE IMPACTS: The proposed action would decrease the number of anchialine ponds, a unique type of aquatic ecosystem containing unique organisms. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements see 85-0186D, Volume 9, Number 4, and 85-0496F, Volume 9, Number 10, respectively. JF - EPA number: 850526, 101 pages, December 4, 1985 PY - 1985 KW - Water KW - Beaches KW - Coastal Zones KW - Employment KW - Fisheries KW - Flood Protection KW - Hotels KW - Housing KW - Lagoons KW - Landfills KW - Marine Systems KW - Recreation Facilities KW - Resorts KW - Site Planning KW - Water Resources KW - Wetlands KW - Hawaii KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397661?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WAIKOLOA+BEACH+RESORT%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII+%28INFORMATIONAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1985%29.&rft.title=CONFINED+DISPOSAL+FACILITY%2C+GREEN+BAY+HARBOR%2C+WISCONSIN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ATCHAFALAYA BASIN FLOODWAY SYSTEM, LOUISIANA (INFORMATIONAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JANUARY 1982). AN - 36393999; 597 AB - PURPOSE: Implementation of flood-control measures in the Atchafalaya Basin Floodway System of Louisiana is proposed. The system, which constitutes a safety valve for the floodwaters of the Mississippi River, lies within the parishes of Concordia, Avoyelles, Pointe Coupee, St. Landry, Iberville, St. Martin, Iberia, Assumption, Lafourche, Terrebonne, and St. Mary. The project would involve retention in the distribution of present flows by the Old River control structure to the Red and Mississippi rivers; modification of existing levees, channels, culverts, and related structures to increase the level of flood protection in the basin; stabilization of banks along the Atchafalaya River above river mile 55; construction of training works on the main channel of the Atchafalaya Basin above Morgan City; realignment of four principal distributaries of the Atchafalaya River to provide for sediment control; alteration of the distribution of outlet flows conveyed through the Wax Lake Outlet; enlargement of the Wax Lake Outlet; construction of training works below Morgan City; extension of the Avoca Island levee; installation of various recreational facilities; development of water resources management units; construction of a freshwater diversion structure at Courtableau and Sherburne to provide inflow from the Atchafalaya River to the Henderson Lake and Alabama Bayou areas; and implementation of a real estate mechanism for purchase of land and easements to provide for those interests needed to serve three basic functions, namely, flood control, environmental protection, and public access. This supplemental information report indicates a change in the levee alignment for the proposed Wax Lake Outlet Control Weir described in the final EIS. A weir must be constructed across Six Mile Lake to allow 30 percent of the low to normal flows of the Atchafalaya River to reach the gulf through the Wax Lake Outlet, with the remaining 70 percent to be conveyed to the gulf via the Lower Atchafalaya River. For flows exceeding 600,000 cubic feet per second (cfs) in the basin, the weir and its low-connecting levees would be overtopped. Due to soil stability problems encountered during the project design process, the weir location must be moved downstream from that originally proposed. Compared to the original alignment, the revised weir/levee alignment would be 8,800 feet shorter, and the weir would be two miles downstream. Maximum elevations would be two feet higher than planned; the opening has been widened from 450 feet to 850 feet. Estimated cost of the project is approximately $988 million, and the annual cost of operation and maintenance of facilities is estimated at $16 million. Cost of the nonstructural real estate feature of the plan is estimated at $168.7 million. POSITIVE IMPACTS: The project would contribute to flood control and preservation of cultural and natural resources in the basin by slowing the sedimentation rate in the Lower Atchafalaya Basin Floodway. Development of management units would contribute to the preservation of aquatic natural resources by restoring historical water conditions within the distinct areas of the lower floodway. Freshwater diversion structures would provide the same contribution toward environmental quality objectives as would the management units. Canal closures and circulation improvements would contribute to improvements in the aquatic environment by helping to prevent introduction of sediment into productive wetland and open water areas and by alleviating water-quality problems attributed to poor circulation in swampland areas. Comprehensive multipurpose easements, which would be part of the real estate feature of the plan, would contribute to the environmental stability and improvement of the area. Increasing sediment diversion at the Wax Lake Outlet would increase delta development at the mouth of the outlet, and widening the outlet would improve the ecological conditions of the overbank area by restoring river overflows and tidal influence to swamps and marshes in the overbank area. NEGATIVE IMPACTS: Extension of the Avoca Island levees would result in loss of marsh habitat, and the project would also destroy cypress-tupelo habitat. Successional bottomland hardwood would be destroyed along with large areas associated with open water bodies and floodplains. LEGAL MANDATES: Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 81-0727D, Volume 5, Number 9, and 82-0680F, Volume 6, Number 10, respectively. JF - EPA number: 850527, 5 pages, December 4, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Channels KW - Cultural Resources KW - Dikes KW - Dredging KW - Fisheries KW - Flood Control KW - Floodplains KW - Lakes KW - Land Acquisitions KW - Navigation KW - Recreation Resources KW - Rivers KW - Sediment Control KW - Water Resources Management KW - Waterways KW - Weirs KW - Wetlands KW - Wildlife KW - Louisiana KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393999?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ATCHAFALAYA+BASIN+FLOODWAY+SYSTEM%2C+LOUISIANA+%28INFORMATIONAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1982%29.&rft.title=ATCHAFALAYA+BASIN+FLOODWAY+SYSTEM%2C+LOUISIANA+%28INFORMATIONAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - RIO PUERTO NUEVO SURVEY REPORT: A STUDY TO DETERMINE THE FEASIBILITY OF PROVIDING FLOOD CONTROL ON THE RIO PUERTO NUEVO AND ITS PRINCIPAL TRIBUTARY STREAMS IN THE SAN JUAN METROPOLITAN AREA, PUERTO RICO. AN - 36397383; 603 AB - PURPOSE: Flood control measures are proposed for the Rio Puerto Nuevo and its principal tributaries in the San Juan metropolitan area, Puerto Rico. The preferred plan would consist of channel improvements from the outlet of the Rio Puerto Nuevo in San Juan Harbor to Winston Churchill Avenue, a distance of approximately 10 kilometers, to convey the 100-year flood discharge. Under the proposed alternative, the Rio Puerto Nuevo main channel would start 450 meters into the San Juan Harbor from the Constitution Bridge, with a 120-meter bottom width and banks lined with concrete sheet pilings and mangroves. These sheet pilings extend another 1.5 kilometers upstream from Constitution Bridge to the vicinity of the San Juan Municipal sanitary landfill area. The next 580-meters, to the junction with Quebrada Margarita, consist of a trapezoidal earth channel lined with riprap and mangrove. Bottom width of the channel on this section is 120 meters. From De Diego Expressway bridge to the extension of the proposed Lomas Verdes Avenue (7.4 kilometers upstream), the improvements consist of a high velocity reinforced concrete rectangular channel with bottom width ranging from 55 to 12 meters. Two other improvements along the Rio Puerto Nuevo main channel consist of a stilling basin at Station 58+03 just upstream of Quebrada Buena Vista and a debris basin at the uppermost section of the project in the vicinity of Lomas Verdes and Winston Churchill avenues. Total length of the improved channel for the Pio Puerto Nuevo main channel would be 10.5 kilometers. Except for the Constitution and De Diego Expressway bridges, all bridges along the main river would have to be replaced. In the vicinity of the historic Norzagaray Bridge, the channel would be diverted some 115 meters to the west and a new bridge would be built on PR Hwy 1 to avoid destroying the historic bridge. Some 18 structures would have to be relocated. A bicycle corridor is included along the Rio Puerto Nuevo channel rights-of-way from Lomas Verdes Avenue to the San Juan Regional Park. Also included are two boat ramps and a mangrove management plan for the Constitution Bridge area. The improvements include the planting of mangroves for streambank erosion, which also serves to compensate for the loss of 13.5 hectares of mangroves along the Rio Puerto Nuevo and Quebrada Margarita Channel. The net wetland loss would be 7.5 hectares. The management of the mangroves between the stream's outlet and the Puerto Nuevo port facilities would further maintain the environment as close to natural as possible. Total construction costs would be $153.8 million and real estate and bridges would absorb another $66.9 million. The total estimated cost of the project would be $259 million. POSITIVE IMPACTS: The project would reduce by 90 percent the expected total average annual equivalent damages. The acquisition and designation of the Constitution Bridge mangrove as a Commonwealth Forest, together with the mangrove plantings along the lower channel banks, would mitigate destruction of mangroves. NEGATIVE IMPACTS: Channel construction would destroy an unspecified number of benthic and terrestrial invertebrates and would temporarily disrupt the habitat of other aquatic and terrestrial wildlife. Construction activities also would increase water turbidity and noise levels in the short term. The proposed plan would destroy 13.5 hectares of mangroves. Some 18 structures would have to be relocated. The project would require the replacement of 22 bridges, 15 of which are on major highways and avenues. LEGAL MANDATES: River and Harbor and Flood Control Act of 1970 (P.L. 91-611). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0466D, Volume 8, Number 9. JF - EPA number: 850519, 614 pages and maps, November 25, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Bridges KW - Channels KW - Cost Assessments KW - Cultural Resources KW - Erosion KW - Flood Control KW - Hydrologic Assessments KW - Marine Systems KW - Plant Control KW - Recreation Resources KW - Rivers KW - Soils Surveys KW - Trails KW - Wetlands KW - Wildlife Habitat KW - Puerto Rico KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397383?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-21&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY+FOR+THE+RAMAPO+RIVER+AT+OAKLAND%2C+NEW+JERSEY.&rft.title=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY+FOR+THE+RAMAPO+RIVER+AT+OAKLAND%2C+NEW+JERSEY.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 25, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - EDISON BRIDGE REPLACEMENT, BUSINESS U.S. 41 (STATE ROAD 739) FROM MARKET STREET IN FORT MYERS TO MARIANA AVENUE IN NORTH FORT MYERS, LEE COUNTY, FLORIDA: STATE PROJECT NO. 12001-1511, FEDERAL AID PROJECT NO. BRM-671(2), WORK PROGRAM ITEM NO. 1114459. AN - 36396094; 578 AB - PURPOSE: Replacement of the Business U.S. 41 bridge, locally known as Edison Bridge, across the Caloosahatchee River, realignment of the channel, and upgrading the approaches in Fort Myers and North Fort Myers, Lee County, Florida are proposed. South of the river, the project would consist of a one-way pair, three lanes each way, leading to a pair of three-lane bridges. North of the river, the project would consist of a six-lane divided roadway. The project will be of municipal design throughout. It will extend from Market Street in Fort Myers northward to Mariana Avenue in North Fort Myers. Two alternatives are proposed. Alternate A in Fort Myers involves a one-way pair beginning at Market Street and utilizes Fowler/Hough streets for southbound traffic and Evans/Park avenues for northbound traffic. From the south landfall of the Caloosahatchee River northward, the one-way pair would merge and become a two-way operation at the north landfall of the Caloosahatchee River in North Fort Myers. From the north landfall, the two-way operation would follow the existing alignment to Mariana Avenue. Total length would be approximately 3.2 miles. Alternate B in Fort Myers involves a one-way pair beginning at Market Street and utilizes Fowler Street for southbound traffic and Evans/Park avenues for northbound traffic. From the south landfall of the Caloosahatchee River northward, the one-way pair would merge and become a two-way operation at the north landfall of the Caloosahatchee River in North Fort Myers. From the north landfall, the two-way operation would follow the existing alignment to Mariana Avenue. Total length would be approximately 3.2 miles. POSITIVE IMPACTS: The upgrading of Edison Bridge would improve access to offices, businesses, and residential areas and would facilitate movement through Fort Myers. NEGATIVE IMPACTS: Alternate A would result in the most disruption to both businesses and homes, resulting in relocation of 28 businesses and 49 residences. Exterior noise-level criteria would be approached or exceeded at from 15 sites (Alternate A) to 16 sites (Alternate B) in the design year (2010). Special provisions have been made to protect Florida manatees (Trichechus manatus) during construction of the new bridges. Alternate A would result in the displacement of five contributing structures from the Residential Historic District. Alternate B would displace one contributing structure and a low wall that is part of a property listed on the National Register of Historic Places. Approximately 0.5 acre of additional property would be lost through rights-of-way acquisition on Alternate A and 0.6 acre would be along Alternate B. LEGAL MANDATES: Federal Aid Highway Act of 1962 (P.L. 87-866), Federal Aid Highway Act of 1973 (23 U.S.C. 101 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Urban Mass Transportation Act of 1964, as amended (49 U.S.C. 1601 et seq.). JF - EPA number: 850511, 221 pages, November 20, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-FL-EIS-85-02-D KW - Bridges KW - Central Business Districts KW - Commercial Zones KW - Community Development KW - Cultural Resources KW - Endangered Species (Animals) KW - Floodplains KW - Highway Structures KW - Highways KW - Historic Sites KW - Historic Sites Surveys KW - Noise Assessments KW - Relocations-Property Acquisitions KW - Rivers KW - Section 4(f) Statements KW - Traffic Analyses KW - Wetlands KW - Wildlife KW - Florida KW - Federal Aid Highway Act of 1962, Compliance KW - Federal Aid Highway Act of 1973, Compliance KW - National Historic Preservation Act of 1966, Historic Sites KW - Urban Mass Transportation Act of 1964, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396094?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=EDISON+BRIDGE+REPLACEMENT%2C+BUSINESS+U.S.+41+%28STATE+ROAD+739%29+FROM+MARKET+STREET+IN+FORT+MYERS+TO+MARIANA+AVENUE+IN+NORTH+FORT+MYERS%2C+LEE+COUNTY%2C+FLORIDA%3A+STATE+PROJECT+NO.+12001-1511%2C+FEDERAL+AID+PROJECT+NO.+BRM-671%282%29%2C+WORK+PROGRAM+ITEM+NO.+1114459.&rft.title=EDISON+BRIDGE+REPLACEMENT%2C+BUSINESS+U.S.+41+%28STATE+ROAD+739%29+FROM+MARKET+STREET+IN+FORT+MYERS+TO+MARIANA+AVENUE+IN+NORTH+FORT+MYERS%2C+LEE+COUNTY%2C+FLORIDA%3A+STATE+PROJECT+NO.+12001-1511%2C+FEDERAL+AID+PROJECT+NO.+BRM-671%282%29%2C+WORK+PROGRAM+ITEM+NO.+1114459.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Tallahassee, Florida; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - THIRD HARBOR TUNNEL, INTERSTATE 90/CENTRAL ARTERY, INTERSTATE 93, BOSTON, MASSACHUSETTS. AN - 36393004; 579 AB - PURPOSE: Extension of Interstate 90 (I-90; Massachusetts Turnpike) from its terminus at the Central Artery in Boston across Boston Harbor to a new terminus in East Boston, Massachusetts is proposed. The project, which would also be known as the Third Harbor Tunnel, would be located entirely in the city of Boston in Suffolk County. The one-way tunnel in Fort Point Channel will carry all northbound traffic to a widened and depressed Central Artery. The Central Artery, from the north portal of the Dewey Square Tunnel to the Massachusetts Turnpike area, will be converted to southbound operation, with the exception of one lane that will continue to serve northbound traffic. North of Dewey Square, the artery will be widened and constructed in a tunnel through the downtown area. The total length of the project on the Central Artery is approximately 3.0 miles. The depressed and widened Central Artery will have four to five lanes of traffic in each direction, as well as improved ramp connections in the downtown area. The High-Level Bridge over the Charles River will be replaced as part of this project. Improved connections with Storrow Drive and with the Callahan /Sumner tunnels will also be provided. Almost 20 acres of air rights development parcels will be created by the depression of the Central Artery. The Third Harbor Tunnel will include a two-way, four-lane limited-access toll highway, approximately 3.9 miles in length, with direct connections to the Massachusetts Turnpike Southeast Expressway, Central Artery, Logan Airport, and Route 1A to the north. This highway will follow a seaport access alignment easterly from the Massachusetts Turnpike/Central Artery interchange, across Fort Point Channel at its southern point to the Commonwealth Flats area in South Boston. The alignment would continue easterly to a portal near the present location of Commercial Union and would curve north to pass between Pier 5 at the Dry Dock and the western edge of the Boston Marine Industrial Park to continue beneath Boston Harbor to a portal at Bird Island Flats. Connections would be provided to Route 1A north as well as to the airport roadways. An open one-way southbound toll plaza will be located on Commonwealth Flats. Construction costs of the total project are $2.56 billion, including rights-of-way acquisitions. POSITIVE IMPACTS: Any of the tunnels would increase cross-harbor capacity above that provided by the Callahan and Summer tunnels and the Mystic-Tobin Bridge. Significant volumes of traffic would be diverted from each of these crossing facilities, in some cases relieving extreme congestion. Traffic in the existing tunnels would be reduced during peak hours. The proposed action will improve bus/transit service in the city of Boston. Construction employment rolls would be significant. NEGATIVE IMPACTS: Development of new rights-of-way for the project would displace 131 businesses employing 4,400 workers and would disrupt numerous neighborhoods and shallow water intertidal habitat. Traffic-generated noise levels would exceed Federal Highway Administration standards in the vicinity of several sensitive land uses. Vibration from construction activities would disrupt life-styles and could result in structural damage. The project could encroach on several cultural, park, and recreational areas, including the Fort Point Channel area, which is eligible for inclusion in the National Register of Historic Places. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), River and Harbor Act of 1899 (33 U.S.C. 401 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstracts of the draft environmental impact statement (EIS) and the draft supplement to the draft EIS, see 83-0139D, Volume 7, Number 3, and 83-0414D, Volume 7, Number 8, respectively. JF - EPA number: 850507, 6 volumes and maps, November 15, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MA-EIS-82-02-F KW - Air Quality Assessments KW - Cultural Resources KW - Dredging KW - Employment KW - Highway Structures KW - Highways KW - Historic Sites KW - Noise KW - Noise Standards Violations KW - Parks KW - Recreation Resources KW - Relocation Plans KW - Relocations-Property Acquisitions KW - Traffic Analyses KW - Transportation KW - Water Resources Surveys KW - Waterways KW - Massachusetts KW - Department of Transportation Act of 1966, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393004?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=THIRD+HARBOR+TUNNEL%2C+INTERSTATE+90%2FCENTRAL+ARTERY%2C+INTERSTATE+93%2C+BOSTON%2C+MASSACHUSETTS.&rft.title=THIRD+HARBOR+TUNNEL%2C+INTERSTATE+90%2FCENTRAL+ARTERY%2C+INTERSTATE+93%2C+BOSTON%2C+MASSACHUSETTS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Boston, Massachusetts; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GENERAL REEVALUATION REPORT FOR FLOOD DAMAGE REDUCTION FOR THE MISSISSIPPI RIVER, HANNIBAL, MISSOURI. AN - 36392841; 556 AB - PURPOSE: Structural and nonstructural alternatives for local flood protection in the city of Hannibal, Missouri are proposed. The preferred alternative is a 500-year frequency design of levees and floodwalls along Front and Lyon streets. The proposed project is approximately 0.63 miles long, with an average height of 12.5 feet from North Street to Broadway and 10 feet from Broadway to Lyon Street. The line of protection consists mainly of levees built with compacted impervious fill material from an upland borrow area located 4.5 miles from the construction site. The average 12.5-foot-high levee would have a base width of approximately 85 feet. The riverside sloop parallel to the Mississippi River will be protected by an erosion control method where grasses will be integrated within the system. Concrete floodwalls would be used in the confined areas near the old beverage distributor building and the Hannibal Marina, and along the National Food Store parking lot. Three streets (Hill, Center, and Broadway) would have panel-type closure structures, and Main Street would have a swing-type closure structure. Use of closure structures will allow access to the river side of the protection during normal conditions. Associated features of the selected plan include a railroad closure structure between Main and Third streets along Lyon Street, a new street along the riverside or the levee between Hill and Center streets, and beautification measures to the levee system. Provisions to allow for interior drainage include a new interceptor sewer between North and Lyon streets, three gated gravity outlets (one each at North, Center, and Lyon streets), and a 1.1 acre ponding area with a 40,000 gallon /minimum capacity pumping station near the Mark Twain Hotel. A flood-warning system will be added to the selected plan. The recommended project, at the 500-year level of protection, would produce annual net economic benefits of $370,800; the benefit-to-cost ratio is 1.68. The estimated total construction cost is $6 million. POSITIVE IMPACTS: The plan provides an economically and environmentally sound and socially acceptable method of flood damage reduction for the downtown area of Hannibal. Additionally, there would be benefits associated with the well-being of the historical district and of business owners in the area because of the additional security resulting from the project. NEGATIVE IMPACTS: The most significant impacts of the project would be the removal of archaeological deposits in the levee alignment and the loss of several buildings in a stormwater ponding area. Loss of access to the river from parts of downtown would also result. The introduction of the levee would constitute a visual intrusion that would be incongruent with the historic character of Hannibal. LEGAL MANDATES: Executive Orders 11593, 11988, and 11990; National Historic Preservation Act of 1966, as amended (16 U.S.C. 470 et seq.); and River and Harbor and Flood Control Act of 1962 (P.L. 87-874). JF - EPA number: 850436, 2 volumes and maps, November 15, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Central Business Districts KW - Cost Assessments KW - Cultural Resources KW - Dikes KW - Erosion Control KW - Flood Control KW - Flood Protection KW - Historic Sites KW - Rivers KW - Section 106 Statements KW - Urban Structures KW - Visual Resources Management KW - Water Management KW - Missouri KW - Executive Order 11593, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - National Historic Preservation Act of 1966, Historic Sites KW - River and Harbor and Flood Control Act of 1962, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392841?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=N.H.+ROUTE+101%2C+TOWNS+OF+DUBLIN+AND+HARRISVILLE%2C+CHESHIRE+COUNTY%2C+NEW+HAMPSHIRE+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1982%29.&rft.title=N.H.+ROUTE+101%2C+TOWNS+OF+DUBLIN+AND+HARRISVILLE%2C+CHESHIRE+COUNTY%2C+NEW+HAMPSHIRE+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Rock Island, Illinois; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PACIFIC TEXAS PIPELINE COMPANY PROJECT, CALIFORNIA, ARIZONA, NEW MEXICO, AND TEXAS. AN - 36404318; 561 AB - PURPOSE: Construction of a 1,030-mile-long, 42-inch-diameter buried oil pipeline from Los Angeles, California to Midland, Texas is proposed. The pipeline would begin at a terminal storage facility on a landfill island to be constructed in the port of Los Angeles. A channel and turning basin would be dredged to 75 feet below mean lower low water, and the dredged material would be used to construct the 115-acre island. The pipeline would proceed east, approximately paralleling Interstate 10 to Blythe, California. From Blythe the pipeline would continue east, crossing the Colorado River and traveling north of the Kofa National Wildlife Refuge, parallel to and in a common utility corridor with an existing natural gas line through Arizona and New Mexico to Pine Springs, Texas. From Pine Springs the line would continue to parallel natural gas pipelines, proceeding northeasterly, reentering New Mexico, and then traveling due east to a receiving terminal at Midland, Texas. The project also would involve construction of a 70-acre tank farm in the port of Los Angeles, a 100-acre tank farm in Midland, and 11 pumping stations. POSITIVE IMPACTS: The pipeline would transport up to 900,000 barrels per day of surplus Alaska North Slope, California outer continental shelf, and Pacific rim crude oil from the west coast to existing crude oil networks that service refineries in the midwest and on the Gulf coast. Pipeline transmission within the United States would be more reliable and more efficient than existing service by ships through the Panama Canal or by pipeline through Panama. NEGATIVE IMPACTS: Construction of the landfill island would destroy benthic habitat and would temporarily disrupt foraging areas of the endangered California least tern. The island would be located in an area of potential seismic activity, raising safety and oil spill issues. The pipeline would cross environmentally sensitive areas, including the Coachella Valley fringe-toed lizard critical habitat and the Muleshoe Nature Preserve. The crossing of rivers and streams would create temporary construction impacts and a potential for oil spills into these waters. Major oil spills could contaminate sensitive groundwater basins. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 85-0299D, Volume 9, Number 7. JF - EPA number: 850505, 2 volumes and maps, November 14, 1985 PY - 1985 KW - Energy KW - Agency number: FES 85-46 KW - Biologic Surveys KW - Dredging KW - Endangered Species (Animals) KW - Harbors KW - Landfills KW - Marine Systems KW - Natural Gas KW - Noise Assessments KW - Oil Spills KW - Petroleum KW - Pipelines KW - Pumping Plants KW - Refineries KW - Water Quality KW - Wildlife Habitat KW - Wildlife Surveys KW - Arizona KW - California KW - New Mexico KW - Texas KW - Endangered Species Act of 1973, Animals KW - Federal Water Pollution Control Act of 1972, NPDES Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36404318?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PACIFIC+TEXAS+PIPELINE+COMPANY+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.title=PROPOSED+PACIFIC+TEXAS+PIPELINE+COMPANY+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Land Management, Riverside, California; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - U.S. ROUTE 13 RELIEF ROUTE, ROUTE 7 TO U.S. ROUTE 113, CENTRAL DELAWARE. AN - 36403954; 577 AB - PURPOSE: A relief route for U.S. Route 13, Route 7 to U.S. Route 113, in central Delaware is proposed. The project consists of a 58-mile limited-access highway facility to provide sufficient traffic capacity to address existing problems in the corridor and anticipated traffic volumes in the next 20 years. The study area includes the areas approximately two to three miles to the east and west of the present U.S. Route 13. The limits of the proposed project extend to Tybouts Corner on the north, where new Delaware Route 7 improvements are to terminate, to Frederica and Felton areas south of Dover (including U.S. Route 113 and U.S. Route 13). In each segment of the project, three basic alternatives are being considered. The Railroad or Western Alternative calls for the construction of a new, generally four-lane limited-access facility beginning at Route 7 in Tybouts Corner. This alternative swings westward from Route 72 and U.S. Route 13 and joins the Delmarva Conrail railroad line north of Mount Pleasant. It crosses the Chesapeake and Delaware Canal on a new bridge east of the existing railroad bridge, follows the tracks closely on the east to Middletown, crosses the tracks, bypasses Middletown on the west, and remains west of the tracks thereafter. The Western Alternative calls for a longer new route than do the other alternatives because of a connection to U.S. Route 113 to serve beach traffic. The Upgrade Alternative calls for the construction of a new six-lane limited-access facility beginning at Route 7 in Tybouts Corner, generally on the existing alignment of U.S. Route 13. The design is significantly different from the present roadway, requires more than twice the present rights-of-way, and incorporates service roads and numerous local road crossings to maintain local service. A new bridge would be built over the Chesapeake and Delaware Canal at St. Georges, west of the existing bridge. The Near East Alternative provides a new four-lane limited-access facility beginning at Route 7 in Tybouts Corner. This alternative remains to the east of and parallel to U.S. Route 13 to North St. Georges. It swings west across U.S. Route 13, crossing the Chesapeake and Delaware Canal on a new bridge and recrossing south of the bridge to continue on the east side of U.S. Route 13. Access to St. Georges is provided at each of these crossings. From St. Georges to Odessa, the corridor is parallel; on the east, to Odessa, it crosses to the west, bypassing Odessa. It recrosses south of the town, and access is provided to Odessa at each of these crossings. The corridor remains east to just north of Blackbird at the Old Union Church, where it recrosses to the west. The total estimated costs range from $431 to $497 million. POSITIVE IMPACTS: All construction alternatives will achieve traffic service at the level of service B in rural sections and service C in the Dover sections on an all-year-round average traffic basis for the design year of 2004. Under the Western/Railroad and Near East alternatives, community cohesion would be increased by reducing traffic on U.S. Route 13. The construction job impacts of all alternatives are significant. NEGATIVE IMPACTS: Relocation requirements will range from 224 households, 124 homes, 100 mobile homes, and 27 businesses under the Western/Railroad Alternative to 293 households, 236 homes, 57 mobile homes, and 264 businesses under the Upgrade Alternative. Direct job losses due to rights-of-way range from 1,720 to 430. All alternatives would affect water quality and aquatic biota. All construction alternatives would take area from wetlands. The alternatives would affect 1 to 25 standing historic structures and 20 to 39 known historic and prehistoric archaeologic sites. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850499, 208 pages and maps, November 13, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-DE-EIS-85-1-D KW - Archaeological Sites KW - Bridges KW - Central Business Districts KW - Commercial Zones KW - Employment KW - Highway Structures KW - Highways KW - Historic Sites KW - Mobile Homes KW - Noise KW - Relocations-Property Acquisitions KW - Roads KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Traffic Analyses KW - Transportation KW - Visual Resources KW - Wetlands KW - Delaware KW - Department of Transportation Act of 1966, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403954?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=RO&rft.date=1985-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Dover, Delaware; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ISLAND CREEK BASIN, GUYANDOTTE RIVER BASIN STUDY, WEST VIRGINIA. AN - 36401399; 606 AB - PURPOSE: Flood control measures are proposed for Island Creek Basin, Logan County, West Virginia. The project, part of the Guyandotte River Basin Study, includes Island Creek, Copperas Mine Fork, and Mud Fork. The tentatively selected plan consists of a combination of channel and nonstructural measures. The first 7/10 mile of Island Creek would be structurally modified by widening the stream channel to 100 feet. The lower 1,000 feet of this area would be concrete-lined. The remainder of Island Creek (9.3 miles) and both Copperas Mine Fork and Mud Fork would be treated with a variety of nonstructural measures. More than 1,200 residential structures would be raised, and almost 80 nonresidential structures would be floodproofed by raising-in-place or other means. The plan will consist of four construction phases, requiring a total of eight and one-half years to complete. Phase 1 is the channel work on Island Creek (one year to complete); Phase 2 is nonstructural work on Mud Fork (one year); Phase 3 is the nonstructural work on Copperas Mine Fork (one and one-half years); and the final phase would take five years to complete and comprises the nonstructural work on Island Creek. Estimated first cost for the Island Creek basin project is $86 million. Average annual costs are $4.5 million compared with average annual benefits of $7.5 million, resulting in a benefit-cost ratio of 1.7. POSITIVE IMPACTS: Flood damage would be reduced 95 percent. The nonstructural measures of soil improvement, revegetation, and maintenance of natural corridors would improve existing wildlife resources. Several new recreational sites would be created in the evacuated floodways. NEGATIVE IMPACTS: The project would require relocation of 146 families, 116 businesses, and 149 mobile homes, thereby disrupting community cohesion. Channel modifications on Island Creek would disturb wildlife and fish habitat, while the lower 1,000 feet lined with concrete would become void of aquatic life. LEGAL MANDATES: Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0365D, Volume 8, Number 7. JF - EPA number: 850502, 2 volumes and maps, November 13, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Biologic Assessments KW - Channels KW - Fish KW - Flood Control KW - Hydrologic Assessments KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Rivers KW - Socioeconomic Assessments KW - Vegetation KW - Waterways KW - Wildlife Habitat KW - West Virginia KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36401399?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ISLAND+CREEK+BASIN%2C+GUYANDOTTE+RIVER+BASIN+STUDY%2C+WEST+VIRGINIA.&rft.title=ISLAND+CREEK+BASIN%2C+GUYANDOTTE+RIVER+BASIN+STUDY%2C+WEST+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Huntington, West Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - TRUCKEE MEADOWS (RENO-SPARKS METROPOLITAN AREA), NEVADA. AN - 36398454; 600 AB - PURPOSE: Levee and floodwall construction and replacement of bridges are proposed to prevent flooding in the Truckee Meadows area of the Reno-Sparks metropolis in Nevada. The plan selected would provide 100-year flood protection to the Reno-Sparks area, additional recreation opportunities, and improvements to fish and wildlife resources in the study area. The flood control features include approximately five miles of floodwalls, seven miles of levees, and the replacement of six bridges along the Truckee River. Channel excavation is required near Booth Street, Wingfield Island, and Glendale Park. Also, to mitigate a potential increase in downstream flood damages from the flood control measure, a 900-acre detention basin and backwater levees along Steamboat Creek and Boynton Slough would be constructed. Backwater levees would also extend along North Truckee Drain to just north of the I-80 crossing. Recreation facilities include a mix of multipurpose day-use facilities, bike paths, pedestrian paths, river overlooks, picnic sites, and a marsh nature area. Fish and wildlife mitigation measures include 31 acres of riparian plantings along the Truckee River and Steamboat Creek. Also, fish and wildlife enhancement measures have been developed that consist of 10 acres of riparian plantings, 300-acre marsh habitat preservation, and fish habitat improvements. Estimated first and annual costs of the project are $74.7 million and $6.6 million, respectively. With average annual benefits of $12.1 million, the project has a benefit-cost ratio of 1.8 to 1. POSITIVE IMPACTS: The project would supply flood protection to the Truckee Meadows area against a 100-year frequency storm. Use of the detention basin would ensure that flows at and below Vista would be maintained at preproject levels. Recreation benefits, estimated using the travel cost method, would amount to $19.8 million annually. Habitat would be provided and preserved for waterfowl, song birds, and a variety of endangered species. Marsh area would increase 300 percent over current resources. NEGATIVE IMPACTS: Forty-nine acres of habitat for Lahontan cutthroat trout would be temporarily disturbed. Five state-listed historic bridges and one bridge listed on the National Register of Historic Places would be demolished. Approximately 20.6 acres of farmland and 2.6 acres of wetland would be permanently lost to production. LEGAL MANDATES: Executive Orders 11988 and 11990 and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0053D, Volume 8, Number 1. JF - EPA number: 850503, 436 pages and maps, November 13, 1985 PY - 1985 KW - Water KW - Birds KW - Bridges KW - Channels KW - Creeks KW - Dikes KW - Endangered Species (Animals) KW - Fisheries KW - Flood Control KW - Historic Sites KW - Land Acquisitions KW - Preserves KW - Recreation Facilities KW - Reservoirs KW - Rivers KW - Section 404(b) Statements KW - Trails KW - Wetlands KW - Wildlife KW - Wildlife Management KW - Nevada KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36398454?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=TRUCKEE+MEADOWS+%28RENO-SPARKS+METROPOLITAN+AREA%29%2C+NEVADA.&rft.title=TRUCKEE+MEADOWS+%28RENO-SPARKS+METROPOLITAN+AREA%29%2C+NEVADA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PLAN FOR NAVIGATION IMPROVEMENTS, WEST BASIN AND APPROACH CHANNEL, CANAVERAL HARBOR, FLORIDA. AN - 36393074; 554 AB - PURPOSE: Structural improvements are proposed for Canaveral Harbor, a manmade deepwater port on the south shoreline of Cape Canaveral, located in Brevard County, Florida. The preferred plan would involve construction of a full West Turning Basin and an access channel. Dimensions of the basin would be approximately 1,300 feet by 2,200 feet, with a depth of 31 feet mean low water (mlw), and the channel would be approximately 3,000 feet long with a bottom width of 400 feet and a depth of 31 feet mlw. Approximately 1.6 million cubic yards of excavated sand suitable for port development would be placed in diked areas. The remaining 1.3 million cubic yards of silt and clay would be placed in a designated offshore disposal site. The 99-acre main inland disposal area would be located immediately north and west of the West Turning Basin. The offshore disposal site would be located four miles east of Cocoa Beach, centered on 28 degrees, 18 minutes, 41 seconds north latitude, and 80 degrees, 30 minutes, 50 seconds west longitude. This site would be used for disposal of material excavated in future maintenance operations. Under the preferred mitigation plan, the impounded Sykes Creek marshes would be reconnected with the Banana River and Indian River estuarine systems by constructing water diversion weirs in the east and west perimeter canals at Hall Road along the north impoundment and installing twin 36-inch gated culverts at 8 locations in the existing north impoundment levees and at 18 locations in the south impoundment levees. The 20-acre county-owned impoundment south of Sykes Creek Parkway would be excluded. Approximately four acres of shallow-water habitat would be created in the western four spoil areas in the Banana River just north of State Route 528. A management plan for mosquito control and for fish and wildlife use could be implemented. POSITIVE IMPACTS: Harbor improvements would allow the port to meet the expanding shipping and cruise passenger requirements imposed by the rapidly developing area it serves. The mitigation plan would enable the Sykes Creek marsh impoundments to function again as spawning and nursery areas for marine invertebrates and fishes and as a source of organic detritus for the adjacent estuarine waters. NEGATIVE IMPACTS: Construction activity could inconvenience the commercial fishing fleet temporarily, and expanding ocean commerce would force displacement of the fleet from the West Basin. Dredging of the western basin and the approach channel would significantly reduce the use of the basin by birds, invertebrates, fish, and the endangered manatee. Disposal at the land site would destroy site vegetation and disrupt wildlife habitat, including that of the endangered woodstork. Widening of the access channel would eliminate six acres of mangroves and convert this intertidal wetland into a very deep water habitat. Sykes Creek water is more saline and contains higher concentrations of nutrients, nitrogen, and phosphorous than do the estuarine waters. Introduction of Sykes Creeks waters into the estuarine environment could alter the characteristics of the marsh vegetation and reduce the value of the marsh as a wading bird feeding habitat. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1962 (P.L. 87-874). PRIOR REFERENCES: For the abstract of the draft environmental impact statement (DEIS) and the draft supplement to the DEIS, see 84-0560D, Volume 8, Number 11, and 85-0185D, Volume 9, Number 4, respectively. JF - EPA number: 850497, 278 pages and maps, November 8, 1985 PY - 1985 KW - Water KW - Birds KW - Channels KW - Diversion Structures KW - Dredging KW - Endangered Species (Animals) KW - Fisheries KW - Harbor Improvements KW - Landfills KW - Marine Systems KW - Navigation KW - Ocean Dumping KW - Pipelines KW - Section 404(b) Statements KW - Vegetation KW - Weirs KW - Wetlands KW - Wildlife Habitat KW - Florida KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1962, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393074?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-09&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+STATE+ROUTE+386+FROM+I-65+TO+THE+HENDERSONVILLE+BYPASS+EAST+OF+CENTER+POINT+ROAD+IN+DAVIDSON+AND+SUMNER+COUNTIES%2C+TENNESSEE.&rft.title=PROPOSED+STATE+ROUTE+386+FROM+I-65+TO+THE+HENDERSONVILLE+BYPASS+EAST+OF+CENTER+POINT+ROAD+IN+DAVIDSON+AND+SUMNER+COUNTIES%2C+TENNESSEE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 8, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WILDCAT AND SAN PABLO CREEKS PROJECT, CONTRA COSTA COUNTY, CALIFORNIA (REVISED DRAFT SUPPLEMENT II TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JUNE 1976). AN - 36401783; 551 AB - PURPOSE: Channel improvements are proposed for Wildcat and San Pablo creeks to provide flood protection for the cities of San Pablo and Richmond, Contra Costa County, California. The total project consists of approximately 18,000 feet of channel and flow control improvements on Wildcat Creek and 12,400 feet on San Pablo Creek. The selected plan for Wildcat Creek would consist of an open rectangular concrete channel, 1,274 feet long by 24 feet wide and 7 feet deep between the Atchison, Topeka, and Sante Fe Railroad (ATSF) and Verde School. In the vicinity of Verde School, the channel would change to a concrete-lined box culvert, extending approximately 827 feet downstream, with a width of 24 feet and a depth of 8 feet. A sediment detention basin would be excavated at the lower end of the covered box culvert. Below this feature, a trapezoidal earthen channel would be constructed. A new diversion channel, about 60 feet wide, would be cut through the junkyard near the downstream end and over to Castro Slough. Starting at the upper end of the project, San Pablo Avenue, there would be a concrete-line trapezoidal channel 5,490 feet long. This channel would vary 8 to 12 feet in width and 9 to 10 feet in depth; it would change to a concrete-lined rectangular channel for 985 feet and merge with the existing box culvert at Davis Park. Aside from the cutoff to Castro Slough at the lower end of the creek, the flow control improvements would follow the natural channel bed. The selected plan for San Pablo Creek includes a rectangular concrete-lined channel, 175 feet long by 32 feet wide and 14 feet deep. Passing under two railroad tracks, the channel would increase in width to 38 feet and would extend another 754 feet in length. There would be an earth-lined trapezoidal channel, running between the Southern Pacific Railroad (SPRR) and the Third Street Bridge. Downstream of Third Street, there would be low levees. Approximately 3,500 feet downstream of Third Street, the channel width would decrease to 50 feet, and the north levee would be replaced by an approximately 750-foot steel sheet piling retaining wall. The existing channel through the marsh would be widened to 50 feet and slightly deepened. A 1,200-foot box culvert would be constructed under Road No. 20. It would vary from 18 to 32 feet in width and 8 feet in depth. A low-flow channel would also be included as a project feature on San Pablo Creek. The natural alignment would be followed for most of the length of the creek. POSITIVE IMPACTS: The alternative channel modifications would be responsive to differing conditions in each area of the project and would protect local citizens from flooding while minimizing adverse environmental impacts. NEGATIVE IMPACTS: Improvements to Wildcat Creek would eliminate 15.4 acres of riparian habitat. Removal of the streamside tree canopy would reduce the amount of detritus and small organisms that serve as food for fish. Improvements to San Pablo Creek would eliminate 10.2 acres of riparian habitat. Loss of 2.5 acres of salt marsh habitat would affect several species of endangered plants and animals. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). PRIOR REFERENCES: For the abstracts of the final environmental impact statement of June 1976 and draft supplements I and II to that statement, see 76-4740F, EIS Cumulative 1970-1976; 78-0575D, Volume 2, Number 5; and 85-0037D, Volume 9, Number 1, respectively. JF - EPA number: 850496DRS2, 197 pages, November 7, 1985 PY - 1985 KW - Water KW - Channels KW - Creeks KW - Dikes KW - Endangered Species (Animals) KW - Endangered Species (Plants) KW - Flood Control KW - Flood Protection KW - Pipelines KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Sediment Control KW - Wildlife Habitat KW - California KW - Endangered Species Act of 1973, Animals KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36401783?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-07&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WILDCAT+AND+SAN+PABLO+CREEKS+PROJECT%2C+CONTRA+COSTA+COUNTY%2C+CALIFORNIA+%28REVISED+DRAFT+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1976%29.&rft.title=WILDCAT+AND+SAN+PABLO+CREEKS+PROJECT%2C+CONTRA+COSTA+COUNTY%2C+CALIFORNIA+%28REVISED+DRAFT+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 7, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MINNESOTA TRUNK HIGHWAY 33 FROM JUNCTION OF INTERSTATE 35 TO JUNCTION OF U.S. TRUNK HIGHWAY 53, CARLTON AND SAINT LOUIS COUNTIES, MINNESOTA. AN - 36392872; 532 AB - PURPOSE: Improvement of 19.7 miles of Trunk Highway (TH) 33 from the junction with Interstate Highway 35 (I-35) to the junction with TH 53 in Carlton and Saint Louis counties, Minnesota is proposed. The rural segment of the project would include the road section from the junction of TH 53 to Morris Thomas Road. Three alternative corridors would be considered. Two corridors would run immediately east or west of existing TH 33, while the Range Line Corridor would be parallel to and approximately one to two miles east of existing TH 33. A typical cross-section of the rural design would consist of four 12-foot lanes with 10-foot shoulders. The urban segment of the project would include the highway section in and around the town of Cloquet. A typical cross-section of the urban design would consist of two 12-foot lanes, two 14-foot lanes, a 12-foot continuous left-turn lane, and sidewalks. Construction of the preferred alternative would result in a four-lane expressway. Interchanges with TH 53, TH 2, and I-35 are proposed. A one-mile section of TH 2 would be reconstructed to four lanes through the interchange with TH 33. The preferred alternative was analyzed by placing approximate alignments within corridors. The corridors were approximately 500 feet wide, except where potential constraints were found. In these areas, the corridor was expanded to a maximum width of 2,000 feet. In the rural section, the preferred alternative consists of a combination of the East and West Corridors. The alignment shifts from one corridor to the other to minimize social, economic, and environmental impacts as well as to address engineering considerations. Along most of this alignment, two lanes would be constructed adjacent to the existing TH 33, creating a four-lane facility. Between Witte Road and one-half mile north of Seville Road, the highway would be four lanes on new alignment and/or adjacent to existing alignment. The No-Build Alternative has been identified as a temporary preferred alternative in the urban section. The No-Build Alternative excludes the construction of a four-lane highway, but includes badly needed improvements to the existing two-lane highway. Substantial involvement with historical properties, parks, recreational facilities, the Fond du Lac Indian Reservation, and socioeconomic concerns requires that further studies be undertaken to determine which build alternative, if any, should be selected for the urban section. A supplemental EIS will be prepared to document this decision. POSITIVE IMPACTS: The project would provide four-lane continuity between the Twin Cities metropolitan area and the Iron Range cities, and it would improve accessibility to tourism areas of northern Minnesota. Highway accidents would decrease, primarily along the portion of TH 33 between I-35 and TH 2, and traffic flow through Cloquet would improve. The project also would stimulate business expansion and long-term economic growth in the area. Deficient bridge structures would be replaced or improved. NEGATIVE IMPACTS: The project would displace three small businesses and 24 residences (up to nine additional residences may be taken, depending on landowner negotiations). A 1,000-foot channel change of the White Pine Rivers would be required and a 2,000-foot encroachment into the river's floodplain is involved. Lands required for highway widening would affect 73 acres of wetlands and up to 118 acres of forest land. Increased traffic volumes would increase the number of receptors exceeding federal and state noise standards. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft EIS, see 84-0492D, Volume 8, Number 10. JF - EPA number: 850493, 229 pages and maps, November 6, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MN-EIS 84-01-F KW - Bridges KW - Floodplains KW - Forests KW - Highways KW - Historic Sites KW - Indian Reservations KW - Noise Standards Violations KW - Parks KW - Relocations-Property Acquisitions KW - Traffic Control KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - Minnesota KW - Department of Transportation Act of 1966, Historic Sites KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392872?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-06&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MINNESOTA+TRUNK+HIGHWAY+33+FROM+JUNCTION+OF+INTERSTATE+35+TO+JUNCTION+OF+U.S.+TRUNK+HIGHWAY+53%2C+CARLTON+AND+SAINT+LOUIS+COUNTIES%2C+MINNESOTA.&rft.title=MINNESOTA+TRUNK+HIGHWAY+33+FROM+JUNCTION+OF+INTERSTATE+35+TO+JUNCTION+OF+U.S.+TRUNK+HIGHWAY+53%2C+CARLTON+AND+SAINT+LOUIS+COUNTIES%2C+MINNESOTA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Saint Paul, Minnesota; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 6, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PLAN FOR FLOOD DAMAGE REDUCTION ON THE L'ANGUILLE RIVER AND TRIBUTARIES, ARKANSAS. AN - 36389820; 549 AB - PURPOSE: Flood control measures are proposed for the L'Anguille River basin, located in St. Francis, Lee, Cross, and Poinsett counties in northeast Arkansas. The preferred alternative includes the removal of all vegetation from within and very near the top banks of the channel, which is presently obstructing or will be likely to obstruct stream flow. Vegetation would be cleared from approximately 95.0 miles of stream. In some reaches, channel cleanout would also be required. In those reaches where channel excavation would be required to restore the channel to a minimum section, vegetative clearing may be by normal mechanical means. Elsewhere, vegetative clearing is to be performed by hand or by using small equipment. Overbank clearing will be from one side, and then only as required to provide access for work and to provide areas for disposal of materials removed from the channel. Sections of narrow or shallow channel having deeper and/or wider channel sections upstream and downstream will be cleaned out only as required to provide a uniform slope and cross-section. The longest continuous segment of channel requiring excavation is from Mile 75.0 to Mile 90.0. All bridge sites within the limits of work impacts were examined to determine susceptibility to scour. Riprap protection is included for all sites where discharged velocities for a 50-year storm are expected to cause erosion. In addition, riprap protection is included for bridge crossings or tributary streams that are likely to be impacted by the modifications on the L'Anguille River. Total first cost of the project is estimated at $13.5 million, and the benefit-cost ratio is 1.38. POSITIVE IMPACTS: The preferred alternative will provide approximately a 23 percent reduction in damages along the main stem L'Anguille River and will fully mitigate the bottomland hardwood losses resulting from channel modifications. By slowing the rate of flood related timber die-off and by minimizing direct impacts, the plan will result in a net gain to bottomland hardwoods. NEGATIVE IMPACTS: The project rights-of-way would include 849 acres of woodlands and 54 acres of croplands. The woodlands that would be impacted include 2 acres of marshes, 13 acres of shrub swamps, 5 acres of forested swamps, 510 acres of bottomland hardwood wetlands, and 319 acres of other bottomland hardwoods. The plan will cause a loss in cropland flooding for waterfowl. LEGAL MANDATES: Executive Orders 11988 and 11990, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 85-0226D, Volume 9, Number 5. JF - EPA number: 850494, 2 volumes, November 6, 1985 PY - 1985 KW - Water KW - Air Quality KW - Channels KW - Creeks KW - Disposal KW - Erosion Control KW - Farmlands KW - Fisheries KW - Flood Control KW - Floodplains KW - Forests KW - Rivers KW - Section 404(b) Statements KW - Timber KW - Vegetation KW - Visual Resources KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Arkansas KW - L'Anguille River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389820?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-06&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PLAN+FOR+FLOOD+DAMAGE+REDUCTION+ON+THE+L%27ANGUILLE+RIVER+AND+TRIBUTARIES%2C+ARKANSAS.&rft.title=PROPOSED+PLAN+FOR+FLOOD+DAMAGE+REDUCTION+ON+THE+L%27ANGUILLE+RIVER+AND+TRIBUTARIES%2C+ARKANSAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Memphis, Tennessee; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 6, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FEDERAL AID PRIMARY ROUTE 412, NORMAL TO OGLESBY, ILLINOIS. AN - 36402640; 528 AB - PURPOSE: Construction of a four-lane, divided highway, designated as Federal Aid Primary Route 412 (F.A.P. 412) from Interstate Route 55 (I-55) at Bloomington-Normal to north of Illinois Route 71 near Oglesby is proposed. The highway would be located in McLean, Woodford, Marshall, and LaSalle counties along or near existing U.S. 51. The length of the project, which extends in a north-south direction, would be approximately 51 miles. Two possible highway designs were studied for the major construction alternatives: a fully access-controlled freeway and a partially access-controlled expressway. Traffic would be separated by a 54-foot wide median. The integrity of the local road system would be preserved by carrying important local roads over or under the new highway by means of grade separations and by retaining portions of the existing U.S. 51 pavement as a frontage road for the new four-lane facility. Mainline traffic would be separated by a 50-foot wide median. Existing access to single-family residences and farms would be provided directly to the highway or by frontage roads and service drives. Median crossings would be spaced approximately one-half mile apart. The three construction alternatives that have been studied in detail for the project are the 1976 freeway alternative using updated design standards, a 1985 freeway alternative making optimal use of U.S. 51 rights-of-way, and a 1985 expressway alternative making optimal use of U.S. 51 rights-of-way. The 1985 freeway alternative and the 1985 expressway alternative extend the entire 51-mile length of the U.S. 51 corridor. POSITIVE IMPACTS: The proposed highway would provide a safer and more efficient transportation system by relieving the problems of traffic congestion and conflicts between farm equipment and high-speed traffic, and by reducing accident rates along existing U.S. 51. NEGATIVE IMPACTS: Depending on the alternative that is selected, 12 to 18 residences would be displaced. From one to nine businesses would also be displaced. Approximately 1,419 to 2,094 acres of farmland would be converted to highway rights-of-way. For all construction alternatives, the noise abatement criteria are exceeded at the trailer court situated in the southwest quadrant of the F.A.P. 412 /I-55 interchange. Other sites, primarily farm residences along the route, would also be affected. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850486, 2 volumes and maps, November 1, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-IL-EIS-76-02-D(S)(2) KW - Farmlands KW - Highway Structures KW - Highways KW - Land Acquisitions KW - Mobile Homes KW - Noise KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Traffic Analyses KW - Traffic Control KW - Wildlife KW - Illinois KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36402640?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FEDERAL+AID+PRIMARY+ROUTE+412%2C+NORMAL+TO+OGLESBY%2C+ILLINOIS.&rft.title=FEDERAL+AID+PRIMARY+ROUTE+412%2C+NORMAL+TO+OGLESBY%2C+ILLINOIS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Springfield, Illinois; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 1, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED MARATHON INDUSTRIAL/COMMERCIAL BUSINESS CENTER, TRACT 5167, HAYWARD, CALIFORNIA. AN - 36384458; 542 AB - PURPOSE: An industrial/commercial development of 134 acres in the city of Hayward, California and the enhancement of two nearby wetland parcels, totaling 90 acres, to mitigate wetland losses on the 134-acre site are proposed. The project sponsor and permit applicant is Marathon U.S. Realties, Inc. The applicant's purpose is to receive requested permits to subdivide the 134 acres into 65 lots, to build the necessary infrastructure, and to sell the parcels to industrial builders for profit. The proposed industrial /commercial business center site is located mostly in the city of Hayward, bordered on the north by the existing Bockman Canal, on the east by the Southern Pacific Railroad embankment, on the south by the Sulphur Creek levee, and on the west by lands of the East Bay Regional Park District and Oro Loma Sanitary District. Six alternatives are discussed in detail. Alternative 1 is the project as proposed by the applicant. To provide flood protection on-site, approximately 34,000 cubic yards of fill would be placed along the western site border to create a levee connecting to the Bockman Canal and Sulphur Creek levees. The site would be subdivided into 65 lots ranging in size from 1.1 to 5.4 acres. The development would provide sites for builders at $3.50 to $4.50 per square foot. The city of Hayward would provide sewer, water, police, and fire protection services for the site. The proposed mitigation parcels are included as part of the proposal. Ten-foot-wide channels would be dug to drain the interior of the parcel. A 30-foot wide ditch would route stormwater from the northeastern corner of the site to the south end and then to the outlet at the northwestern corner of parcel A. Three islands would be built and covered with sand and fine gravel. An inlet structure at the northeast corner of parcel A, opening into Sulphur Creek, would be controlled by a screwgate and flashboards. Parcel B would be maintained as an open-water area throughout the summer. One island of approximately 0.4 acres would be built in the ponded area. A 48-inch culvert with a slide flapgate would be located at the upper end of the ditch that connects parcels A and B. This culvert would remain open most of the time, but could be used to control drainage in either parcel without affecting the other. Alternative 2 would be the project as proposed by the applicant with alternative mitigation: (2a) no off-site mitigation, payment in lieu of a land bank fund, and (2b) improve one of the two mitigation parcels and provide payment in lieu of a land bank fund. Alternative 3 would develop east of the proposed loop roadway, with approximately 30 acres west of the western part of the loop road remaining as undeveloped wetland and approximately 104 acres being developed as an industrial business park. Each of these alternatives, however, involves development on portions of the on-site wetlands. Alternatives that would not affect the on-site wetlands are Alternative 4, acquisition of the site by a public agency, and Alternative 5, no action. POSITIVE IMPACTS: Approval and ultimate development of the proposed project would change the 134-acre tract from undeveloped partially grazed land to a combined light industrial/commercial business center. Under Alternative 1, enhanced shorebird habitat would result. Wildlife habitats, including deep water, shallow water, islands, and vegetated slopes, would increase. Water circulation and dilution of summertime seepage from the adjacent landfill would increase. Old refuse presently exposed on the surface around the margins of the parcels would be removed or buried. NEGATIVE IMPACTS: Alternatives 1 and 2 would result in the loss of 90 acres of seasonal wetland habitat. Alternative 3 would eliminate approximately 60 acres of seasonal wetland habitat. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850484, 323 pages, November 1, 1985 PY - 1985 KW - Urban and Social Programs KW - Archaeological Sites KW - Birds KW - Central Business Districts KW - Community Development KW - Creeks KW - Dikes KW - Drainage KW - Endangered Species (Animals) KW - Flood Control KW - Industrial Parks KW - Islands KW - Land Use KW - Landfills KW - Pipelines KW - Section 404(b) Statements KW - Site Planning KW - Wetlands KW - Wildlife KW - Wildlife Habitat KW - California KW - Endangered Species Act of 1973, Animals KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384458?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+MARATHON+INDUSTRIAL%2FCOMMERCIAL+BUSINESS+CENTER%2C+TRACT+5167%2C+HAYWARD%2C+CALIFORNIA.&rft.title=PROPOSED+MARATHON+INDUSTRIAL%2FCOMMERCIAL+BUSINESS+CENTER%2C+TRACT+5167%2C+HAYWARD%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, San Francisco, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 1, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SURVEY REPORT FOR FLOOD CONTROL AND RELATED PURPOSES, CLIFTON, ARIZONA. AN - 36397195; 548 AB - PURPOSE: Flood control measures combining a flood levee and relocation plans are proposed for Clifton, Greenlee County, Arizona. The plan would include relocation of the Riverside Addition, East Clifton, North Clifton, and the Patterson Addition areas of Clifton. Approximately 100 residences would be relocated. A new subdivision would be constructed on Tabletop Mesa, some three miles south of the existing downtown area. Costs for this portion of the plan are approximately $7.1 million. On an annual basis, costs are estimated to be approximately $603,100 and benefits, approximately $813,700, yielding a benefit-cost ratio of 1.35. The structural portion of the plan would consist of a 100-year levee for south Clifton. The levee, which would be set back about 100 feet from the channel, would be 3,000 feet long and would average 6 feet in height. Final alignment would be selected during detailed design studies. Highway 666 would be raised to the same elevation as the railroad, and a second floodgate would be provided. POSITIVE IMPACTS: The plan would completely eliminate flood damages in the proposed areas. NEGATIVE IMPACTS: Minor short-term construction-related adverse impacts would occur. Thirty structures that appear to be eligible for the National Register of Historic Places would be either relocated (20) or razed (10). The proposed relocation plan would also affect 63 structures that are potentially significant. The proposed levee may affect three historic structures. LEGAL MANDATES: Clean Air Act of 1977, as amended (42 U.S.C. 7411 et seq.), Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Orders 11988 and 11990, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850480, 311 pages and maps, October 31, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Creeks KW - Dikes KW - Flood Hazards KW - Flood Protection KW - Floodplains KW - Historic Sites KW - Housing KW - Relocation Plans KW - Relocations-Property Acquisitions KW - Rivers KW - Water Resources Management KW - Wetlands KW - Wildlife KW - Arizona KW - San Francisco River KW - Clean Air Act of 1977, as amended, Emission Standards KW - Endangered Species Act of 1973, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397195?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-31&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SURVEY+REPORT+FOR+FLOOD+CONTROL+AND+RELATED+PURPOSES%2C+CLIFTON%2C+ARIZONA.&rft.title=SURVEY+REPORT+FOR+FLOOD+CONTROL+AND+RELATED+PURPOSES%2C+CLIFTON%2C+ARIZONA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Los Angeles, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: October 31, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - KAHANA BAY NAVIGATION IMPROVEMENTS, OAHU, HAWAII. AN - 36386194; 555 AB - PURPOSE: Light-draft navigation improvements and a harbor of refuge for Kahana Bay, Oahu, Hawaii are proposed. Kahana Bay is located on the northeast coast of Oahu between Punaluu and Kaneohe Bay. The coastal reach between Haleiwa and Kaneohe Bay lacks adequate light-draft craft refuge. Improving Kahana Bay would reduce an existing wave exposure problem at the ramp and would accommodate light-draft crafts in distress during storm conditions when they are travelling between Kaneohe and Haleiwa. The preferred alternative is located at the existing Kahana boat ramp. The project consists of a 220-foot long breakwater, a 90-foot square turning basin 6 feet deep, and an entrance channel approximately 50 feet wide and 1,000 feet in length. The turning basin and the entrance channel will be dredged to minus 6 feet mean low low water (MLLW) and minus 8 feet MLLW, respectively. Four alternative crest elevations are proposed: plus 11.0 feet MLLW, 8.0 feet MLLW, 6.5 feet MLLW, and 5.0 feet MLLW. Approximately 8,600 cubic yards of sand material will be dredged. The first cost for the total project ranges from $837,000 to $1,109,800. The average annual cost is estimated to be $79,900 to $104,700, with a benefit-cost ratio ranging from 2.3 to 5.8. POSITIVE IMPACTS: Existing land use would not change. Recreational boating activities and subsistence fishing would improve. NEGATIVE IMPACTS: Increased boat usage will contribute to such impacts as petroleum spillage, litter, hydrocarbon emission, noise, dust, and turbidity. Possible blasting would impact on fish and create noise and dust. Turbidity and sedimentation are unavoidable impacts. Predators such as sharks will be attracted to the area. LEGAL MANDATES: Executive Order 11988, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1960, as amended (P.L. 86-645). JF - EPA number: 850478, 267 pages, October 30, 1985 PY - 1985 KW - Water KW - Bays KW - Breakwaters KW - Cultural Resources KW - Dredging KW - Fish KW - Harbor Improvements KW - Harbor Structures KW - Historic Sites KW - Navigation Aids KW - Recreation Facilities KW - Section 404(b) Statements KW - Ships KW - Waterways KW - Wildlife KW - Hawaii KW - Kahana Bay KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1960, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386194?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=KAHANA+BAY+NAVIGATION+IMPROVEMENTS%2C+OAHU%2C+HAWAII.&rft.title=KAHANA+BAY+NAVIGATION+IMPROVEMENTS%2C+OAHU%2C+HAWAII.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: October 30, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL PROJECT, PINELLAS COUNTY, FLORIDA. AN - 36398887; 553 AB - PURPOSE: Restoration and protection are proposed for gulf shoreline in Pinellas County, Florida. The preferred plan would provide for initial nourishment of 4,500 feet of Honeymoon Island shoreline, 5,000 feet of western shoreline of Clearwater Beach Island, and 38,500 feet of Sand Key shoreline. Caldesi Island would undergo periodic nourishment in conjunction with nourishment of Honeymoon Island. Continued nourishment would be provided for 2,500 feet of Long Key shoreline, for 6,700 feet of Mullet Key shoreline, and for Treasure Island. Dredging would occur every five years or as needed to provide continued bank protection. Material for the initial fill and for future nourishment would be obtained from a borrow area in the gulf and from existing navigation channels. The gulf borrow area is located 6,700 feet offshore of Mullet Key. The estimated first cost of the improvement plan is $27.65 million. The estimated annual cost for interest, amortization, and future nourishment is $4.17 million, with annual benefits of $14.5 million. The benefit cost ratio is 3.5. Modification of the existing federal project for beach erosion control in Pinellas County is recommended. Total estimated first cost, based on existing shorefront ownership, is $13.99 million, with an annual cost of $986,600 for continued nourishment. POSITIVE IMPACTS: The selected plan, which would be in full compliance with the Florida Coastal Zone Management Plan, would restore eroded beaches where needed, and would maintain the restored and existing beaches at an acceptable cost. This would enhance those characteristics that attract tourists and retirees, whose presence would promote economic growth in the region. The two offshore shoals providing fill material would be dredged no deeper than the surrounding contours; therefore, there would be no degradation of water quality or loss of marine habitat. The shoals are not considered to support a significant population of benthic organisms. NEGATIVE IMPACTS: Vessel movement and filling work could harm manatees and disrupt the nesting process of loggerhead turtles. Temporary increases in water turbidity would occur at dredging and discharge sites, accompanied by a lowered dissolved oxygen condition. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.); Executive Orders 11988 and 11990; Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); and Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0308D, Volume 8, Number 6. JF - EPA number: 850472, 378 pages and maps, October 28, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Beaches KW - Coastal Zones KW - Cost Assessments KW - Dredging KW - Endangered Species (Animals) KW - Erosion Control KW - Recreation Resources KW - Section 404(b) Statements KW - Water Quality KW - Florida KW - Endangered Species Act of 1973, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36398887?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=JAMES+CITY+COUNTY%27S+PROPOSED+DAM+AND+WATER+SUPPLY+RESERVOIR+ON+WARE+CREEK%2C+VIRGINIA.&rft.title=JAMES+CITY+COUNTY%27S+PROPOSED+DAM+AND+WATER+SUPPLY+RESERVOIR+ON+WARE+CREEK%2C+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: October 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - STATE TRUNK HIGHWAY 50, U.S. 12 TO I-94, WALWORTH AND KENOSHA COUNTIES, WISCONSIN--FEDERAL PROJECT NO. F 0030( ). AN - 36385172; 540 AB - PURPOSE: Improvement of State Trunk Highway 50 (T.H. 50), extending 23 miles from U.S. Route 12 near Lake Geneva, Wisconsin to I-94 near Kenosha, Wisconsin, is proposed. The road would be reconstructed into four lanes with controlled access, two 12-foot driving lanes in each direction, and a 50-foot grassed median. The western segment of T.H. 50, approximately three miles long, from U.S. Route 12 to a point just north of Lake Ivanhoe in Walworth County, generally would follow the route of existing T.H. 50. The central segment of T.H. 50, from the eastern terminus of the western segment to a point just east of the community of New Munster, approximately 6.5 miles, would follow T.H. 50 south of Slades Corners. The eastern segment of T.H. 50, from the eastern terminus of the central segment to I-94, approximately 13.7 miles to I-94, requires a new four-lane bridge crossing the Fox River. The preferred alternative for the eastern segment follows the present route of T.H. 50 from New Munster, across the Fox River and Soo Line Railroad, and through Paddock Lake to the existing interchange with I-94. Through the Paddock Lake business district and in the vicinity of Old Settlers Park, the cross section of the preferred alternative, would consist of four traffic lanes with either a raised median or a two-way left-turn lane in the center. POSITIVE IMPACTS: A positive contribution would be made to the socioeconomic character of the corridor, local institutions, emergency vehicle services, and recreational travelers. The number of accidents would be reduced by approximately 45 percent. NEGATIVE IMPACTS: The preferred alternative would displace five residences in the western segment and three farm properties in the central segment, and would require substantial business and residential displacement in the eastern segment. The preferred alternative would require the acquisition of a strip of land along the existing T.H. 50 rights-of-way through Old Settlers Park in Paddock Lake. One site is potentially eligible for the National Register of Historic Properties. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Aid Highway Act of 1976 (P.L. 94-280), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0352D, Volume 8, Number 9. JF - EPA number: 850463, 2 volumes and maps, October 18, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-WISC-EIS-84-01-F KW - Farmlands KW - Floodplains KW - Forests KW - Highway Structures KW - Highways KW - Historic Sites KW - Parks KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Section 106 Statements KW - Socioeconomic Assessments KW - Wetlands KW - Wildlife Habitat KW - Wisconsin KW - Department of Transportation Act of 1966, Historic Sites KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1976, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Historic Sites UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385172?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=STATE+TRUNK+HIGHWAY+50%2C+U.S.+12+TO+I-94%2C+WALWORTH+AND+KENOSHA+COUNTIES%2C+WISCONSIN--FEDERAL+PROJECT+NO.+F+0030%28+%29.&rft.title=STATE+TRUNK+HIGHWAY+50%2C+U.S.+12+TO+I-94%2C+WALWORTH+AND+KENOSHA+COUNTIES%2C+WISCONSIN--FEDERAL+PROJECT+NO.+F+0030%28+%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Madison, Wisconsin; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: October 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONSTRUCTION OF AN EARTH FILL DAM AND RESERVOIR AT THE PROPOSED FRANK JACKSON STATE PARK, COVINGTON COUNTY, ALABAMA (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1983). AN - 36397155; 547 AB - PURPOSE: Construction of an earthfill dam on Lightwood Knot Creek in Covington County, Alabama is proposed to create a 1,086-acre reservoir that would be the focal area of the Frank Jackson State Park. The park, which would contain 2,225 acres, would be located near the city of Opp. The 3,000-foot-long, 26-foot-wide earthen dam, which would have a clay core and a concrete spillway, would create a reservoir fed principally by Pond and Lightwood creeks; the two creeks drain 47,272 acres. A 15-foot-wide service road would extend down the downstream face of the dam to a proposed 200-kilowatt hydroelectric station, which would provide electric power for the park. The draft supplement to the final environmental impact statement of July 1983 presented a reanalysis of the project need, a habitat evaluation of the project area, a mitigation plan, and updated information regarding water quality, project cost, socioeconomic data, and alternatives not previously addressed. Total estimated project cost is $4.9 million. POSITIVE IMPACTS: Creation of the reservoir and park would provide a recreational resource for residents of Alabama State Planning Districts 5, 6, 7, and 8, serving an estimated 227,000 persons within a 50-mile service area. Both urban and rural communities would be served. Land values surrounding the recreational resource, including land values in the city of Opp, would increase, and the potential for land development close to the park would be enhanced. NEGATIVE IMPACTS: The project would result in the loss of 2,225 acres of forestland and abandoned pasture, 680 acres of palustrine wetlands, 357 acres of forested floodplains, 3.8 miles of free-flowing stream, and wildlife habitat associated with these resources. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, and the draft supplement to the final environmental impact statement, see 83-0037D, Volume 7, Number 1; 83-0485F, Volume 7, Number 9; and 85-0332D, Volume 9, Number 7, respectively. JF - EPA number: 850458, 186 pages, October 17, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Creeks KW - Dams KW - Electric Power KW - Floodplains KW - Forests KW - Impact Assessment Methodology KW - Lakes KW - Parks KW - Recreation Resources KW - Reservoirs KW - Roads KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Alabama KW - Frank Jackson State Park KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397155?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATIONS+AND+MAINTENANCE+PROGRAM%2C+HARLAN+COUNTY+LAKE%2C+NEBRASKA%3A+MULTIPLE-PURPOSE+PROJECT%2C+KANSAS+RIVER+BASIN%2C+REPUBLICAN+RIVER+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1977%29.&rft.title=OPERATIONS+AND+MAINTENANCE+PROGRAM%2C+HARLAN+COUNTY+LAKE%2C+NEBRASKA%3A+MULTIPLE-PURPOSE+PROJECT%2C+KANSAS+RIVER+BASIN%2C+REPUBLICAN+RIVER+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1977%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: October 17, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED WOLF CREEK VALLEY SKI AREA, SAN JUAN NATIONAL FOREST, MINERAL COUNTY, COLORADO. AN - 36397454; 515 AB - PURPOSE: Development of a downhill ski area, located approximately 12 miles north of Pagosa Springs, Colorado on U.S. Highway 160 in the area commonly known as Windy Pass in the Pagosa District, San Juan National Forest in Mineral County, Colorado, has been proposed by Westfork Investment, Ltd. Under the preferred alternative, development would be phased, with the first phase having a capacity of 4,050 skiers-at-one-time, four lifts, and 253 acres of trails. Future phases would be completed as the market may justify. At project completion, the ski area would have a capacity of 11,750 skiers at one time, 14 chairlifts, a gondola, and 904 acres of trails. Approximately 2,362 acres of National Forest System land would be under permit. An area included in the proposal and of particular importance to the proponent is that referred to as the back bowls. Four lifts systems are proposed to service this terrain, which is in an open bowl configuration with natural parks and openings and glades of aspen intermixed with spruce fir. Ability levels serviced by the proposed lifts range from low intermediate to expert. The four back bowl lifts would operate at a relatively low hourly capacity in order to maintain a low-trail density of five skiers per acre. A capacity of 1,750 skiers at one time is proposed in an effort to assure a quality skiing experience. The ski base area would be located on private land immediately adjacent to the base lift terminals and ski runs. The ski base would contain skiing oriented services, a base lodge, transit facilities, and skier parking in a combination of surface parking lots and parking structures. To accommodate this base, approximately one mile of U.S. Highway 160 would be relocated 550 feet west of the current alignment. The proposed relocation would be designed to meet the requirements of a Type B roadway with a design speed of 65 mph, with two 12-foot lanes and 8-foot paved shoulders on each side. Where auxiliary climbing lanes are necessary, they would be 12 feet wide and the shoulder would be reduced to 4 feet. The estimated cost of the proposed road realignment would be $2.8 million and would be borne wholly by the proponent. A full range of housing units and services would be developed in the ski base area and ultimately would include 20 single-family residences, 78 townhouses, 476 condominiums, and 220 condominium-hotel units. In addition, approximately 65,000 square feet of ski-related commercial retail space would be built at the ski base. Two 18-hole golf courses, an equestrian center, trail system, and water-oriented recreation uses would be included in the program. POSITIVE IMPACTS: Within the total area proposed for development, significant cultural resources would be preserved. Because of the high value of the vegetation to the development, the danger of wildfire spreading onsite would be reduced. In some cases, there would be an opportunity for improving certain wildlife habitats. Development will enhance and help diversify the economic base of the area and would increase employment opportunities. The development would help meet projected demand trends for downhill skiing on the San Juan National Forest. NEGATIVE IMPACTS: Development of the ski area would be phased, and the first steep trails cleared would have a relatively high risk of man-induced slope failures. There would be less visual diversity and character, especially in the fall, because of the removal of some aspen trees. Vegetation disturbance would affect wildlife habitat over the entirety of the proposed permit area. The realignment of U.S. Highway 160 would have short-term impact due to land disturbance resulting from construction. A proposed lift could affect one archaeological site on National Forest System land. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850451, 460 pages, October 10, 1985 PY - 1985 KW - Parks, Refuges and Forests KW - Agency number: 02-13-85-03 KW - Archaeological Sites KW - Commercial Zones KW - Cultural Resources KW - Employment KW - Forests KW - Highways KW - Housing KW - Parking KW - Parks KW - Recreation Facilities KW - Section 404(b) Statements KW - Ski Areas KW - Socioeconomic Assessments KW - Trails KW - Vegetation KW - Visual Resources KW - Wetlands KW - Wildlife Habitat KW - Colorado KW - San Juan National Forest KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397454?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-10&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+WOLF+CREEK+VALLEY+SKI+AREA%2C+SAN+JUAN+NATIONAL+FOREST%2C+MINERAL+COUNTY%2C+COLORADO.&rft.title=PROPOSED+WOLF+CREEK+VALLEY+SKI+AREA%2C+SAN+JUAN+NATIONAL+FOREST%2C+MINERAL+COUNTY%2C+COLORADO.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Agriculture, Forest Service, Durango, Colorado; DA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: October 10, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PELLISSIPPI PARKWAY EXTENSION FROM INTERSTATE ROUTE 40/75 TO STATE ROUTE 115, KNOX-BLOUNT COUNTIES, TENNESSEE. AN - 36399603; 481 AB - PURPOSE: Extension of Pellissippi Parkway, State Route 162 (S.R. 162), from Interstate I-40/75 to S.R. 115 (Alcoa Highway) in Knox and Blount counties, Tennessee is proposed. The preferred alternative begins at the existing Pellissippi Parkway interchange with I-40/75. It then proceeds southeasterly until is crosses Northshore Drive, where it turns northeast to cross between the Sinking Creek embayment and Fort Loudoun Lake. As it nears Tool's Bend Road, it turns southeast through Tool's Bend and crosses the Tennessee River into Blount County. The route ends on Alcoa Highway approximately 0.3 miles north of Air Base Road. The proposed new highway would be constructed as a four-lane, divided, controlled-access facility. Design features would include four 12-foot traffic lanes, with either a 48-foot median or a 14-foot median with a 'New Jersey type' barrier, depending on the terrain, on a minimum of 250 feet of rights-of-way. Length of the new highway would be 12.4 miles, and a major structure over the Tennessee River would be required. Estimated construction costs would be $79.2 million. POSITIVE IMPACTS: The project would improve local and regional access and traffic service, reduce traffic congestion on existing roads, improve safety and operating conditions in the transportation corridor, enhance future planned growth, and provide an additional bridge over the Tennessee River. NEGATIVE IMPACTS: The five alternatives would displace 52 families and 21 businesses. Construction of a new road would require 421 acres of rights-of-way, while improvements to the existing road would require 48 acres. The preferred alternative would require acquisition of 421 acres of rights-of-way, including 49.7 acres of prime farmland, and would possibly impact on archaeological sites. The highway extension would pass through areas occupied by threatened or endangered plant and animal species. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0497D, Volume 8, Number 10. JF - EPA number: 850444, 678 pages and maps, October 4, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-TN-EIS-84-04-F KW - Archaeological Sites Surveys KW - Bridges KW - Endangered Species (Animals) KW - Endangered Species (Plants) KW - Farmlands KW - Fish KW - Highways KW - Historic Sites Surveys KW - Relocations-Property Acquisitions KW - Traffic Control KW - Transportation KW - Tennessee KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36399603?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PELLISSIPPI+PARKWAY+EXTENSION+FROM+INTERSTATE+ROUTE+40%2F75+TO+STATE+ROUTE+115%2C+KNOX-BLOUNT+COUNTIES%2C+TENNESSEE.&rft.title=PROPOSED+PELLISSIPPI+PARKWAY+EXTENSION+FROM+INTERSTATE+ROUTE+40%2F75+TO+STATE+ROUTE+115%2C+KNOX-BLOUNT+COUNTIES%2C+TENNESSEE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Nashville, Tennessee; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: October 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MERRIMACK RIVER BRIDGE AND APPROACH ROADWAYS, MIDDLESEX COUNTY, MASSACHUSETTS. AN - 36386567; 474 AB - PURPOSE: Construction of a new four-lane bridge over the Merrimack River in the western portion of Lowell, Middlesex County, Massachusetts is proposed. The new bridge approach roadway from Route 3, south of the river, has four lanes and signalized intersections with the three major local streets that it crosses. North of the river, the roadway has four lanes through two signalized intersections, then two lanes from Varnum Avenue to its northern terminus at Mammoth Road. Traffic studies show that the projected use of the new bridge would overburden several of the intersections with local streets if no additional improvements are made. To allow acceptable levels of service south of the river, a scheme of one-way pairs on two parallel streets is proposed (Princeton Boulevard and Middlesex Street). North of the river, a jughandle intersection is proposed at Pawtucket Boulevard. Four alternatives are evaluated in this study. The No-Build Alternative takes no action to resolve Lowell's traffic problems, allowing a worsening of congestion. It is used as a baseline for evaluating future conditions. The Eastern Alignment is approximately 3.6 miles in length. The bridge crossing the Merrimack River is 1,009 feet in length and provides a maximum clearance over the river of 38 feet. In order to satisfy the combined requirements of the clearance height over the railroad tracks on the river bank, the maximum design slope of the bridge, and clearance over the river's flood elevation, it would be necessary to construct a fill section of 160 feet from the seawall on the north bank of the river for an abutment. The Central Alignment begins at the same location as does the Eastern Alignment; however, it passes in a more westerly direction through Chelmsford. Because of clearance requirements, a grade-separated interchange would be required at Middlesex Street on the south side of the bridge. The bridge over the Merrimack River is 993 feet long and provides a maximum clearance above the water of 36 feet. The total length of the alignment is 4.3 miles. The Crossover Alignment would minimize land takings. The bridge over the Merrimack River is 1,114 feet long and provides a maximum vertical clearance of 37 feet. The total length of this alignment is 4.3 miles. The estimated construction costs are $29.6 million to $33.6 million. POSITIVE IMPACTS: The proposed project would provide a new transportation facility that would increase river crossing capacity and provide more direct access to a developing part of the city of Lowell. In 2005, it would reduce total vehicle miles travelled by 120,000 to 148,000 and vehicle hours of travel by 9,600 to 10,400. It would improve the overall levels of service in the area and downtown Lowell and would relieve congestion on the existing river bridges in Lowell. NEGATIVE IMPACTS: The alternatives require taking 4 to 10 single-family structures, 2 to 10 two-family structures, and up to 2 businesses. From 0.6 to 2.1 acres of parkland would be required, and from 8.9 to 11.2 acres of wetlands would be removed. Recreational activities would be impacted, particularly sailing. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.). JF - EPA number: 850442, 187 pages and maps, October 4, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MASS-EIS-85 01-D KW - Air Quality KW - Bridges KW - Central Business Districts KW - Commercial Zones KW - Highway Structures KW - Land Acquisitions KW - Parks KW - Property Disposition KW - Railroad Structures KW - Rivers KW - Roads KW - Section 4(f) Statements KW - Traffic Analyses KW - Traffic Control KW - Wetlands KW - Wildlife KW - Massachusetts KW - Department of Transportation Act of 1966, Historic Sites KW - Department of Transportation Act of 1966, Parks KW - Department of Transportation Act of 1966, Recreation Resources UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386567?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-19&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MAINTENANCE+DREDGING+OF+NEWTOWN+CREEK%2C+NEW+YORK%3A+NAVIGATION+PROJECT.&rft.title=MAINTENANCE+DREDGING+OF+NEWTOWN+CREEK%2C+NEW+YORK%3A+NAVIGATION+PROJECT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Cambridge, Massachusetts; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: October 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - KEWEENAW WATERWAY CONFINED DISPOSAL FACILITY, HOUGHTON COUNTY, MICHIGAN. AN - 36385267; 490 AB - PURPOSE: The Keweenaw Waterway is 25 miles long and runs in a northwest-southeast direction across the Keweenaw Peninsula in the upper peninsula of Michigan. The Corps of Engineers proposes to construct a confined disposal facility (CDF) adjacent to the U.S. Coast Guard installation to contain approximately 308,000 cubic yards of polluted material to be dredged from the navigation channel during 10 years of maintenance dredging operations. The entire Keweenaw Waterway, with the exception of the northernmost 1.3 miles, is found to contain fine grained sediments contaminated with elevated levels of arsenic, copper, oil and grease, and zinc. The sediments contain levels of copper that may adversely affect aquatic life; thus, the sediments from the channel southerly from mile point 1.3 must be confined. Due to the lack of a CDF, the contaminated sediments have not been dredged in some 10 years. The preferred alternative proposes to construct a CDF at the Keweenaw Waterway site. This would provide a facility to contain the accumulated polluted sediments to be dredged from the upper navigation channel of the Keweenaw Waterway during 10 years of maintenance dredging operations and allow for unhindered passage of vessels. The site, located between the Keweenaw Waterway and Highway M-203, is north of Lily Pond and east of the waterway. The initial area under investigation covered approximately 85 acres of limited forested upland and lowland habitat. The CDF would cover approximately 28 acres. The dimensions would be approximately 940 feet by 1,300 feet with dikes about 12 feet in height. Material for dike construction would be mainly from on-site material placed there from previous dredging activities. The two-celled structure would be sealed with a plastic liner, clay, or clay bentonite. The dikes would contain two weirs, one each per cell, to control drainage and to provide for monitoring of the effluent. Upon completion of the filling operations, the filled structure would be replanted with suitable herbaceous and woody vegetation. POSITIVE IMPACTS: The proposed action would preserve the harbor as a harbor-of-refuge for lake carriers and would keep the waterway open for through navigation. Indirect social benefits would develop from increased temporary employment. NEGATIVE IMPACTS: Approximately 28 acres of diverse upland vegetation would be lost during construction and fill. Wildlife that are able to relocate would do so, due to the decrease in habitat. Competition for habitat in adjacent areas would cause a minor decrease in the population of birds and wildlife, although new habitat could develop. LEGAL MANDATES: Coastal Zone Management Act of 1972 (43 U.S.C. 1241), Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Orders 11988 and 11990, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850440, 123 pages, October 4, 1985 PY - 1985 KW - Wastes KW - Dikes KW - Disposal KW - Dredging KW - Harbor Improvements KW - Harbors KW - Landfills KW - Metals KW - Navigation KW - Plant Control KW - Sediment Analyses KW - Ships KW - Sludge Disposal KW - Vegetation Surveys KW - Wastewater KW - Waterways KW - Weirs KW - Wetlands KW - Wildlife Habitat KW - Great Lakes KW - Michigan KW - Coastal Zone Management Act of 1972, Compliance KW - Endangered Species Act of 1973, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 401 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385267?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=KEWEENAW+WATERWAY+CONFINED+DISPOSAL+FACILITY%2C+HOUGHTON+COUNTY%2C+MICHIGAN.&rft.title=KEWEENAW+WATERWAY+CONFINED+DISPOSAL+FACILITY%2C+HOUGHTON+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: October 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Subdivision Froude Number AN - 19448402; 7392243 AB - A Froude number that is applicable to subdivisions of a cross section is developed assuming one-dimensional flow. The subdivision Froude number is shown to be an accurate index of the flow regime in subdivisions of a cross section. An imaginary Froude number in a floodplain indicates the velocity is increasing with dept hand that a one-dimensional flow assumption may be invalid. Mixed flow regimes at a cross section which invalidate assumptions associated with the standard step method can be recognized with the subdivision Froude number. A total of 193 cross section-discharge combinations were tested with a modified version of HEC-2; eleven had a mixed flow regime and thirty-six has at least one imaginary Froude number. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Schoellhamer, D H AU - Peters, J C AU - Larock, B E Y1 - 1985/10// PY - 1985 DA - October 1985 SP - 14 KW - Water Resources Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Testing Procedures KW - Rivers KW - Hydrological Regime KW - River discharge KW - Velocity KW - Freshwater KW - Stream flow KW - Flood Plains KW - Flood plains KW - Fluid dynamics KW - Standards KW - River Flow KW - Froude number KW - Froude Number KW - SW 0835:Streamflow and runoff KW - Q2 09171:Dynamics of lakes and rivers UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19448402?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Schoellhamer%2C+D+H%3BPeters%2C+J+C%3BLarock%2C+B+E&rft.aulast=Schoellhamer&rft.aufirst=D&rft.date=1985-10-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=Subdivision+Froude+Number&rft.title=Subdivision+Froude+Number&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - One-Dimensional Model for Mud Flows AN - 19446676; 7392244 AB - In this paper a transient, one-dimensional model for dynamic flood routing of mud flows is presented. The governing equations of mass and momentum conservation incorporate laminar flow resistance effects and utilize a power law expression to represent the cross-sectional geometry of the channel. The equations are solved by the method of characteristics on fixed time lines and program execution is performed on a microcomputer. Numerical results are compared with published experiment data for a laminar flow, dambreak problem of viscous oil. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Schamber AU - MacArthur, R C Y1 - 1985/10// PY - 1985 DA - October 1985 SP - 14 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Mathematical models KW - Laminar Flow KW - Computers KW - Conservation of momentum KW - Mud KW - Channels KW - Oil KW - Debris flow KW - Hydrologic Models KW - Resistance KW - Laminar flow KW - Fluid dynamics KW - Conservation KW - Flood Routing KW - River Flow KW - Modelling KW - Q2 09169:Fluid mechanics KW - SW 0870:Erosion and sedimentation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19446676?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Schamber%3BMacArthur%2C+R+C&rft.aulast=Schamber&rft.aufirst=&rft.date=1985-10-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=One-Dimensional+Model+for+Mud+Flows&rft.title=One-Dimensional+Model+for+Mud+Flows&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Role of Small Computers in Two-Dimensional Flow Modeling AN - 19446069; 7392246 AB - This paper describes the computational aspects and computer usage history of numerical simulations of horizontal, free surface, steady or unsteady two-dimensional flow fields. The focus is on a particular numerical model (RMA-2) that has been used and developed at the Hydrologic Engineering Center (HEC) and elsewhere for the past decade. RMA-2 solves the complete Reynolds's equations for turbulent flow in two dimensions using the finite element method. Terms describing bottom friction, surface wind, and Coriolis forces are included. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M Y1 - 1985/10// PY - 1985 DA - October 1985 SP - 16 KW - Water Resources Abstracts KW - Engineering KW - Hydrologic Models KW - Turbulent Flow KW - Friction KW - History KW - Computers KW - Finite Element Method KW - Wind KW - Free Surfaces KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19446069?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M&rft.aulast=Gee&rft.aufirst=D&rft.date=1985-10-01&rft.volume=&rft.issue=&rft.spage=16&rft.isbn=&rft.btitle=Role+of+Small+Computers+in+Two-Dimensional+Flow+Modeling&rft.title=Role+of+Small+Computers+in+Two-Dimensional+Flow+Modeling&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Iron Bacteria Occurrence, Problems & Control Methods in Water Wells AN - 14209827; 10418101 AB - The nature and occurrence of iron-precipitating bacteria in groundwater are delineated in order to guide development of effective strategues for controlling their growth in water wells. As a result of their ability to deposit ferric hydrate around their cells and to excrete extracellular polysaccharide slimes, these organisms are capable of causing significant clogging problems in wells and water distribution systems. Chlorine and Quaternary ammonia compounds have been shown to be effective disinfectants for killing Fe bacteria. Physical control methods, including heat treatment, have also been shown to be effective in pilot studies. JF - USACE Report AU - Hackett, Glen AU - Lehr, Jay H Y1 - 1985/09/30/ PY - 1985 DA - 1985 Sep 30 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - REDOX KW - ULTRAVIOLET RADIATION KW - BACTERIA KW - CORROSION KW - WATER CHEMISTRY KW - CHEMICAL PRECIPITATION KW - ACIDS KW - GROUNDWATER KW - WATER WELLS KW - CHLORINATION KW - IRON KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14209827?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Iron+Bacteria+Occurrence%2C+Problems+%26amp%3B+Control+Methods+in+Water+Wells&rft.au=Hackett%2C+Glen%3BLehr%2C+Jay+H&rft.aulast=Hackett&rft.aufirst=Glen&rft.date=1985-09-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - REDOX; WATER WELLS; BACTERIA; ULTRAVIOLET RADIATION; CORROSION; CHLORINATION; WATER CHEMISTRY; GROUNDWATER; ACIDS; CHEMICAL PRECIPITATION; IRON ER - TY - RPRT T1 - WAIKOLOA BEACH RESORT, WAIKOLOA, SOUTH KOHALA DISTRICT, ISLAND OF HAWAII. AN - 36388562; 496 AB - PURPOSE: Creation of a recreational lagoon is proposed for the Waikoloa Beach Resort on the island of Hawaii. The work would be performed in conjunction with plans to develop a major resort complex in the Waikoloa Beach Resort area. The proposed action would involve excavation of a five-acre lagoon that would include an artificial beach area for safe water recreation adjacent to Waiulua Bay. The remaining anchialine ponds on the Waikoloa Beach Resort properties would be filled in, and a foot bridge would connect the northern and southern sides of Waiulua Bay. Three luxury resort hotels and a luxury resort condominium would be constructed partly or wholly atop the filled ponds. A new 12-acre anchialine pond preservation area would be created within the resort area. The applicants' proposed development would involve approximately 130 acres of the coastal portion of the Waikoloa Beach Resort properties. POSITIVE IMPACTS: The resort development would increase employment opportunities and economic activity in Hawaii County and would serve as a major tourist destination. The lagoon would serve as a safe recreation area along the shoreline, and the fill would raise the habitable structures above the estimated tsunami inundation level. NEGATIVE IMPACTS: The proposed action would decrease the number of anchialine ponds, a unique type of aquatic ecosystem containing unique organisms. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 85-0186D, Volume 9, Number 4. JF - EPA number: 850424, 463 pages, September 27, 1985 PY - 1985 KW - Water KW - Beaches KW - Coastal Zones KW - Employment KW - Flood Protection KW - Hotels KW - Housing KW - Lagoons KW - Landfills KW - Marine Systems KW - Recreation Facilities KW - Resorts KW - Site Planning KW - Water Resources KW - Wetlands KW - Hawaii KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388562?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-27&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WAIKOLOA+BEACH+RESORT%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII.&rft.title=WAIKOLOA+BEACH+RESORT%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 27, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PHASE I GENERAL DESIGN MEMORANDUM ON THE SANTA ANA RIVER MAIN STEM, INCLUDING SANTIAGO CREEK, CALIFORNIA (UPPER SANTA ANA RIVER FLOOD STORAGE ALTERNATIVES SUPPLEMENT). AN - 36386610; 493 AB - PURPOSE: Implementation of an extensive flood control program, including channel work, dam construction and modification, land acquisition, and construction of recreational facilities, in Orange, Riverside, and San Bernardino counties, California is proposed. The project would involve construction of a rock- and earth-filled dam, located in San Bernardino County near the communities of Mentone and East Highlands, to collect floodwaters from Big Bear Lake, the upper Santa Ana River, and Mill and Plunge creeks; management of the floodplain between Mentone Dam and Prado Reservoir; enlargement of the Prado Reservoir; improvements to the Oak Street Drain; acquisition of the Santa Ana Canyon floodplain; improvement of the lower Santa Ana River channel from Prado Dam to the Pacific Ocean; improvement of the Santiago Creek channel in Orange County; preservation of 92 acres of wildlife habitat at the mouth of the Santa Ana River; and development of recreational facilities. The upstream reservoir near Mentone would have a gross storage capacity of 181,500 feet and would require acquisition of 3,110 acres of land, 235 acres of which would be developed into a regional park. Other recreational facilities would include five recreation lakes, a lake beach, and trails for hiking, bicycling, and horseback riding. This draft supplement to the final supplemental environmental impact statement focuses on issues of significance to the selection of a preferred alternative to Mentone Dam as the upstream flood storage element. The tentatively recommended alternative, the Upper Santa Ana dam, would store greater than standard project floodflows and would increase lower basin flood protection levels significantly. The plan includes construction of a 550-foot high earthfill and rockfill dam; construction of a detached spillway; and recreation development. Total first costs for the project are estimated to be $939 million, and the estimated benefit-cost ratio is 2.1. POSITIVE IMPACTS: The project would provide flood control to residents along the Santa Ana River main stem, Santiago Creek, and the Oak Street Drain, obviating the need for flood insurance in these areas. In addition, the project would provide 1.0 to 3.7 million cubic yards of material for beach replenishment, increase personal and business incomes during construction, provide water conservation benefits, restore 92 acres of salt marsh and 1,500 acres of open wildlife habitat, improve surface water and groundwater quality, and protect 3,110 acres of open space at the Mentone Dam site. NEGATIVE IMPACTS: Construction and expansion of the reservoirs would require relocation of 176 homes, 11 businesses, 27 dairies, and 2 ranches, and elimination of 227 acres of farmland. In addition, the project would result in temporary elimination of 1,500 acres of sage scrub habitat, loss of 1,000 acres of riparian growth and 8 acres of salt marsh, and disruption of the communities around the reservoirs. LEGAL MANDATES: Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Fish and Wildlife Coordination Act (16 U.S.C. 661 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements and the draft and final supplemental environmental impact statements, see 77-0522D, Volume 1, Number 5; 78-1356F, Volume 2, Number 12; 80-0759D, Volume 4, Number 9; and 81-0830F, Volume 5, Number 10, respectively. JF - EPA number: 850421, 3 volumes and maps, September 27, 1985 PY - 1985 KW - Water KW - Beaches KW - Dams KW - Dredging KW - Flood Control KW - Floodplains KW - Lakes KW - Land Acquisitions KW - Marine Systems KW - Open Space KW - Parks KW - Recreation Facilities KW - Reservoirs KW - Rivers KW - Trails KW - Water Quality KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - California KW - Santa Ana River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386610?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LORAIN+SMALL-BOAT+HARBOR%2C+LORAIN%2C+OHIO.&rft.title=LORAIN+SMALL-BOAT+HARBOR%2C+LORAIN%2C+OHIO.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Los Angeles, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 27, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - THE DESIGNATION OF A DEEP OCEAN DISPOSAL SITE NEAR JOHNSTON ATOLL FOR BRINE AND SOLID WASTE. AN - 36385226; 488 AB - PURPOSE: The establishment of a deep ocean dumping site in the vicinity of Johnston Atoll (JA) for the disposal of decontaminated or noncontaminated solid wastes, agent-free process scrubber waste, and solid waste generated by routine JA activities is proposed. Johnston is a coral atoll located 717 nautical miles (nm) southwest of Honolulu, Hawaii. The atoll consists of four small islands, of which Johnston Island is the largest, having a surface area of approximately 625 acres enclosed in an egg-shaped reef. The waste to be disposed includes liquid waste that will be generated by the Army's Johnston Atoll Chemical Agent Disposal System (JACADS) by the destruction of obsolete and unserviceable chemical agents and munitions presently stored at JA. Materials to be destroyed in JACADS are the nerve agents GB and VX and the blistering agent HD, which are contained in bombs, projectiles, rockets, and mines as well as ton containers. The preferred alternative is the ocean disposal of these wastes in the proposed site, which is centered at 16 degrees, 27.5 minutes north latitude and 169 degrees, 32.0 minutes west longitude. The site is 13 to 19 nm south of JA in water approximately 2,000 fathoms deep (3,600 meters). The site is trapezoidal, measuring 2 nm by 4 to 6 nm. It is the closest site to the atoll that exhibited favorable current and circulation patterns and also exhibited low biological abundance. Based on existing data from bathymetric charts and deep sea submersible dives, the bottom is likely to be a gently sloping plane, covered with sediments of variable thicknesses, descending to the abyssal depths of the Pacific Ocean. POSITIVE IMPACTS: Information to date indicates that ocean disposal is the environmentally preferred alternative as well as the least complicated and most cost effective. Currents at the preferred alternative site would advect brine away from the atoll. Disposal of liquid waste would be permanent, and transportation costs would be less than for a site farther from the island. NEGATIVE IMPACTS: The environmental consequences of deep ocean disposal of the JACADS scrubber waste or agent-free solid waste are expected to be minor and transient. The proposed disposal site can receive the materials without jeopardizing the life support systems of marine biota. The clean solid waste will have a negligible effect on the bottom. The deep ocean at the proposed disposal site does not produce significant quantities of food for man. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.); Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Mammal Protection Act of 1972 (16 U.S.C. 1361 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and Resource Conservation and Recovery Act of 1976 (42 U.S.C. 6901 et seq.). JF - EPA number: 850416, 562 pages, September 26, 1985 PY - 1985 KW - Wastes KW - Biologic Assessments KW - Biological Agents KW - Birds KW - Chemical Agents KW - Chemical Treatment Plans KW - Chemicals KW - Corals KW - Disposal KW - Hazardous Wastes KW - Marine Surveys KW - Materials Handling KW - Military Operations (Army) KW - Munitions KW - Ocean Dumping KW - Toxicity KW - Waste Disposal KW - Wildlife Surveys KW - Johnston Atoll KW - Pacific Ocean KW - Endangered Species Act of 1973, Compliance KW - Federal Water Pollution Control Act of 1972, Compliance KW - Marine Mammal Protection Act of 1972, Compliance KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - Resource Conservation and Recovery Act of 1976, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385226?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=THE+DESIGNATION+OF+A+DEEP+OCEAN+DISPOSAL+SITE+NEAR+JOHNSTON+ATOLL+FOR+BRINE+AND+SOLID+WASTE.&rft.title=THE+DESIGNATION+OF+A+DEEP+OCEAN+DISPOSAL+SITE+NEAR+JOHNSTON+ATOLL+FOR+BRINE+AND+SOLID+WASTE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Environmental Protection Agency, San Francisco, California; EPA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BRADLEY LAKE HYDROELECTRIC PROJECT, ALASKA--FERC NO. 8221 (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1982). AN - 36389634; 447 AB - PURPOSE: Construction of a 90-megawatt (MW) hydroelectric facility at Bradley Lake on the Kenai Peninsula of Alaska is proposed. This final supplement to the final environmental impact statement of August 1982 describes a similar project on the same location as that originally proposed but later deauthorized. The project would include a 125-foot-high, concrete-faced rockfill dam with a crest elevation of 1,190 feet above project datum, located at the outlet of Bradley Lake; a 20-foot-high diversion dam with a crest elevation of 2,204 feet, located on the Middle Fork of the Bradley River; a 6-foot-diameter underground pipe from the Middle Fork diversion dam to Marmot Creek, a tributary of Bradley Lake; a low diversion dike on the upper Nuka River, immediately below the Nuka glacier; an 11-foot-diameter, 18,610-foot-long power tunnel from an intake at Bradley Lake to a powerhouse at sea level; a powerhouse located adjacent to Kachemak Bay and containing two 45-MW generating units; a 20-mile-long, 115-kilovolt transmission line from the powerhouse to a proposed interconnection between Fritz Creek and Soldotna; and access facilities, including a barge basin and channel in Kachemak Bay, an airstrip, two construction camps, and approximately 10 miles of access roads; construction facilities, including two concrete batching plants, borrow areas, and spoil areas; and other appurtenant facilities. Material for construction of the dam and other project structures would be taken from a quarry near the outlet of the lake and from a borrow site on the Martin River delta. POSITIVE IMPACTS: The facility would add 90 MW to the generating capacity of the power grid serving the Kenai Peninsula and would produce an average of 369.2 gigawatt-hours of electricity annually. During the 47-month construction period, an average of 163 workers would be employed, with wages totalling $50 million. NEGATIVE IMPACTS: The project would require the removal of 3,327 acres of vegetation, including inundation of 2,578 acres of terrestrial and wetland habitat by the enlarged Bradley Lake. There also would be a temporary loss of 26 acres of benthic habitat in upper Kachemak Bay. The project would alter the flow and thermal regimes of the lower Bradley River and would change the pattern of freshwater inflow to the Bradley River-Sheep Creek estuary and the upper Kachemak Bay. Salmon migrations within the estuary could be disrupted. The Bradley River basin would be opened to human access, subjecting fish and wildlife resources to long-term harvesting pressures. The relatively pristine visual setting would be transformed permanently. Mountain goat movement and moose migration would be disturbed, as would the use of affected wetlands and forested and upland areas by wildlife. LEGAL MANDATES: Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and River and Harbor and Flood Control Act of 1962 (76 Stat. 1180). PRIOR REFERENCES: For the abstracts of the draft environmental impact statement, the final environmental impact statement, and the draft supplement to the final environmental impact statement, see 82-0284D, Volume 6, Number 5; 82-0628F, Volume 6, Number 10; and 85-0103D, Volume 9, Number 3, respectively. JF - EPA number: 850410, 214 pages, September 20, 1985 PY - 1985 KW - Energy KW - Dams KW - Dikes KW - Diversion Structures KW - Electric Power KW - Employment KW - Estuaries KW - Fisheries KW - Forests KW - Historic Sites KW - Lakes KW - Pipelines KW - Rivers KW - Transmission Lines KW - Vegetation KW - Wetlands KW - Wildlife KW - Alaska KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Archaeologic Sites KW - River and Harbor and Flood Control Act of 1962, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389634?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BRADLEY+LAKE+HYDROELECTRIC+PROJECT%2C+ALASKA--FERC+NO.+8221+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.title=BRADLEY+LAKE+HYDROELECTRIC+PROJECT%2C+ALASKA--FERC+NO.+8221+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Energy, Federal Energy Regulatory Commission, Washington, D.C.; DOE N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WEST HAYDEN ISLAND MARINE INDUSTRIAL PARK, PORTLAND, OREGON. AN - 36388593; 500 AB - PURPOSE: The Portland General Electric Company (PGE) proposes to dredge in navigable waters and to fill in wetland areas. Material, primarily sand, would be dredged from the Columbia River and used to fill a 496-acre site on West Hayden Island above the 100-year flood elevation, making it suitable for development as marine industrial sites and providing access to the site for deep-draft vessels. A 45-foot navigation access channel would be dredged from the existing Columbia River 40-foot channel to the north shore of the PGE site, with a 1,000-foot turning basin at the west end. Approximately two million cubic yards (mcy) of the required fill material would come from dredging in the Columbia River; the remaining 6.5 mcy would come from the project site, by excavating a 64-acre area to a depth of up to 45 feet, creating an embayment adjacent to the Oregon Slough. The proposed development would include construction of a bridge over the Oregon Slough, extension of utilities to the site, and construction of on-site land transportation facilities. POSITIVE IMPACTS: Benefits to the local and regional economy would include an estimated 1,400 to 2,500 jobs and an increased local tax base. The bridge and road improvements would connect West Hayden Island to the interstate freeway system and major local arterials. The filling of the site would provide flood protection. NEGATIVE IMPACTS: Benthic habitat and organisms would be destroyed by the dredging. Up to 67 acres of wetlands would be filled, requiring off-site mitigation; terrestrial habitat and cottonwood-ash riparian habitat would also be filled. The natural appearance of West Hayden Island would be replaced by man-made features and industrial development. Traffic would increase on local streets and highways in the vicinity. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850403, 200 pages and maps, September 18, 1985 PY - 1985 KW - Water KW - Air Quality KW - Biologic Surveys KW - Bridges KW - Channels KW - Dredging KW - Employment KW - Fisheries KW - Flood Control KW - Flood Protection KW - Harbor Structures KW - Islands KW - Landfills KW - Rivers KW - Sand KW - Traffic Control KW - Transportation KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - Oregon KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 9 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388593?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SMALL+BOAT+HARBOR+IMPROVEMENTS%2C+DILLINGHAM%2C+ALASKA.&rft.title=SMALL+BOAT+HARBOR+IMPROVEMENTS%2C+DILLINGHAM%2C+ALASKA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Portland, Oregon; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BAIROIL/DAKOTA CARBON DIOXIDE PROJECTS, MONTANA, NORTH DAKOTA, SOUTH DAKOTA, AND WYOMING. AN - 36395568; 451 AB - PURPOSE: Exxon Company USA (Exxon), Amoco Production Company (Amoco), and Shell Pipe Line Corporation (Shell) have applied to the Bureau of Land Management (BLM) for permission to build pipelines to transport carbon dioxide (CO2) across public lands in Wyoming, Montana, North Dakota, and South Dakota. The preferred alternative would be 751.5 miles long and would parallel other pipelines or roads for 436.7 miles. Exxon would transport CO2 in a high-pressure pipeline extending from Rock Springs, Wyoming to Tioga, North Dakota. From its origin, the pipeline would become progressively smaller, ranging from 20 to 18 to 16 inches in diameter. Exxon would deliver CO2 to Amoco at Bairoil, Wyoming and to other undetermined markets along the way, ending with a delivery to Amerada Hess near Tioga, North Dakota. In addition, Amoco would build a gas plant to separate natural gas liquids, hydrocarbon gases, CO2, and miscellaneous components that would be produced from its Lost Soldier and Wertz oil fields at Bairoil. Other facilities would be associated with the pipeline and the gas plant. Shell would transport CO2 in a 10- to 4-inch-diameter distribution pipeline to the oil field units located in the Cedar Creek Anticline near Baker, Montana. Across private lands, Exxon would seek a 50-foot-wide permanent easement, with an additional temporary 50-foot-wide construction easement. Shell would seek a 40-foot-wide permanent easement with an additional 40-foot-wide construction easement. The estimated capital cost for the proposed pipeline is $270 million. POSITIVE IMPACTS: The major benefit would be increased oil and gas production. The pipeline route would increase annual property taxes for the 18 affected counties. Project construction would generate direct employment opportunities for a peak of 1,861 workers and generate $64 million in personal income. NEGATIVE IMPACTS: The preferred alternative would disturb some sensitive soils requiring extra rehabilitation efforts, would degrade a small amount of visual resources, and could destroy cultural resources. A total of 8,799 acres of wildlife habitat would be disturbed. Construction would also cause a short-term loss of wildlife habitat, but no significant loss of animals. The route would cross historic roads and trails 23 times. Traffic would increase, which could increase accidents and loss of life. LEGAL MANDATES: Antiquities Act of 1906 (16 U.S.C. 431 et seq.), Federal Land Policy and Management Act of 1976 (43 U.S.C. 1701 et seq.), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Mineral Leasing Act of 1920 (30 U.S.C. 181 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850402, 250 pages and maps, September 17, 1985 PY - 1985 KW - Energy KW - Agency number: BLM-YA-ES-005-5101 KW - Archaeological Sites KW - Chemicals KW - Cost Assessments KW - Employment KW - Energy Sources KW - Gas Manufacture KW - Geologic Sites KW - Historic Sites KW - Natural Gas KW - Oil Production KW - Pipelines KW - Relocations-Property Acquisitions KW - Socioeconomic Assessments KW - Traffic Control KW - Visual Resources KW - Wildlife Habitat KW - Montana KW - North Dakota KW - South Dakota KW - Wyoming KW - Antiquities Act of 1906, Historic Sites KW - Federal Land Policy and Management Act of 1976, Project Authorization KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Mineral Leasing Act of 1920, Project Authorization KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395568?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BAIROIL%2FDAKOTA+CARBON+DIOXIDE+PROJECTS%2C+MONTANA%2C+NORTH+DAKOTA%2C+SOUTH+DAKOTA%2C+AND+WYOMING.&rft.title=BAIROIL%2FDAKOTA+CARBON+DIOXIDE+PROJECTS%2C+MONTANA%2C+NORTH+DAKOTA%2C+SOUTH+DAKOTA%2C+AND+WYOMING.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Land Management, Denver, Colorado; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 17, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BENJAMIN PARKWAY EXTENSION, FROM EXISTING BENJAMIN PARKWAY TO AIRPORT PARKWAY, GREENSBORO AND GUILFORD COUNTY, NORTH CAROLINA--STATE PROJECT NO. 9.5070801 (U-510, U-608). AN - 36393790; 477 AB - PURPOSE: Construction of a 6.7-mile multilane extension of Benjamin Parkway through the northwest section of Greensboro in Guilford County, North Carolina is proposed. The highway segment would extend from the existing terminus of the parkway to Winston-Salem Regional Airport Parkway. The typical parkway section would consist of two 24-foot pavements separated by a 48-foot median. Access to the facility would be controlled via interchanges and grade-separation structures. The proposed action would have a typical right-of-way width of 300 feet between interchanges. Bridges and conduits would be necessary to cross creeks along the route. Estimated cost of the project ranges from $36.3 million to $41.2 million. POSITIVE IMPACTS: Extending a major connector between northwestern Greensboro and the downtown area would help support residential growth along the corridor. Traffic would be removed from parallel neighborhood streets, and through traffic would move more easily through the area. NEGATIVE IMPACTS: Development of highway rights-of-way would displace 157 acres of woodland, approximately 2.9 acres of wetlands, 3 acres of prime farmland and 157 acres of other farmland, 5.5 acres of floodway, 20.5 acres of floodplain, 22 residences, and the Westover Swim /Tennis Club. The planned enlargement of the Friendly Acres Subdivision would be affected. Several residential areas would be visually impacted. A portion of the parkway would abut parkland. Traffic noise would be introduced into an area currently unaffected by such noise, and Federal Highway Administration noise standards would be exceeded at some locations. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0639D, Volume 7, Number 12. JF - EPA number: 850400, 289 pages and maps, September 17, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-NC-EIS-83-1-F KW - Archaeological Sites Surveys KW - Bridges KW - Farmlands KW - Forests KW - Highway Structures KW - Highways KW - Housing KW - Noise Assessments KW - Noise Standards Violations KW - Parks KW - Pipelines KW - Relocation Plans KW - Relocations-Property Acquisitions KW - Safety Analyses KW - Traffic Analyses KW - Transportation KW - Visual Resources Surveys KW - Wetlands KW - North Carolina KW - Department of Transportation Act of 1966, Parks KW - Executive Order 11990, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393790?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BENJAMIN+PARKWAY+EXTENSION%2C+FROM+EXISTING+BENJAMIN+PARKWAY+TO+AIRPORT+PARKWAY%2C+GREENSBORO+AND+GUILFORD+COUNTY%2C+NORTH+CAROLINA--STATE+PROJECT+NO.+9.5070801+%28U-510%2C+U-608%29.&rft.title=BENJAMIN+PARKWAY+EXTENSION%2C+FROM+EXISTING+BENJAMIN+PARKWAY+TO+AIRPORT+PARKWAY%2C+GREENSBORO+AND+GUILFORD+COUNTY%2C+NORTH+CAROLINA--STATE+PROJECT+NO.+9.5070801+%28U-510%2C+U-608%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Raleigh, North Carolina; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 17, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION AND MAINTENANCE OF WRIGHT PATMAN DAM AND LAKE, TEXAS. AN - 36402612; 502 AB - PURPOSE: Continuation of operation and maintenance activities is proposed for Wright Patman Dam and Lake, located nine miles southwest of Texarkana, Texas. The reservoir is part of the comprehensive plan for flood control in the Red River Basin and the Sulphur River watershed. The drainage area of 3,400 square miles above the dam site is approximately 91 percent of the drainage area of the Sulphur River above Red River and approximately 12 percent of the drainage area of the Red River below Denison Dam, excluding the Ouachita-Black River Basin. Under the preferred alternative, the project would continue operating in a manner similar to the plan developed in 1958. POSITIVE IMPACTS: Operation and maintenance of the dam and lake would continue to provide more than 100 million gallons of water per day for municipal and industrial use, would preserve a 20,300-surface-acre reservoir for water-based recreation, would provide 145,300 acre-feet of aquatic habitat, and would contribute to the reduction of flood damage in the lower Red River Basin. NEGATIVE IMPACTS: The dam and reservoir would continue to inundate 20,300 acres of terrestrial habitat, including wetlands and farmlands. LEGAL MANDATES: Coastal Zone Management Act of 1972, as amended (43 U.S.C. 1241), Executive Orders 11988 and 11990, Flood Control Act of 1946 (33 U.S.C. 426 (3g)), and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0617D, Volume 8, Number 12. JF - EPA number: 850397, 64 pages, September 16, 1985 PY - 1985 KW - Water KW - Dams KW - Drainage KW - Farmlands KW - Fisheries KW - Flood Control KW - Forests KW - Industrial Water KW - Lakes KW - Recreation Resources KW - Reservoirs KW - Rivers KW - Water Resources Management KW - Watersheds KW - Wetlands KW - Wildlife Habitat KW - Texas KW - Wright Patman Dam KW - Coastal Zone Management Act of 1972, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Flood Control Act of 1946, Project Authorization KW - National Historic Preservation Act of 1966, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36402612?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+AND+MAINTENANCE+OF+WRIGHT+PATMAN+DAM+AND+LAKE%2C+TEXAS.&rft.title=OPERATION+AND+MAINTENANCE+OF+WRIGHT+PATMAN+DAM+AND+LAKE%2C+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Fort Worth, Texas; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED RECONSTRUCTION OF M-44 FROM I-96 TO PLAINFIELD AVENUE, KENT COUNTY, MICHIGAN. AN - 36393754; 475 AB - PURPOSE: Reconstruction of a 5.7-mile section of M-44 (East Beltline) between Interstate 96 (I-96) and Plainfield Avenue, Kent County, Michigan is proposed. The entire route would extend from the junction of M-44 with I-96 in Grand Rapids and proceed northeast to its junction with M-66 in Ionia County. Under the preferred alternative, the existing roadway would be converted to a boulevard design consisting of two 24-foot pavements separated by a 60-foot median. Curbs and gutters and an internal drainage system would be incorporated into the design. Rights-of-way would be purchased on the east and west sides of the existing roadway. Estimated cost of the project is $10.4 million. POSITIVE IMPACTS: The project would upgrade a section of a principal urban arterial highway, increase safety by relieving traffic congestion and reducing turning conflicts, conserve fuel by improving traffic flow, and accommodate present and projected traffic volumes. The preferred boulevard design would conform with the local land use plan and would add to driver comfort and safety by separating opposing traffic with a greenbelt median. NEGATIVE IMPACTS: The preferred alternative would displace 13 residential, 4 commercial, and 1 governmental unit and would require 14 acres of active farmland and 67 acres of new rights-of-way. Three wetland areas would be affected. LEGAL MANDATES: Executive Order 11990, Farmland Protection Policy Act, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0601D, Volume 8, Number 12. JF - EPA number: 850396, 2 volumes and maps, September 16, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MI-EIS-84-01-F KW - Air Quality Assessments KW - Biologic Surveys KW - Cost Assessments KW - Farmlands KW - Highways KW - Land Use KW - Noise Assessments KW - Relocations-Property Acquisitions KW - Traffic Control KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - Michigan KW - Executive Order 11990, Wetlands KW - Farmland Protection Policy Act, Compliance KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393754?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+RECONSTRUCTION+OF+M-44+FROM+I-96+TO+PLAINFIELD+AVENUE%2C+KENT+COUNTY%2C+MICHIGAN.&rft.title=PROPOSED+RECONSTRUCTION+OF+M-44+FROM+I-96+TO+PLAINFIELD+AVENUE%2C+KENT+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MAINTENANCE DREDGING: NARROWS OF LAKE CHAMPLAIN FEDERAL CHANNEL, NEW YORK AND VERMONT. AN - 36396381; 491 AB - PURPOSE: Maintenance dredging of the Narrows of Lake Champlain Federal Channel for 13.5 miles between Benson Landing, Vermont and Whitehall, New York is proposed. Authorized channel dimensions are 12 feet deep at low lake level and 1200 feet wide. Approximately 100,000 cubic yards of bottom sediments would be dredged from the channel over a 10-year period. Detailed disposal site plans will not be known until each reach is scheduled to be dredged. Upland disposal is the preferred alternative, although wetland disposal may be necessary. Hydraulic dredging would be used at sites sufficiently close to the dredging reach. Clamshell dredging with barge transport would be used where sites are not sufficiently close to the dredging reach. POSITIVE IMPACTS: Maintenance dredging would assure a safe and navigable waterway and permit continued vessel traffic to the Ports of Burlington and Plattsburgh and the New York State Barge Canal. Without dredging, the channel would collect sediment and debris, becoming increasingly impassable and reducing the economic attractiveness of waterborne transport. NEGATIVE IMPACTS: Dredging would temporarily increase water turbidity and temporarily disrupt benthic habitat. Short-term increases in noise would occur. There would be a potential loss or disturbance of habitats converted to disposal sites. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1954. PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0502D, Volume 8, Number 10. JF - EPA number: 850393, 213 pages, September 13, 1985 PY - 1985 KW - Wastes KW - Channels KW - Disposal KW - Dredging KW - Hydraulic Assessments KW - Navigation KW - Noise KW - Sediment KW - Water Quality KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - Narrows of Lake Champlain Federal Channel KW - New York KW - Vermont KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1954, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396381?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MAINTENANCE+DREDGING%3A+NARROWS+OF+LAKE+CHAMPLAIN+FEDERAL+CHANNEL%2C+NEW+YORK+AND+VERMONT.&rft.title=MAINTENANCE+DREDGING%3A+NARROWS+OF+LAKE+CHAMPLAIN+FEDERAL+CHANNEL%2C+NEW+YORK+AND+VERMONT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: September 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WIDENING OF PACIFIC COAST HIGHWAY FROM ROUTE 55 TO GOLDEN WEST STREET IN THE CITIES OF NEWPORT BEACH AND HUNTINGTON BEACH, ORANGE COUNTY, CALIFORNIA. AN - 36403684; 416 AB - PURPOSE: Widening of six miles of the Pacific Coast Highway (State Route 1) between Newport Boulevard (State Route 55) in Newport Beach and Golden West Street in Huntington Beach, Orange County, California is proposed. The existing facility is a conventional four-lane highway with curbs, gutters, and sidewalks in some areas, and unimproved shoulders in other areas. The addition of one new lane in each direction would be accomplished by elimination of on-street parking from Golden West Street to Beach Boulevard and reduction in the width of the existing median; construction of new outside lanes in each direction between Beach Boulevard and the Santa Ana River, including a curbed median and eight-foot paved shoulders; construction of a new bridge over the Santa Ana River; and construction of new lanes, shoulder, curb, gutter, and sidewalk on the inland side from the Santa Ana River to Newport Boulevard. Bicycle lanes also would be constructed, and soundwalls would be built where necessary and feasible. Rights-of-way acquisition costs are estimated at $1.6 million, and construction costs are estimated at $13.7 million. The project could begin in 1987 and be completed in 1989. POSITIVE IMPACTS: The widened highway would reduce traffic congestion and accidents and would enhance public and bicycle transit in the region. The new bridge over the Santa Ana River would replace an unsafe, deteriorated structure. NEGATIVE IMPACTS: The project would require partial takings of six unimproved properties and would increase noise in some areas. The project also would cause losses of on-street parking, a remnant coastal dune area, and a foraging area for the endangered California Least Tern. LEGAL MANDATES: Coastal Zone Management Act of 1972 (43 U.S.C. 1241), Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850375, 2 volumes and maps, September 6, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-CA-EIS-85-02-D KW - Biologic Assessments KW - Bridges KW - Dunes KW - Endangered Species (Animals) KW - Highways KW - Hydraulic Assessments KW - Noise KW - Parking KW - Relocations-Property Acquisitions KW - Section 106 Statements KW - Trails KW - Transportation KW - Wildlife Habitat KW - California KW - Coastal Zone Management Act of 1972, Compliance KW - Department of Transportation Act of 1966, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403684?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-06&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WIDENING+OF+PACIFIC+COAST+HIGHWAY+FROM+ROUTE+55+TO+GOLDEN+WEST+STREET+IN+THE+CITIES+OF+NEWPORT+BEACH+AND+HUNTINGTON+BEACH%2C+ORANGE+COUNTY%2C+CALIFORNIA.&rft.title=WIDENING+OF+PACIFIC+COAST+HIGHWAY+FROM+ROUTE+55+TO+GOLDEN+WEST+STREET+IN+THE+CITIES+OF+NEWPORT+BEACH+AND+HUNTINGTON+BEACH%2C+ORANGE+COUNTY%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Sacramento, California; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 6, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MISSISSIPPI RIVER, COON RAPIDS DAM TO OHIO RIVER: FEASIBILITY REPORT NO. 1 FOR FLOOD DAMAGE REDUCTION, MUSCATINE ISLAND LEVEE DISTRICT, CITY OF MUSCATINE, IOWA AND MUSCATINE-LOUISA COUNTY DRAINAGE DISTRICT NO. 13, IOWA. AN - 36389520; 436 AB - PURPOSE: Flood protection measures are proposed for the Muscatine Island Levee District and the Muscatine-Louisa County Drainage District No. 13 in southeastern Iowa. The project site is located between Mississippi River mile 455 and mile 442. The preferred plan would involve raising approximately 15.6 miles of the existing levee an average of two feet with hydraulic fill from the Mississippi River. The levee would be expanded on the landward side for most of its length. A 7,500-foot segment in the northern section of the project area would be expanded riverward to avoid encroachment on existing industrial, commercial, and residential development. Concrete floodwalls would be used in four areas in the city of Muscatine, where space requirements did not allow for levee expansion. Associated features of the project would include raising and resurfacing existing road ramps, construction of a railroad closure at station 9+00 in Muscatine, modification of the discharge pipes at the Michael Creek pumping station, and mitigation of recreational fishing opportunities affected by the riverward levee expansion. The levee would be seeded with grasses and receive additional riprap where riprap currently exists. First costs of the project are estimated at $6.0 million. POSITIVE IMPACTS: Levee improvements would provide protection from the 200-year flood event to existing agricultural, industrial, commercial, and residential development. Agricultural and industrial productivity would be increased, and public health and social stability would be enhanced. NEGATIVE IMPACTS: Expansion of the levee base would occupy approximately 10 acres of bottomland forest and 35 acres of developed, disturbed, or agricultural land. In addition, approximately 5.2 acres of good quality fisheries habitat would be lost by the riverward expansion of the levee, and the habitat of three state-listed threatened animal species would be disturbed. One historic building would be destroyed or relocated. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). JF - EPA number: 850377, 311 pages, September 4, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Dikes KW - Dredging KW - Endangered Species (Animals) KW - Farmlands KW - Fisheries KW - Flood Protection KW - Forests KW - Historic Sites KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Pumping Plants KW - Recreation Resources KW - Rivers KW - Section 404(b) Statements KW - Wildlife Habitat KW - Iowa KW - Mississippi River KW - Endangered Species Act of 1973, Animals KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Historic Sites UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389520?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CHITTENDEN+COUNTY%2C+VERMONT+CIRCUMFERENTIAL+HIGHWAY%3A+COLCHESTER-ESSEX-WILLISTON%2C+PB+033-1%281%29.&rft.title=CHITTENDEN+COUNTY%2C+VERMONT+CIRCUMFERENTIAL+HIGHWAY%3A+COLCHESTER-ESSEX-WILLISTON%2C+PB+033-1%281%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Rock Island, Illinois; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WATERSHED PLAN FOR MIDDLE GRAVE CREEK WATERSHED, MARSHALL COUNTY, WEST VIRGINIA. AN - 36382582; 444 AB - PURPOSE: A watershed protection plan is proposed for the 18,900-acre Middle Grave Creek Watershed, Marshall County, West Virginia. The preferred plan would incorporate channel work and land treatment measures. Channel work would occur along 4,820 feet of the Middle Grave Creek and would consist of enlarging the channel to a bottom width of 70 feet while maintaining the present depth of 6 feet. The capacity of the 12th Street bridge would be enlarged to accommodate the improved channel flow and to improve outlet conditions. Land treatment would consist of conservation practices on 100 acres of cropland, 120 acres of hayland, 1,000 acres of pastureland, 10 acres of urban developed land, and 10 acres of miscellaneous land. Conservation practices would include conservation cropping systems, crop residue management, conservation tillage, pasture and hayland management, pasture and hayland planting, critical area plantings, spring developments, and land use conversion or change. The total project cost is estimated at $2.0 million, and the average annual cost is estimated at $173,000. POSITIVE IMPACTS: Flood damages would be reduced for 407 residences, 14 businesses, and 2.3 miles of streets. Agricultural productivity would be enhanced and water quality would be improved. Accessibility to emergency services also would be improved, and driving hazards would be reduced. The project would provide 88.2 man-years of employment. NEGATIVE IMPACTS: The project would require approximately 10.5 acres of land for installation, including an average width of 20 feet of backyards at 15 residences in Maxwell Acres. In addition, 13.4 acres would be required for temporary construction easements and maintenance rights-of-way. Approximately 4,820 feet of Middle Grave Creek and associated aquatic and riparian habitat would be altered. The loss of large shade trees and decorative shrubs along the creek would decrease the visual quality of the landscape. Stream erosion, turbidity, noise, and air pollution temporarily would increase during project construction. Flood damages would not be eliminated entirely. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601), and Watershed Protection and Flood Prevention Act of 1954, as amended (16 U.S.C. 1001 et seq.). JF - EPA number: 850376, 206 pages, September 4, 1985 PY - 1985 KW - Water KW - Air Quality KW - Bridges KW - Channels KW - Conservation KW - Cost Assessments KW - Creeks KW - Dredging KW - Employment KW - Farmlands KW - Fisheries Surveys KW - Flood Protection KW - Land Acquisitions KW - Land Management KW - Section 404(b) Statements KW - Vegetation KW - Visual Resources KW - Water Quality Assessments KW - Watersheds KW - Middle Grave Creek Watershed KW - West Virginia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance KW - Watershed Protection and Flood Prevention Act of 1954, as amended, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382582?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WATERSHED+PLAN+FOR+MIDDLE+GRAVE+CREEK+WATERSHED%2C+MARSHALL+COUNTY%2C+WEST+VIRGINIA.&rft.title=WATERSHED+PLAN+FOR+MIDDLE+GRAVE+CREEK+WATERSHED%2C+MARSHALL+COUNTY%2C+WEST+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Agriculture, Soil Conservation Service, Morgantown, West Virginia; DA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SACRAMENTO RIVER DEEP WATER SHIP CHANNEL, CALIFORNIA (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1980). AN - 36386277; 435 AB - PURPOSE: This supplement to the final environmental impact statement of July 1980 presents updated information on the effects of the project resulting from minor design changes in channel modifications and from changes in the dredged material disposal site locations. Enlargement of the Suisun Bay and Sacramento River deep water channels from New York Slough to the Port of Sacramento and deepening of the Baldwin and Stockton ship channels in San Francisco Bay in California are proposed. Dredging in Suisun Bay and the Sacramento River would increase channel depths from 30 feet to 35 feet and channel widths from 200 to 300 feet to 250 to 400 feet. The San Francisco Bay channels would be deepened from 30 feet to 35 feet and widened from 300 feet to 450 to 600 feet. The project would include implementation of a water quality monitoring program, construction of a submerged sill or alternative features in the Sacramento-San Joaquin Delta, and establishment of 45 acres of wetland habitat and 156 acres of upland habitat. Cost of the project is estimated at $81.5 million with a benefit-cost ratio of 2.5. POSITIVE IMPACTS: The enlarged channels would allow oceangoing vessels to negotiate the navigation system without costly tidal delays, saving $14.9 million annually in navigation expenses. The project also would provide 180,000 recreation-days annually after 50 years and add significantly to employment rolls in the area. NEGATIVE IMPACTS: Dredging of 33.6 million cubic yards of material from the channels would disturb benthos and create short-term turbidity. Disposal of the dredge spoil would destroy vegetation and wetland habitat. The 30.3 million cubic yards taken from the Suisun Bay and Sacramento River channels would cover 3,500 acres of land. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1968 (49 U.S.C. 59, 426, 562). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 80-0095D, Volume 4, Number 1 and 81-0468F, Volume 5, Number 6, respectively. JF - EPA number: 850374, 241 pages, September 3, 1985 PY - 1985 KW - Water KW - Bays KW - Biologic Surveys KW - Channels KW - Disposal KW - Dredging KW - Employment KW - Navigation KW - Recreation Resources KW - Rivers KW - Section 404(b) Statements KW - Ships KW - Sludge Disposal KW - Vegetation KW - Wetlands KW - California KW - Port of Sacramento KW - Sacramento River KW - San Francisco Bay KW - Suisun Bay KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1968, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386277?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-03&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SACRAMENTO+RIVER+DEEP+WATER+SHIP+CHANNEL%2C+CALIFORNIA+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.title=SACRAMENTO+RIVER+DEEP+WATER+SHIP+CHANNEL%2C+CALIFORNIA+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: September 3, 1985 N1 - Last updated - 2011-12-16 ER - TY - JOUR T1 - Business Depth-Damage Analysis Procedures AN - 14211548; 10415790 AB - Procedures used by USACE and other agencies for applying flood depth-damage functions used primarily in cost-benefit analyses are explained. Parameters that significantly affect depth-damage relationships are described, and a framework for predicting incidence of business flood damages is developed. Emphasis is placed on techniques utilized to assess flood damage to commercial, industrial, and institutional property. JF - USACE Res Report 85-R-5 AU - Davis, Stuart A Y1 - 1985/09// PY - 1985 DA - Sep 1985 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - REAL ESTATE KW - FLOOD INSURANCE KW - FLOODS KW - COST BENEFIT ANALYSIS, WATER KW - ECONOMICS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14211548?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Res+Report+85-R-5&rft.atitle=Business+Depth-Damage+Analysis+Procedures&rft.au=Davis%2C+Stuart+A&rft.aulast=Davis&rft.aufirst=Stuart&rft.date=1985-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Res+Report+85-R-5&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - REAL ESTATE; FLOOD INSURANCE; FLOODS; COST BENEFIT ANALYSIS, WATER; ECONOMICS, WATER ER - TY - RPRT T1 - LAKE FRONT HIGHWAY (F.A.P. 437) FROM ILLINOIS TRI-STATE TOLLWAY (I-94) TO GRAND AVENUE (ILLINOIS 132) IN LAKE COUNTY, ILLINOIS. AN - 36396889; 418 AB - PURPOSE: Improvement of approximately seven miles of Lake Front Highway (Federal Aid Primary Route 437) from the Illinois Tri-State Tollway (Interstate 94) to Grand Avenue (Illinois Route 132) in Lake County, Illinois is proposed. The preferred alternative would involve use of the existing four- and six-lane Buckley Road facility in the east-west leg of the corridor and construction of a four-lane freeway on a new location through the north-south leg of the corridor from Buckley Road to Grand Avenue. Total project cost is estimated at $61.1 million. POSITIVE IMPACTS: Located in the eastern portion of Lake County, the Lake Front Highway would connect the Tri-State Tollway to the Great Lakes Naval Training Base and to the cities of North Chicago and Waukegan, all of which are located on the western shore of Lake Michigan. Safer, more efficient access would be provided to the high-employment centers and commercial zones of the area. Construction activity would generate 3,346 new jobs. NEGATIVE IMPACTS: The project would require acquisition of 122 acres for rights-of-way and would displace between 53 and 57 households. Displacement of 35 to 41 businesses would result in the loss of 282 to 291 jobs. A floodplain would be crossed, and noise within the corridor would exceed federal standards at some locations. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0076D, Volume 7, Number 2. JF - EPA number: 850372, 2 volumes and maps, August 29, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-IL-EIS-82-03-F KW - Employment KW - Floodplains KW - Highway Structures KW - Highways KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Transportation KW - Illinois KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396889?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LAKE+FRONT+HIGHWAY+%28F.A.P.+437%29+FROM+ILLINOIS+TRI-STATE+TOLLWAY+%28I-94%29+TO+GRAND+AVENUE+%28ILLINOIS+132%29+IN+LAKE+COUNTY%2C+ILLINOIS.&rft.title=LAKE+FRONT+HIGHWAY+%28F.A.P.+437%29+FROM+ILLINOIS+TRI-STATE+TOLLWAY+%28I-94%29+TO+GRAND+AVENUE+%28ILLINOIS+132%29+IN+LAKE+COUNTY%2C+ILLINOIS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Springfield, Illinois; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 29, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ROUTE U.S. 206, SECTION (5), COUNTY RT. 518 TO THE INTERSECTION OF RT. U.S. 202, N.J. RT. 28 AND RT. U.S. 206 (SOMERVILLE CIRCLE), SOMERSET COUNTY, NEW JERSEY. AN - 36395939; 423 AB - PURPOSE: Improvement of approximately 14 miles of existing Route U.S. 206 from County Route 518 in Montgomery Township to the intersection of Routes 202, 28, and 206 (the Somerville Circle) in the municipalities of Somerville Borough, Raritan Borough, and Bridgewater Township in Somerset County, New Jersey is proposed. The project would improve existing Route 206 between County Route 518 and the Somerville Circle primarily dualizing the existing roadway with new alignment bypasses under consideration for the Harlingen area of Montgomery Township and the southern half of Hillsborough Township. These bypasses would be land service type roads or limited-access highways. In addition to Montgomery, Bridgewater, and Raritan, this section of Route 206 also passes through Hillsborough Township and Somerville Borough. The proposed improvements would vary between two designs. The existing alignment between Orchard Road and the vicinity of Township Line Road in Montgomery County and all bypasses would be 138 feet wide with a 26-foot grass median. On all other sections of Route 206, the roadway would be 114 feet wide with a concrete median. Lefthand and U-turns would not be allowed except at intersections and jughandles. Approximately 20 to 25 intersections would be improved. The intersections would be at-grade and consist of either jughandles or channelized ramps. Minor relocation of Montgomery Road, River Road, Sunset Road, Brooks Boulevard, and Dukes Parkway East would improve connections with Route 26. Improvements to Somerville Circle would consist of an overpass combined with new ramps and service roads. Other improvements would include the construction of new railroad crossings at the Reading Railroad in Melle Mead and the Lehigh Valley Railroad in Hillsborough Township. New or widened bridges would also be constructed at 10 major stream crossings in the project area. Depending on the combination of alternatives chosen, the total cost of rights-of-way would vary between $11.4 and $17.5 million. The construction cost would vary from $65.9 to $78.2 million. POSITIVE IMPACTS: Improvements to Route 206 would accommodate existing and future traffic demands, reduce traffic time, and improve traffic flow. Accident rates would be lowered by the elimination of hazardous curves. Access to major roadway connections would be improved. NEGATIVE IMPACTS: Depending on the alternatives chosen, the improvements would encroach on 9.1 to 11.4 acres of floodplains and 0.92 to 3.05 acres of wetlands. Eight to 36 families and 13 to 35 businesses would be relocated. Recreational property from Docherty Park and Village Green would be acquired for rights-of-way. Up to eight properties would be affected, including one eligible for the National Register of Historic Places. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850367, 162 pages, August 23, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-NJ-EIS-85-02-D KW - Bridges KW - Creeks KW - Easements KW - Floodplains KW - Highways KW - Historic Sites KW - Railroad Structures KW - Recreation Facilities KW - Relocations-Property Acquisitions KW - Roads KW - Safety KW - Section 4(f) Statements KW - Traffic Analyses KW - Wetlands KW - New Jersey KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395939?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-07&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=YATESVILLE+LAKE+PROJECT%2C+BLAINE+CREEK+WATERSHED+AREA%2C+KENTUCKY+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1972%29.&rft.title=YATESVILLE+LAKE+PROJECT%2C+BLAINE+CREEK+WATERSHED+AREA%2C+KENTUCKY+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1972%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Trenton, New Jersey; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 23, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NAVIGATION STUDY ON IMPROVEMENTS TO EXISTING FEDERAL NAVIGATION CHANNELS ARTHUR KILL CHANNEL, HOWLAND HOOK MARINE TERMINAL, STATEN ISLAND, NEW YORK. AN - 36389567; 439 AB - PURPOSE: Improvements to the Arthur Kill Channel from the confluence of the Kill Van Kull Channel, the Arthur Kill Channel, and Newark Bay, along the Arthur Kill to the vicinity of Howland Hook Marine Terminal on Staten Island, New York are proposed. In addition, the study area was extended south from Howland Hook Terminal for approximately one mile in order to serve two oil terminals. The recommended improvements would include deepening to various depths down to 45 feet mean low water (MLW), widening the channel for unrestricted two-way traffic, and the creation of a turning basin. Specifically, a 41-foot MLW deep channel would be dredged in the previously authorized 35-foot MLW project in the Arthur Kill Channel from its confluence with the Newark Bay and Kill Van Kull channels to the Howland Hook Marine Terminal for a distance of approximately 2.1 miles. Also recommended are selected widenings and realignments of the channel at a depth of 41 feet in the interest of navigational safety. Additionally, a 40-foot MLW channel is proposed in the previously authorized 35-foot MLW project in the Arthur Kill Channel from the Howland Hook Marine Terminal to the Exxon Bayway and Gulfport facilities for a distance of approximately one mile. The channel would be selectively realigned to a 40-foot depth for navigational safety. No final determination has been made regarding the disposal of dredged material due to the uncertainty of available upland sites at this time. The turning basin would lie in the Kill Van Kull Channel at Bergen Point, where vessels turn from Kill Van Kull into Arthur Kill and Newark Bay. The diameter of the turning basin would be two times the length of the design vessel, or approximately 1,900 feet. Turning basin costs would not be incurred by the Arthur Kill project. Total cost of the recommended plan is $49.4 million; the benefit-cost ratio is 4.35. The plan would take 4 years for completion and would have a projected life of 50 years. POSITIVE IMPACTS: Deeping, widening, and realigning the navigational channels would effect ocean voyage savings for deep draft vessels and tankers. In-harbor delays would be reduced, and navigational safety would be improved. NEGATIVE IMPACTS: During dredging operations, temporary increases in turbidity and siltation may adversely affect benthos and fishes. Deepening of shallow water may cause a decrease in bottom vegetation. Disposal of dredged material at terrestial sites may destroy habitat and require treatment of the effluent. Dredging of polluted sediments may decrease water quality. Blasting near Shooter's Island may disturb bird rookeries. LEGAL MANDATES: Coastal Zone Management Act of 1972 (43 U.S.C. 1241), Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Wild and Scenic Rivers Act of 1968, as amended (16 U.S.C. 1271 et seq.). JF - EPA number: 850366, 372 pages, August 23, 1985 PY - 1985 KW - Water KW - Birds KW - Channels KW - Disposal KW - Dredging KW - Harbor Improvements KW - Harbors KW - Islands KW - Marine Systems KW - Navigation KW - Sediment KW - Ships KW - Waste Disposal KW - Water Quality KW - New York KW - Coastal Zone Management Act of 1972, Funding KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Wild and Scenic Rivers Act of 1968, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389567?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-23&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NAVIGATION+STUDY+ON+IMPROVEMENTS+TO+EXISTING+FEDERAL+NAVIGATION+CHANNELS+ARTHUR+KILL+CHANNEL%2C+HOWLAND+HOOK+MARINE+TERMINAL%2C+STATEN+ISLAND%2C+NEW+YORK.&rft.title=NAVIGATION+STUDY+ON+IMPROVEMENTS+TO+EXISTING+FEDERAL+NAVIGATION+CHANNELS+ARTHUR+KILL+CHANNEL%2C+HOWLAND+HOOK+MARINE+TERMINAL%2C+STATEN+ISLAND%2C+NEW+YORK.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 23, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BALDHILL DAM AND RESERVOIR (LAKE ASHTABULA), SHEYENNE RIVER, NORTH DAKOTA, GENERAL DESIGN MEMORANDUM. AN - 36395689; 440 AB - PURPOSE: Modifications are proposed to Baldhill Dam and its reservoir, Lake Ashtabula, in eastern North Dakota, approximately 75 miles west of Fargo and 9 miles northwest of Valley City. The dam is on the Sheyenne River, approximately 271 river miles upstream of its confluence with the Red River of the North near Fargo. The existing project features a 1,650-foot-long earth-filled embankment and combined gate spillway and low-flow structure. The spillway is a reinforced concrete structure with a gated ogee crest and chute terminating in a conventional, trapezoidal stilling basin. Reservoir pool levels are regulated by three 40-foot-wide tainter gates. At normal pool elevation, the reservoir extends upstream to the vicinity of Cooperstown, North Dakota and has a capacity of 68,600 acre-feet. The recommended plan would feature a new spillway on the left abutment capable of discharging the probable maximum flood. The existing spillway would be partially removed, with the remainder buried by the embankment. The recommended spillway would be a 270-foot-long low ogee crest design with five 46-foot-wide tainter gates. Total gate height would be 25.6 feet. Low-flow outlet works would consist of two sluices through the center of the spillway piers. Built-in low-flow auxiliary gates would facilitate operation of the sluices. The 270-foot-wide chute and stilling basin would be approximately 160 feet long. The outlet channel would extend downstream 2,380 feet from the stilling basin to the natural channel. The trapezoidal channel would be lined with concrete for 300 feet downstream of the spillway structure and protected thereafter with riprap until it meets the existing river channel. The new centerline of the embankment would be approximately 20 feet downstream of the existing centerline, so that most modification would be on the downstream side of the existing embankment. The crest width of the embankment would be increased to 30 feet. Slopes would be modified to meet slope stability requirements. Estimated cost of the work is $36.9 million. POSITIVE IMPACTS: The recommended modifications would eliminate the potential safety hazards, loss of life, and property damage that could occur during flooding. Modification of the outlet channel would prevent erosion. Improvements would assure that flood control, water supply, and recreation uses could continue. NEGATIVE IMPACTS: The upgrading of Baldhill Dam to meet dam safety requirements would necessitate the purchase of approximately 66 acres of land, abandonment or relocation of the public road on the east side of the dam, relocation of the Mel Rieman Recreation Area, and partial relocation of the fish hatchery facilities. LEGAL MANDATES: Executive Order 11988 and Flood Control Act of 1944 (P.L. 78-534, 58 Stat. 887). JF - EPA number: 850363, 326 pages, August 20, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Channels KW - Dams KW - Dikes KW - Erosion Control KW - Fish Hatcheries KW - Flood Control KW - Flood Hazards Surveys KW - Flood Protection KW - Lakes KW - Land Acquisitions KW - Recreation Facilities KW - Reservoirs KW - Rivers KW - Roads KW - Water Supply KW - North Dakota KW - Executive Order 11988, Compliance KW - Flood Control Act of 1944, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395689?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BALDHILL+DAM+AND+RESERVOIR+%28LAKE+ASHTABULA%29%2C+SHEYENNE+RIVER%2C+NORTH+DAKOTA%2C+GENERAL+DESIGN+MEMORANDUM.&rft.title=BALDHILL+DAM+AND+RESERVOIR+%28LAKE+ASHTABULA%29%2C+SHEYENNE+RIVER%2C+NORTH+DAKOTA%2C+GENERAL+DESIGN+MEMORANDUM.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LAKE DARLING DAM FLOOD CONTROL PROJECT, SOURIS RIVER, RENVILLE, WARD, MCHENRY, AND BOTTINEAU COUNTIES, NORTH DAKOTA. AN - 36393993; 441 AB - PURPOSE: Implementation of a flood control project for the Souris River, located in Renville, Ward, McHenry, and Bottineau counties, North Dakota, is proposed. The Souris River headwaters are located in the Canadian province of Saskatchewan. The river crosses the international border near Sherwood, North Dakota and makes a 358-mile loop before entering the province of Manitoba near Westhope. The proposed flood control plan would raise the Lake Darling design pool by approximately four feet and add flood control measures upstream and downstream of the dam. Other features would include flood control measures at Velva, Sawyer, and six subdivisions between Burlington and Minot; flood protection measures for McKinney Cemetery and Renville County Park; flood proofing or acquisition of rural residences; acquisition of flowage easements downstream of the dam; modification of the U.S. Fish and Wildlife Service structure in the Upper Souris National Wildlife Refuge and the J. Clark Salyer Refuge; fish and wildlife features; monetary compensation to Canada for altered return flows; and a floodwarning system for Gassman Coulee. For a maximum reservoir pool of elevation 1605, the crest of the raised dam would be at elevation 1614. The spillway would be located on the left abutment. The low-level outlet works would consist of four gate-controlled conduits located in the sillway piers. A public bridge would cross the spillway, and approach roads would be raised. The McKinney Cemetery would be protected by a levee around the riverward edge. Renville County Park would be provided 100-year flood protection with a channel cutoff and left bank levee with tiebacks into high ground upstream and downstream of the park area. A 3,000-gallon per minute pumping station would be provided, and the interior channel would provide pond storage capacity. Eckert Ranch would be protected with a levee instead of acquisition of the building. Downstream measures would include upgrading of existing temporary levees and providing interior drainage facilities for residential areas at Velva, Sawyer, and six subdivisions between Burlington and Minot. An automated flood warning system on Gassman Coulee would consist of two precipitation gauges and two stream gauges, with data encoders and radio transmitters in the upper and lower portions of the Gassman Coulee watershed, plus a receiving station located in Minot. Structures in the Upper Souris and J. Clark Slayer National Wildlife Refuges, including service roads, ponds, fishing areas, boat launching facilities, and a carp control structure, would be modified. Total cost of the project would be $63.7 million, with a benefit-cost ratio of 1.77. POSITIVE IMPACTS: The Lake Darling project would reduce flood damages in Minot, Velva, Sawyer, other urban areas, and rural lands along the Souris River. No land acquisition would be required for mitigation of the Lake Darling project. NEGATIVE IMPACTS: Highway 5 bridge would be unusable for up to 146 days for heavy military vehicles and up to 22 days for passenger vehicles. Grano Crossing, Highway 28, and the Soo Line Railroad crossing would also be affected. Movement of farm products, commercial activities, school children, and normal social activities would be subject to time-consuming and costly detours. Minot Air Force Base would experience curtailment of its ability to maintain and protect its nuclear missile sites for up to 146 days. Water level fluctuations in Lake Darling could adversely affect floodplain forests and agricultural lands. Approximately 11,000 acres of downstream lands could be flooded for two weeks longer than in the present condition. LEGAL MANDATES: Energy and Water Development Act of 1981 (P.L. 96-367), Executive Orders 11988 and 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1970 (P.L. 91-611). JF - EPA number: 850364, 2 volumes, August 20, 1985 PY - 1985 KW - Water KW - Bridges KW - Cemeteries KW - Channels KW - Dams KW - Dikes KW - Drainage KW - Farmlands KW - Fish KW - Flood Control KW - Flood Hazards KW - Flood Protection KW - Highways KW - Lakes KW - Parks KW - Preserves KW - Pumping Plants KW - Rivers KW - Roads KW - North Dakota KW - Energy and Water Development Act of 1981, Project Authorization KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Compliance KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393993?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LAKE+DARLING+DAM+FLOOD+CONTROL+PROJECT%2C+SOURIS+RIVER%2C+RENVILLE%2C+WARD%2C+MCHENRY%2C+AND+BOTTINEAU+COUNTIES%2C+NORTH+DAKOTA.&rft.title=LAKE+DARLING+DAM+FLOOD+CONTROL+PROJECT%2C+SOURIS+RIVER%2C+RENVILLE%2C+WARD%2C+MCHENRY%2C+AND+BOTTINEAU+COUNTIES%2C+NORTH+DAKOTA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PEARL RIVER BASIN INTERIM REPORT ON FLOOD CONTROL, JACKSON, MISSISSIPPI. AN - 36384925; 438 AB - PURPOSE: A comprehensive flood control plan for the Pearl River Basin near Jackson, Mississippi is proposed. The Pearl River Basin comprises most of the south central portion of Mississippi and a small part of southeastern Louisiana. The basin has a maximum length of 240 miles and a maximum width of 50 miles. It is bound on the north by the Tombigbee River Basin, on the east by the Pascagoula River Basin, on the south by Lake Bourgne and the Mississippi Sound, and on the west by the Mississippi River Basin and several coastal stream drainage areas in the lower portion of Louisiana. Mitigation to be implemented in association with the purchase of 3,500 acres for construction of the dam and sedimentation area would consist of a greentree reservoir of 265 acres constructed within the Shoccoe Dam Reservoir, providing a seasonal resting area for waterfowl, and the management of an additional 450 acres of habitat for various wildlife species. Elements of the flood control plan would involve construction of an earth dam across the Pearl River at river mile 329, at the head of Ross Barnett Reservoir, an emergency spillway in the left abutment, a saddle dike between the dam and the emergency spillway, and a fixed-crest service spillway with associated approach and outfall channels. The dam would be approximately 14,600 feet long; the crest would be 14 feet wide and approximately 45 feet above the valley floor. The upstream slope for nine feet below the crest would be protected by 24 inches of riprap over 9 inches of bedding material. The remainder of the dam would be protected by grass cover. Approximately one mile of slurry trench under the center line of the dam would control seepage. A 950-foot-long saddle dike approximately 13 feet high would be required between the ridge knoll forming the left abutment for the dam and the right side slope of the emergency spillway cut. Located between the Natchez Trace Parkway and the Pearl River channel the service spillway would be concrete, with a 120-foot-long fixed crest below the normal water surface of the stream. The service spillway approach channel would be 1,000 feet long. The outfall channel would be approximately 2,700 feet long. The dry reservoir measures approximately 49,000 acres at the elevation of the crest of the emergency spillway. No human habitation would be allowed in the reservoir area. POSITIVE IMPACTS: Shoccoe Dam would result in comprehensive flood damage reductions totalling $9.3 million annually. Other benefits would include insurance savings and land enhancement benefits. The acres designated for mitigation would provide seasonal resting areas for waterfowl. NEGATIVE IMPACTS: Clearing plans would involve cutting all vegetation to the ground. The present design would interfere with a Natchez Trace Parkway public use area overlooking a scenic cypress swamp and would destroy part of the swamp. The dam possibly could be realigned to miss the swamp and public use area. Construction activities such as excavation and dewatering would temporarily affect water quality by increasing turbidity. Approximately 77 families would be relocated. LEGAL MANDATES: Flood Disaster Protection Act of 1973 (42 U.S.C. 4001 et seq.), River and Harbor Act of 1902, Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601), and Water Resources Development Act of 1974 (P.L. 93-251). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0361D, Volume 8, Number 9. JF - EPA number: 850361, 2 volumes and maps, August 19, 1985 PY - 1985 KW - Water KW - Agency number: COESAM/PD-A-84/002 KW - Birds KW - Channels KW - Cultural Resources KW - Dams KW - Dikes KW - Farmlands KW - Flood Control KW - Floodplains KW - Forests KW - Highways KW - Land Acquisitions KW - Relocations-Property Acquisitions KW - Reservoirs KW - Rivers KW - Water Quality KW - Wildlife Habitat KW - Louisiana KW - Mississippi KW - Flood Disaster Protection Act of 1973, Compliance KW - River and Harbor Act of 1902, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance KW - Water Resources Development Act of 1974, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384925?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-19&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PEARL+RIVER+BASIN+INTERIM+REPORT+ON+FLOOD+CONTROL%2C+JACKSON%2C+MISSISSIPPI.&rft.title=PEARL+RIVER+BASIN+INTERIM+REPORT+ON+FLOOD+CONTROL%2C+JACKSON%2C+MISSISSIPPI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 19, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NATIONAL FREEWAY--U.S. ROUTE 48, SECTION I, WOLFE MILL TO M.V. SMITH ROAD, ALLEGANY COUNTY, MARYLAND (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1980). AN - 36393485; 421 AB - PURPOSE: Construction of the final 19-mile gap of the National Freeway from Wolfe Mill Road to M.V. Smith Road in Allegany County, Maryland is proposed. Two alternatives are under consideration. Both alternatives would consist of a four-lane divided controlled-access highway. Alternative 1, known as the modified AGEA alternative, generally would follow the existing U.S. Route 40 corridor for the National Freeway and would provide a two-lane continuous frontage road from Wolfe Mill to Fifteen Mile Creek for local service. The National Freeway alignment would deviate from U.S. 40 just east of Wolfe Mill, at Martin Mountain and on the west side of Polish Mountain. Interchanges would be provided at Wolfe Mill, Rocky Gap State Park, Martin Mountain, Flintstone, Old Cumberland Road, Fifteen Mile Creek Road, and M.V. Smith Road. Alternative 2, known as the Tie Line alternative, would swing south of U.S. Route 40 east of Wolfe Mill, cross Hinkle Road at the Allegany Beagle Club, and cross Warrior Mountain near Williams Road. The alternative would then continue to the north through Town Creek Valley, cross Town Creek, and generally follow the existing U.S. Route 40 corridor from Polish Mountain to M.V. Smith Road. Three options, C-1, C-2, and C-3 are being considered through Town Creek Valley. Option C-1 would proceed northerly along Warrior Mountain, west of Town Creek Road. Near the Town Creek Road/Warm Springs Road intersection, C-1 would curve east, passing over Murley Branch, Town Creek Road, and Town Creek, then proceed along Wittaker Ridge toward Merten Avenue and existing U.S. Route 40. Option C-2 would shift alignment from Option C-1 in the vicinity of Murley Branch and Town Creek to avoid several archaeological sites and minimize impact to Murley Branch. Option C-2 would pass over Murley Branch, Town Creek Road, and Town Creek approximately 2,300 feet south of C-1. Option C-3 would curve to the east at its beginning and cross Town Creek Road and Town Creek, then climb Polish Mountain on the east side of Town Creek. Interchanges for alternative 2 would be provided at Wolfe Mill, Old Cumberland Road, Fifteen Mile Creek Road, and M.V. Smith Road. Total costs range from $154.7 to $169.3 million, depending on the alternative chosen. POSITIVE IMPACTS: Completion of the National Freeway would provide a controlled-access highway between Morgantown, West Virginia and Hancock, Maryland and would improve economic conditions for Western Maryland and the Appalachian Region. The level of service would improve, and accident rates would decline. NEGATIVE IMPACTS: Depending on the alternative chosen, 18 to 41 residences and 1 to 5 businesses would be displaced. Alternative 1 would require 15 acres of Rocky Gap State Park, 53 acres of Greenridge State Forest, and land from six historic sites. Eight archaeological sites would be affected. Alternative 2 would require from 60 to 107 acres of land from Greenridge State Forest, affect one historic site, and from two to three archaeological sites. Depending upon alternatives, from 12 to 30 prime farmland acres would be lost, and noise levels would exceed Federal Noise Abatement Criteria at 15 to 19 sites. LEGAL MANDATES: Appalachian Regional Development Act of 1965 (P.L. 89-4), Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 77-1014F, Volume 1, Number 10, and 80-0932F, Volume 4, Number 11, respectively. JF - EPA number: 850360, 284 pages and maps, August 16, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MD-EIS-73-08-DS KW - Appalachian Development Highways KW - Archaeological Sites KW - Bridges KW - Creeks KW - Farmlands KW - Forests KW - Highways KW - Historic Sites KW - Noise Standards Violations KW - Parks KW - Relocations-Property Acquisitions KW - Roads KW - Safety KW - Section 4(f) Statements KW - Traffic Analyses KW - Maryland KW - Appalachian Regional Development Act of 1965, Funding KW - Department of Transportation Act of 1966, Historic Sites KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393485?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FINANCE+DOCKET+NO.+30186%3A+TONGUE+RIVER+RAILROAD+COMPANY--CONSTRUCTION+AND+OPERATION+OF+A+LINE+OF+RAILROAD+IN+CUSTER%2C+ROSEBUD%2C+AND+POWDER+RIVER+COUNTIES%2C+MONTANA.&rft.title=FINANCE+DOCKET+NO.+30186%3A+TONGUE+RIVER+RAILROAD+COMPANY--CONSTRUCTION+AND+OPERATION+OF+A+LINE+OF+RAILROAD+IN+CUSTER%2C+ROSEBUD%2C+AND+POWDER+RIVER+COUNTIES%2C+MONTANA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Baltimore, Maryland; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FINANCE DOCKET NO. 30186: TONGUE RIVER RAILROAD COMPANY--CONSTRUCTION AND OPERATION OF A LINE OF RAILROAD IN CUSTER, ROSEBUD, AND POWDER RIVER COUNTIES, MONTANA. AN - 36394617; 422 AB - PURPOSE: Issuance of a Certificate of Public Convenience and Necessity is proposed to allow the construction and operation of a new 89-mile rail line in Powder River, Custer, and Rosebud counties, Montana. The rail line would provide service to the proposed Montco Mine and other potential surface mines operated in the Ashland/Birney/Otter Creek area. The applicant is the Tongue River Railroad Company. The line would extend southward from the Burlington Northern Railroad at Miles City to two terminal points near the community of Ashland. The line would follow the western side of the Tongue River south from Miles City. This portion of the route would cross the Department of Agriculture's Livestock and Range Research Station. The route would continue along the western bank of the river to a point 10 miles north of Ashland, where it would cross the river and continue south to a bifurcation point near that town. One branch would continue south and east, following the Otter Creek drainage, crossing that stream near the terminus 7.7 miles from Ashland. The other branch would follow one of two possible alignments in or around Ashland and continue to the southwest along the Tongue River, remaining on the east side, to a terminus near the proposed Montco Mine, which lies 8.9 miles outside Ashland. Railroad yard facilities would be constructed south and west of Miles City, near Branum Lake, providing a direct tie with the Burlington Northern Railroad. The line would lie within a 200-foot-wide right-of-way. Six sidings and 12 bridges would be constructed in association with the line. Cost of the project, which would commence in 1985 and end in 1989, is estimated at $152 million. POSITIVE IMPACTS: Operation of the rail line would allow transportation of the more than 10 billion tons of coal that are estimated to exist in the Ashland /Birney/Otter Creek area; this amount of coal would translate into an energy equivalent of 30 billion barrels of oil or enough energy to supply nearly 33 percent of the nation's entire projected demand for the year 1985. In addition to providing coal for the nation's energy needs, the project would stimulate the regional economy, increasing the area's employment and tax bases. NEGATIVE IMPACTS: Rights-of-way development would remove farmland from production, and land disturbed by mining would be temporarily removed from production. The influx of workers and their families due to development of coal resources would place stress on social infrastructures of some communities. Use of already overtaxed recreational resources on the Northern Cheyenne Indian Reservation would increase, and increased interaction between members and nonmembers of the tribe could create conflicts. Train traffic on the new line would result in traffic delays in some communities. Operation of the rail line would subject residents to increased noise levels. Inasmuch as the rail line would allow development of coal resources in the region, it would be indirectly responsible for impacts typically related to the surface mining of coal. Newly constructed yard facilities could interfere with expansion plans of the Miles City Fish Hatchery. LEGAL MANDATES: Interstate Commerce Act (44 U.S.C. 10908). PRIOR REFERENCES: For the abstracts of the draft environmental impact statement and the draft supplement to that statement, see 83-0471D, Volume 7, Number 9, and 84-0131D, Volume 8, Number 3, respectively. JF - EPA number: 850357, 365 pages, August 15, 1985 PY - 1985 KW - Roads and Railroads KW - Bridges KW - Coal KW - Employment KW - Farmlands KW - Fish Hatcheries KW - Indian Reservations KW - Mining KW - Minorities KW - Railroad Structures KW - Railroads KW - Recreation Resources KW - Montana KW - Interstate Commerce Act, Certificates of Public Convenience and Necessity UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394617?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FINANCE+DOCKET+NO.+30186%3A+TONGUE+RIVER+RAILROAD+COMPANY--CONSTRUCTION+AND+OPERATION+OF+A+LINE+OF+RAILROAD+IN+CUSTER%2C+ROSEBUD%2C+AND+POWDER+RIVER+COUNTIES%2C+MONTANA.&rft.title=FINANCE+DOCKET+NO.+30186%3A+TONGUE+RIVER+RAILROAD+COMPANY--CONSTRUCTION+AND+OPERATION+OF+A+LINE+OF+RAILROAD+IN+CUSTER%2C+ROSEBUD%2C+AND+POWDER+RIVER+COUNTIES%2C+MONTANA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Interstate Commerce Commission, Office of Transportation Analysis, Washington, D.C.; ICC N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PERMIT APPLICATION FOR A SANITARY LANDFILL IN A WETLAND ADJACENT TO LAKE CALUMET, CHICAGO, COOK COUNTY, ILLINOIS. AN - 36388238; 432 AB - PURPOSE: Issuance of a permit to Waste Management of Illinois, Inc. (WMI) is proposed to authorize development of a sanitary landfill in a wetland adjacent to Lake Calumet near 116th Street and Torrence Avenue within the city of Chicago, Illinois. The proposed landfill site consists of 289 acres, of which 87 acres are defined as wetlands. Final design of the landfill would contain sedimentation and erosion controls to prevent siltation from affecting Lake Calumet and adjacent properties. The landfill would be used for disposal of nonhazardous solid wastes from residential, commercial, and industrial sources. It would be up to 40 feet above and 70 feet below ground elevation, for a maximum depth of 110 feet. A methane gas recovery system would be installed. Active life of the landfill would be approximately 20 years. Some 24.4 million tons of waste would be disposed of at the site over the next generation. Active methane recovery operations would continue for approximately 15 years after closure of the landfill. WMI would create the "Burnham Nature and Conservation Park" on a 180-acre site as mitigation for impacts to the wetlands at the 116th Street site. The 180-acre park site, located east of Torrence Avenue, north of the Penn Central Railroad tracks, and west and south of the Grand Calumet River, currently contains 85 acres of wetlands. The mitigation plan would create 43 additional acres of wetlands and improve 50 acres of low-quality wetlands through excavation of ponds and ditches and construction of a system of berms and control structures. Limited public access would be provided; an existing access road would be regraded; and parking would be provided for 10 cars. Additionally, WMI would similarly improve a 100-acre site located south of 130th Street, west of Torrence Avenue, and east of the Calumet River. This site contains 35 acres of wetlands. Site improvement would create an additional 41 acres of wetlands and enhance 31 acres. POSITIVE IMPACTS: Construction of the landfill would improve capacity for solid waste disposal for the city of Chicago. Permanent aquatic habitat, consisting of 116 acres, would enhance existing aquatic communities. Although 87 acres of wetland wildlife habitat would be lost, 146 acres would be created, and 280 acres would be permanently preserved. At the Burnham site, control of leachate from slag and improvement of wetlands should improve groundwater quality. NEGATIVE IMPACTS: Landfill activities would cause localized increases in dust and odors. High-quality wetland wildlife habitat, consisting of 87 acres, would be lost. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850356, 474 pages, August 15, 1985 PY - 1985 KW - Wastes KW - Disposal KW - Energy Recovery KW - Erosion KW - Erosion Control KW - Lakes KW - Landfills KW - Marine Mammals KW - Parks KW - Regulations KW - Section 404(b) Statements KW - Sediment KW - Sediment Control KW - Waste Disposal KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Illinois KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388238?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PERMIT+APPLICATION+FOR+A+SANITARY+LANDFILL+IN+A+WETLAND+ADJACENT+TO+LAKE+CALUMET%2C+CHICAGO%2C+COOK+COUNTY%2C+ILLINOIS.&rft.title=PERMIT+APPLICATION+FOR+A+SANITARY+LANDFILL+IN+A+WETLAND+ADJACENT+TO+LAKE+CALUMET%2C+CHICAGO%2C+COOK+COUNTY%2C+ILLINOIS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Chicago, Illinois; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NAVIGATION DEVELOPMENT, BONNEVILLE LOCK AND DAM, OREGON AND WASHINGTON (SUPPLEMENT I TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF MARCH 1981). AN - 36389602; 443 AB - PURPOSE: Construction and operation of a new navigation lock at Bonneville Dam on the Columbia River, south of the existing lock and powerhouse on the Oregon shore, are proposed. The horizontal dimensions (86 feet by 675 feet) of the new lock chamber would match those of the seven other locks on the Columbia-Snake River Navigation System. The new lock would have a depth of at least 15 feet over the lower lock sill. Both upstream and downstream approach channels with sloped walls would be constructed. Lock water would be discharged into the downstream approach channel. Submerged groins and spur dikes would be constructed upstream of the new lock, and portions of Bradford Island and Eagle Point would be excavated. A power substation would be relocated on project grounds, and six sites would be made available for disposal of 4.7 million cubic yards of material excavated during construction. The six potential disposal sites are Ross Island, the Port of Portland, the gravel pit at Cascade Locks, the Franz and Arthur Lakes area, the Port of Hood River, and the Port of The Dalles. The estimated construction cost of the new lock and approach channel is $113.2 million, with a benefit-cost ratio of 1.6; operation would cost an estimated $228,000 per year. POSITIVE IMPACTS: Operation of the proposed lock would result in faster, more efficient movement of tows and barges through Bonneville Lock. The improved lock alignment would increase safety for watercraft approaching the lock. Tonnage capacity of the inland waterway system would increase from 12.9 million tons annually to more than 30 million tons. NEGATIVE IMPACTS: Adverse environmental effects during the construction period would include removal of a large portion of the northern Bonny Rock Pinnacle; commitment of specific nearby natural resources (stone fill material, sand, and gravel) to construction purposes; loss of a portion of the Bonneville Park grounds; loss of the natural stand of Douglas fir on Bonny Rock, along with natural vegetation on Ives and Pierce Islands; and wind and water erosion or burning associated with vegetation disposal. The action would involve the relocation of one building and 0.25 miles of the Union Pacific Railroad's main line and siding. The project also would remove wildlife habitat on the Bonneville site. Deposition of soil and organic materials could increase biochemical oxygen demand and concentration of coliform bacteria in the Columbia River. The operation of heavy construction equipment would degrade air quality, and construction activities temporarily would remove a portion of the riverbank from use for recreational fishing. The influx of construction workers would strain housing supplies in surrounding communities. Adverse impacts associated with the operational period would include increased noise due to the increase in river traffic; detrimental effects on aquatic, emergent, and riparian plant life because of possible increased wave action and potential foreign substance spills; degradation in air quality, especially in port areas from expansion of barge traffic; and a possible decrease in the growth rate of rail transportation. LEGAL MANDATES: Executive Orders 11988 and 11990 and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 79-0639D, Volume 3, Number 6, and 81-0394F, Volume 5, Number 5, respectively. JF - EPA number: 850344, 278 pages, August 9, 1985 PY - 1985 KW - Water KW - Air Quality KW - Biologic Surveys KW - Channels KW - Disposal KW - Islands KW - Navigation KW - Noise KW - Property Disposition KW - Relocations-Property Acquisitions KW - Rivers KW - Socioeconomic Assessments KW - Vegetation KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - Wildlife Surveys KW - Bonneville Lock and Dam KW - Columbia River KW - Oregon KW - Washington KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389602?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-09&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NAVIGATION+DEVELOPMENT%2C+BONNEVILLE+LOCK+AND+DAM%2C+OREGON+AND+WASHINGTON+%28SUPPLEMENT+I+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1981%29.&rft.title=NAVIGATION+DEVELOPMENT%2C+BONNEVILLE+LOCK+AND+DAM%2C+OREGON+AND+WASHINGTON+%28SUPPLEMENT+I+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1981%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Portland, Oregon; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 9, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - YATESVILLE LAKE PROJECT, BLAINE CREEK WATERSHED AREA, KENTUCKY (FINAL SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF APRIL 1972). AN - 36404113; 437 AB - PURPOSE: Construction of Yatesville Lake in Lawrence County, Kentucky is proposed. The project, consisting of a dam and reservoir, would be part of flood control measures in the Big Sandy River Basin. The lake would be constructed on Blaine Creek, 18.1 miles upstream from its mouth and 4.0 miles south of Yatesville. The lake would be formed by a 104-foot high earth and rock dam that would control runoff from a drainage area of 208 square miles. At maximum capacity pool, elevation 645, the reservoir would contain 83,300 acre-feet of water, having a lake area of approximately 3,805 acres. For a summer recreation pool, elevation 630, the impoundment would have an area of approximately 2,240 acres and would control water over 20.6 miles of streambed in the main channel of Blaine Creek. This final supplement to the final environmental impact statement of April 1972 addresses the issues of the pollution of Yatesville Lake by Blaine Creek, resulting from oil extraction activities in the Martha Oil Field. The investigations and analyses more fully define the existing and most probable future quality of ground and surface waters in the drainage basin and in the lake. Water quality regulations promulgated by Kentucky will be adequate to address potential future water quality problems at Yatesville Lake. POSITIVE IMPACTS: When completed in 1989, the project would contribute to flood control, water quality control, general recreation, fish and wildlife enhancement, and redevelopment. NEGATIVE IMPACTS: Species of mussels and fish requiring a creek or stream environment would be eliminated by the lake conditions. Terrestrial wildlife habitat would be removed by the lake. Relocation of 181 residences, 6 churches, 3 schools, and 6 commercial structures would be required. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). PRIOR REFERENCES: For the abstract of the draft supplement to the final environmental impact statement, see 84-0512D, Volume 8, Number 10. JF - EPA number: 850343, 4 volumes, August 7, 1985 PY - 1985 KW - Water KW - Creeks KW - Dams KW - Disposal KW - Drainage KW - Fisheries Surveys KW - Flood Control KW - Lakes KW - Marine Surveys KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Reservoirs KW - Rivers KW - Section 404(b) Statements KW - Water Quality KW - Water Quality Assessments KW - Watersheds KW - Wildlife Habitat KW - Kentucky KW - Yatesville Lake KW - Endangered Species Act of 1973, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36404113?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-07&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=YATESVILLE+LAKE+PROJECT%2C+BLAINE+CREEK+WATERSHED+AREA%2C+KENTUCKY+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1972%29.&rft.title=YATESVILLE+LAKE+PROJECT%2C+BLAINE+CREEK+WATERSHED+AREA%2C+KENTUCKY+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1972%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Huntington, West Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 7, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - HIGHWAY/TRANSIT TRANSPORTATION CORRIDOR STUDY FOR ROUTE 55 (NEWPORT BOULEVARD) BETWEEN PACIFIC COAST HIGHWAY IN NEWPORT BEACH AND ROUTE 73 IN COSTA MESA, CALIFORNIA. AN - 36385632; 414 AB - PURPOSE: Improvement of the Newport Boulevard (Route 55) transportation corridor between the Pacific Coast Highway (Route 1) and Route 73 and of the Route 1/Route 55 interchange in Newport Beach and Costa Mesa, California are proposed. Route 55 improvements would consist of a depressed freeway approximately 25 feet below existing street level between Bristol Street and Industrial Way. Between 20th Street and 17th Street, the alignment would veer approximately 300 feet east of Newport Boulevard. The Route 1/55 interchange improvement would widen Newport Boulevard to six lanes between Finley Avenue and Route 1. The Newport Beach Channel Bridge would be widened approximately 30 feet on each side, and the Branigan Separation Bridge would be widened approximately 20 feet northbound and 15 feet southbound. Five ramps would be modified. No specific transit improvements would occur in the corridor, and the existing bus system would continue. Cost of the project would be $93 million for the Route 55 Highway corridor improvements and $2.95 million for the Route 1/55 interchange improvements. POSITIVE IMPACTS: By improving this portion of the California Freeway and Expressway System, the project would improve access to all points between project termini and unify the central business district. Expected increases in traffic volume along Route 55 would be accommodated, and safety would be enhanced. NEGATIVE IMPACTS: Route 55 corridor improvements would displace 85 living units and 41 businesses. Construction and detours would cause traffic disruption and inconveniences. Significant impact would occur to local tax revenues. Costa Mesa would lose 300 to 500 parking spaces. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)) and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0303D, Volume 7, Number 6. JF - EPA number: 850338, 185 pages, August 7, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-CA-EIS-83-03-F KW - Highway Structures KW - Highways KW - Parking KW - Relocations-Property Acquisitions KW - Transportation KW - California KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385632?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BALDHILL+DAM+AND+RESERVOIR+%28LAKE+ASHTABULA%29%2C+SHEYENNE+RIVER%2C+NORTH+DAKOTA%2C+GENERAL+DESIGN+MEMORANDUM.&rft.title=BALDHILL+DAM+AND+RESERVOIR+%28LAKE+ASHTABULA%29%2C+SHEYENNE+RIVER%2C+NORTH+DAKOTA%2C+GENERAL+DESIGN+MEMORANDUM.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Sacramento, California; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 7, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - KAHAWAINUI STREAM FLOOD CONTROL STUDY, LAIE, OAHU, HAWAII. AN - 36384844; 386 AB - PURPOSE: Flood damage reduction measures are proposed for the Kahawainui Stream drainage basin located on the northeastern coast of the island of Oahu, Hawaii. The Kahawainui Stream traverses the Koolau Range from an elevation of 1,800 feet to the coastal plain. The basin is drained by a network of nine gulches that combine to form the Kahawainui Stream, about one mile from the ocean. Laie is the principle urban center in the Kahawainui watershed. The preferred plan would provide for channel improvements and a levee along the right bank of Kahawainui Stream. The improvements would modify approximately 1,500 feet of existing stream. The downstream project limits would end at the existing stream approximately 136 feet below Kamehameha Highway. The levee would consist of compacted earth-fill lined with concrete riprap to prevent erosion of the levee by floods. The levee would require that a road be raised some 10 feet for access to cemetery areas. The existing stream would be realigned upstream of the highway and replaced with a concrete channel from the bridge for a length of approximately 490 feet. Above the concrete channel, the floodplain would be graded to guide flows to the channel improvements. Laiewai Bridge would be modified by cleaning and excavating the stream under the bridge. The bridge abutments would be extended to form a wedge-type transition to the upstream channel improvements. Flows would pass through the modified bridge under the Kamehameha Highway and into the existing Kahawainui Stream. Floods exceeding the stream capacity would overflow the stream banks within the park site and discharge as sheet flows to the ocean. The estimated annual net benefits are $363,000, and the benefit-cost ratio is 2.2. POSITIVE IMPACTS: The levee and channel modification plan would reduce annual flood damage and reduce the likelihood of human injury or potential loss of life. Protected areas would have potential property tax value increases. NEGATIVE IMPACTS: One residence and one garage would require relocation. The channel would intrude slightly into the beach park. Levees would obstruct the view of 1,760 linear feet of stream area. LEGAL MANDATES: Flood Control Act of 1948, as amended (33 U.S.C. 701s). JF - EPA number: 850334, 262 pages, August 5, 1985 PY - 1985 KW - Water KW - Cemeteries KW - Channels KW - Dikes KW - Erosion KW - Flood Control KW - Floodplains KW - Parks KW - Relocations-Property Acquisitions KW - Rivers KW - Hawaii KW - Flood Control Act of 1948, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384844?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=KAHAWAINUI+STREAM+FLOOD+CONTROL+STUDY%2C+LAIE%2C+OAHU%2C+HAWAII.&rft.title=KAHAWAINUI+STREAM+FLOOD+CONTROL+STUDY%2C+LAIE%2C+OAHU%2C+HAWAII.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CHITTENDEN COUNTY, VERMONT CIRCUMFERENTIAL HIGHWAY: COLCHESTER-ESSEX-WILLISTON, PB 033-1(1). AN - 36397216; 377 AB - PURPOSE: Construction is proposed of a new four-lane, limited-access circumferential highway in Chittenden County, Vermont between State Route (S.R.) 127 in the town of Colchester and Interstate 89 (I-89) in the town of Williston. The project would begin on S.R. 127, approximately 0.74 miles south of Warners Corner, and continue easterly for approximately 16 miles to terminate 0.83 miles east of the intersection of I-89 and S.R. 2A in Williston. Because of currently available funding, only two lanes on a four-lane right-of-way would be built initially, except at the interchange with I-89 in Colchester and along approximately half of the route in Williston, where initial construction would be four full lanes. The two-lane facility would consist of two 12-foot travel lanes with 8-foot shoulders and would be constructed in the southern and western portion of the rights-of-way. The additional two 12-foot travel lanes would be constructed later in the outer portion of the highway to serve as the northbound and westbound roadway. Total cost of the two-lane highway is estimated at $82.1 million. POSITIVE IMPACTS: The circumferential highway would improve travel for through traffic and would relieve congestion on existing highways in the towns of Colchester, Essex, Essex Junction, and Williston. NEGATIVE IMPACTS: The project would displace 11 families, seven small business enterprises, and one maple orchard. The road would encroach on wetlands associated with the Winooski River and several other small streams and would require the acquisition of seven acres of parkland property. Many portions of the project corridor are archaeologically sensitive. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Land and Water Conservation Fund Act of 1965 (U.S.C. 4601 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850333, 344 pages, August 2, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-VT-EIS-85-01-D KW - Archaeological Sites KW - Creeks KW - Farmlands KW - Highways KW - Historic Sites KW - Noise Assessments KW - Parks KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Transportation KW - Wetlands KW - Vermont KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Land and Water Conservation Fund Act of 1965, Section 6(f) Involvement KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397216?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CHITTENDEN+COUNTY%2C+VERMONT+CIRCUMFERENTIAL+HIGHWAY%3A+COLCHESTER-ESSEX-WILLISTON%2C+PB+033-1%281%29.&rft.title=CHITTENDEN+COUNTY%2C+VERMONT+CIRCUMFERENTIAL+HIGHWAY%3A+COLCHESTER-ESSEX-WILLISTON%2C+PB+033-1%281%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Montpelier, Vermont; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: August 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GREAT RIVER ROAD, KENTUCKY. AN - 36388289; 371 AB - PURPOSE: Construction of the Kentucky segment of the Great River Road along the Mississippi River through Ballard, Carlisle, Hickman, and Fulton counties, Kentucky is proposed. The parkway would enter Kentucky from Illinois at the Cairo Bridge over the Ohio River and exit the state into Tennessee west of Reelfoot Lake on Kentucky (KY) 94. The preferred alternative alignment would pass through Wickliffe, Berkley, Columbus, Cayce, and Hickman, and would extend along 63 miles of existing roadway that varies from 12- to 14-foot-wide gravel roads to 22-foot-wide paved highways. In addition to reconstruction of these existing routes, the project would involve construction of several bridges and other highway structures. Rural and urban scenic easements and numerous roadside amenities would be included within the scenic corridor as part of the project. POSITIVE IMPACTS: The project would complete the Kentucky section of the Great River Road, which will eventually extend from within Canada to the Gulf of Mexico and constitute a national parkway. The historic, scenic, cultural, and recreational values of the river and adjacent land areas would become more accessible to residents of North America via the new highway. Construction of the parkway on existing rights-of-way would prevent the occurrence of undue encroachments on social and ecological resources. NEGATIVE IMPACTS: Development of new rights-of-way and acquisition of easements would result in the relocation of numerous residences and businesses and in placement of an embankment in floodplain areas, altering the scenic and hydrologic character of such areas and affecting some wetlands. Receptors in Wickliffe would experience noise levels in excess of Federal Highway Administration standards, but this would occur with or without the existence of the new highway. Four major streams would be crossed by the highway, requiring some stream channel modifications at each crossing. The preferred alignment would traverse habitat of eight endangered or threatened species. As much as 600 acres of prime farmland could be converted to rights-of-way. The project could encroach upon two wildlife management areas, one refuge, one state park, and several historic and archaeological sites. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 82-0114D, Volume 6, Number 2. JF - EPA number: 850331, 3 volumes and maps, August 2, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-KY-EIS-81-01-F KW - Archaeological Sites KW - Bridges KW - Creeks KW - Easements KW - Endangered Species (Animals) KW - Farmlands KW - Floodplains KW - Highway Structures KW - Highways KW - Historic Sites KW - Noise Standards Violations KW - Parks KW - Preserves KW - Relocations-Property Acquisitions KW - Scenic Areas KW - Wetlands KW - Wildlife Habitat KW - Kentucky KW - Mississippi River KW - Department of Transportation Act of 1966, Parks KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388289?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=GREAT+RIVER+ROAD%2C+KENTUCKY.&rft.title=GREAT+RIVER+ROAD%2C+KENTUCKY.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Frankfort, Kentucky; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: August 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Flood-Damage-Mitigation Plan Selection with Branch-and-Bound Enumeration AN - 19461027; 7891119 AB - The optimal (best) flood-damage-mitigation plan; from the national economic development standpoint, is the plan that yields the maximum net economic benefit consistent with environmental, institutional, social and financial requirements. This document described, in detail, the branch-and-bound enumeration procedure for selecting the optimal combination of flood-damage-mitigation measures and illustrates how the Hydrologic Engineering Center computer programs can be used in this analysis. An example is presented in which the optimal plan is determined for a hypothetical catchment. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T Y1 - 1985/08// PY - 1985 DA - August 1985 SP - 32 KW - Water Resources Abstracts KW - Engineering KW - Yield KW - Computer Programs KW - Training KW - Catchment Areas KW - Economic Development KW - Benefits KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461027?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T&rft.aulast=Ford&rft.aufirst=D&rft.date=1985-08-01&rft.volume=&rft.issue=&rft.spage=32&rft.isbn=&rft.btitle=Flood-Damage-Mitigation+Plan+Selection+with+Branch-and-Bound+Enumeration&rft.title=Flood-Damage-Mitigation+Plan+Selection+with+Branch-and-Bound+Enumeration&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Water Supply Simulation Using HEC-5 AN - 19457632; 7891171 AB - This document is intended to assist users of computer program HEC-5 who are engaged in modeling surface water systems for water supply. Using a single reservoir operation for illustration, the document describes the input data needed to utilize a variety of analysis capabilities available in HEC-5. Input data for multiple reservoir systems are similar to those for single reservoirs but include certain data which specify the system linkages and operation. A description of this information is also included. Two appendices are part of the document. One describes HEC-5 automatic reservoir sizing and the other provides program output for the examples used in the text. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1985/08// PY - 1985 DA - August 1985 SP - 148 KW - Water Resources Abstracts KW - Hydrologic Models KW - Computer Programs KW - Training KW - Varieties KW - Water Supply KW - Reservoir Operation KW - Automation KW - Surface Water KW - Reservoirs KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19457632?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1985-08-01&rft.volume=&rft.issue=&rft.spage=148&rft.isbn=&rft.btitle=Water+Supply+Simulation+Using+HEC-5&rft.title=Water+Supply+Simulation+Using+HEC-5&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - SMALL BOAT HARBOR IMPROVEMENTS, DILLINGHAM, ALASKA. AN - 36402476; 383 AB - PURPOSE: Expansion of the Dillingham small boat harbor on the northern shore of Nushagak Bay, a northern extension of Bristol Bay in Alaska, is proposed. The harbor lies at the confluence of the Wood and Nushagak rivers, 350 air miles southwest of Anchorage. The preferred plan would involve installation of a steel structure that would allow closure of the basin from Nushagak Bay during the winter months, placement of a revetment of armor stones along both sides of the entrance channel to prevent erosion of the upper beach in the vicinity, installation of a system of mooring floats to increase the capacity of the harbor, and construction of upland access and staging facilities. Armor stones for the revetment would be brought from a quarry at Cape Newenham. Upland facilities would include vehicle parking areas and suitable space for temporary storage of vessels on cradles or trailers. Estimated cost of the project is $12.2 million, and the benefit-cost ratio is estimated at 1.02. POSITIVE IMPACTS: Expansion of the harbor would increase the level of protection afforded vessels dependent on the harbor, reduce losses of wages due to delays caused by inadequate harbor facilities, and decrease the likelihood of damaging fires in the harbor confines. Average annual benefits rebounding to the community due to harbor improvements would amount to $64,000. NEGATIVE IMPACTS: Dredging within the harbor and disposal of dredged material within Nushagak Bay would create turbidity in localized areas. Removal of stone from the quarry site could affect wildlife within the nearby Newenham National Wildlife Refuge, but effects would be temporary. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1960 (P.L. 86-645). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0158D, Volume 7, Number 3. JF - EPA number: 850325, 225 pages, July 29, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Bays KW - Disposal KW - Dredging KW - Erosion Control KW - Harbor Structures KW - Harbors KW - Navigation KW - Parking KW - Quarries KW - Section 404(b) Statements KW - Sediment Analyses KW - Terminal Facilities KW - Waterways KW - Wildlife Surveys KW - Alaska KW - Bristol Bay KW - Nushagak Bay KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1960, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36402476?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SMALL+BOAT+HARBOR+IMPROVEMENTS%2C+DILLINGHAM%2C+ALASKA.&rft.title=SMALL+BOAT+HARBOR+IMPROVEMENTS%2C+DILLINGHAM%2C+ALASKA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Anchorage, Alaska; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 29, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ROUTE N.J. 147 FROM ROUTE U.S. 9 TO NEW JERSEY AVENUE CONNECTOR, CAPE MAY COUNTY, NEW JERSEY. AN - 36395735; 372 AB - PURPOSE: Improvement of 4.3 miles of New Jersey Route 147 (N.J. 147) is proposed between its intersection with U.S. 9 in Middle Township and its intersection with New Jersey and Spruce avenues in the city of North Wildwood, Cape May County, New Jersey. The major part of the project would involve improving N.J. 147 between the Garden State Parkway and Anglesea Avenue to a dual highway consisting of two traffic lanes and a shoulder in each direction with a concrete barrier curb. Other roadway improvements, including repaving, widening of the existing travel lanes to 12 feet, and intersection improvements, would be made at the eastern and western termini. From U.S. 9 to the vicinity of Georgia Avenue, the roadway would be widened to include a 12-foot travel lane and a 10-foot shoulder in each direction. An additional eastbound lane would be added to N.J. 147 at the parkway exit ramp to form a three-lane facility. Existing bridges over Grassy Sound and Beach Creek would be replaced, and several intersections would be improved with new signals and jughandles for U-turns and left turns. Total cost of the project is estimated at $88.1 million. POSITIVE IMPACTS: The project would replace a substandard facility with a widened, modern roadway capable of handling increased traffic volumes and providing emergency evacuation service. Raising the roadway elevation above the 100-year still water flood level would reduce flooding problems. The attractiveness of North Wildwood as a summer resort would be enhanced. The new bridges would eliminate navigation problems on the Intracoastal Waterway. NEGATIVE IMPACTS: The project would displace 102 residences and 7 commercial structures and would fill approximately 32 acres of wetlands. Widening improvements of existing N.J. 147, which passes through the Marmora Wildlife Management Area, would require an additional 5.3 acres of the area. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11988, Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850322, 232 pages and maps, July 26, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-NJ-EIS-85-01-D KW - Bridges KW - Floodplains KW - Highways KW - Navigation KW - Preserves KW - Relocations-Property Acquisitions KW - Resorts KW - Section 4(f) Statements KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - New Jersey KW - Department of Transportation Act of 1966, Wetlands KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395735?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-08-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LAKE+FRONT+HIGHWAY+%28F.A.P.+437%29+FROM+ILLINOIS+TRI-STATE+TOLLWAY+%28I-94%29+TO+GRAND+AVENUE+%28ILLINOIS+132%29+IN+LAKE+COUNTY%2C+ILLINOIS.&rft.title=LAKE+FRONT+HIGHWAY+%28F.A.P.+437%29+FROM+ILLINOIS+TRI-STATE+TOLLWAY+%28I-94%29+TO+GRAND+AVENUE+%28ILLINOIS+132%29+IN+LAKE+COUNTY%2C+ILLINOIS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Trenton, New Jersey; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LORAIN SMALL-BOAT HARBOR, LORAIN, OHIO. AN - 36388336; 393 AB - PURPOSE: Construction of a small boat harbor at Lorain, Ohio is proposed. Lorain Harbor lies on the southern shore of Lake Erie at the mouth of the Black River, approximately 25 miles west of Cleveland. The preferred alternative would involve construction of an all-weather harbor with a surface area of 37 acres and a capacity for 600 slips. Structural features of the project would include an 800-foot breakwater, a 425-foot detached breakwater, and two entrance channels, each 275 feet wide. The project would utilize a portion of the diked disposal area for parking and support facilities. Because of the relatively deep water at the site, no dredging would be required. First cost of the project is estimated at $9.6 million, and the benefit-cost ratio is 3.7. POSITIVE IMPACTS: The new harbor would meet the projected demand of 600 slips in 1990 and would provide sufficient water area for future expansion well beyond the 600 slips. The two entrance channels would minimize any interference with commercial navigation on the Black River. Recreational fishing would be enhanced by the addition of a 3.5-foot wide path on top of the 800-foot main breakwater. Ice fishing also would be enhanced within the harbor. NEGATIVE IMPACTS: Aquatic habitat would be degraded by the discharge of pollutants and by the decreased circulation within the basin. Construction activities and peak recreational use would cause fish to avoid the area. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0388D, Volume 7, Number 7. JF - EPA number: 850321, 128 pages and maps, July 26, 1985 PY - 1985 KW - Water KW - Breakwaters KW - Channels KW - Harbor Structures KW - Harbors KW - Navigation KW - Parking KW - Recreation Facilities KW - Rivers KW - Water Quality KW - Wildlife Habitat KW - Lake Erie KW - Lorain Harbor KW - Ohio KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388336?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LORAIN+SMALL-BOAT+HARBOR%2C+LORAIN%2C+OHIO.&rft.title=LORAIN+SMALL-BOAT+HARBOR%2C+LORAIN%2C+OHIO.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SAINTE GENEVIEVE, MISSOURI FEASIBILITY REPORT: FLOOD CONTROL STUDY FOR HISTORIC SAINTE GENEVIEVE--80061. AN - 36393411; 389 AB - PURPOSE: Construction of a levee system, widening of the channels of North and South Gabouri creeks, and implementation of ancillary measures are proposed to protect Ste. Genevieve, Missouri from flood flows along the Mississippi River and the two tributary creeks. The 20.8-square-mile study area includes the town of Ste. Genevieve, the Mississippi River floodplain lying east of the town, and areas that drain into the community, including the watersheds of the North and South Gabouri creeks and Valle Spring Branch. The tentatively selected plan would involve construction of an urban-height levee that would include both stability and seepage berms to protect Ste. Genevieve from Mississippi River floods. The levee and berms would be constructed of material dredged from the Mississippi River and a cap of impervious soil taken from the floodplain on the river side of the levee. The plan also would involve construction of two small levees to protect areas from tributary flooding; replacement of six bridges; modifications to two bridges; demolition of one bridge; and installation of an interior drainage system that would include ditches, gravity drains, and a 650-cubic-foot-per-second pump station. Recreation facilities such as trails, baseball diamonds, and picnic areas would be provided on lands purchased for the flood protection project. The cost of the project is estimated at $31.5 million, with a benefit-cost ratio of 0.17. POSITIVE IMPACTS: Flood control measures would protect 86 historical structures from Mississippi River floods and 53 historical structures from flooding along North and South Gabouri creeks. Seventy-nine acres of emergent freshwater wetlands would be created in the borrow areas. The annual economic benefits from the project are estimated at $506,500. NEGATIVE IMPACTS: Levee construction would destroy 8.8 acres of floodplain forest, 2.6 acres of urban land, 241 acres of cropland, and 76 acres of prime farmland. The levee would also impact 1,670 feet of natural stream channel and 870 feet of wooded slough. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), Public Works Appropriations (P.L. 94-355), River and Harbor and Flood Control Act of 1970 (P.L. 91-611), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft EIS, see 84-0266D, Volume 8, Number 5. JF - EPA number: 850317, 3 volumes, July 25, 1985 PY - 1985 KW - Water KW - Bridges KW - Channels KW - Cost Assessments KW - Creeks KW - Dikes KW - Drainage KW - Dredging KW - Farmlands KW - Flood Control KW - Floodplains KW - Forests KW - Historic Sites KW - Recreation Resources KW - Rivers KW - Trails KW - Waterways KW - Wetlands KW - Missouri KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Historic Sites KW - Public Works Appropriations, Project Authorization KW - River and Harbor and Flood Control Act of 1970, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393411?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=Stuart&rft.date=1985-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Res+Report+85-R-5&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Louis, Missouri; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 25, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED STATE HIGHWAY 74 FROM N.W. 63RD STREET TO N.W. 178TH STREET, OKLAHOMA CITY, OKLAHOMA. AN - 36393309; 373 AB - PURPOSE: Construction of a six-lane freeway from Northwest (NW) 63rd Street northerly to NW 136th Street (Memorial Road) and a four-lane divided urban arterial from NW 136th Street northerly to NW 178th Street (Edmond Road) and State Highway 74 is proposed in Oklahoma City, Oklahoma. Total roadway construction would be 8.0 miles. From NW 63rd Street to Memorial Road, access would be fully controlled, with interchanges at NW 70th Street, Britton Road, Hefner Road, NW 122nd Street, and Memorial Road. Consideration would be given to depression of the facility, construction of earth berms, landscaping and minor changes in the center line, and all issues presented by neighborhood residents. POSITIVE IMPACTS: The project would implement the long-range land use development and the urban transportation plans for Oklahoma City. It would provide needed transportation improvements, relief to congested arterial streets, and continued economic growth. NEGATIVE IMPACTS: Approximately 109 acres of recreational lands would be converted to expressway use, and eight homes and one business would be displaced. Noise levels in existing residential neighborhoods would increase 1 to 7 decibels during peak automobile traffic hours. Increased erosion and sedimentation could degrade Lake Hefner, and freeway drainage could pollute Kid's Lake. Short-term traffic interruptions, noise, and air pollution would occur during construction activities. Strip commercial development could occur between NW 63rd Street and NW 67th Street. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft EIS, see 84-0295D, Volume 8, Number 6. JF - EPA number: 850314, 2 volumes, July 23, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-OK-EIS-84-01-F KW - Air Quality KW - Erosion KW - Highways KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Roads KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Traffic Control KW - Transportation KW - Water Quality KW - Oklahoma KW - Department of Transportation Act of 1966, Recreation Resources KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393309?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-23&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+STATE+HIGHWAY+74+FROM+N.W.+63RD+STREET+TO+N.W.+178TH+STREET%2C+OKLAHOMA+CITY%2C+OKLAHOMA.&rft.title=PROPOSED+STATE+HIGHWAY+74+FROM+N.W.+63RD+STREET+TO+N.W.+178TH+STREET%2C+OKLAHOMA+CITY%2C+OKLAHOMA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Fort Worth, Texas; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 23, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL STUDY, MARTIN COUNTY, FLORIDA. AN - 36393371; 384 AB - PURPOSE: Beach erosion control plans are proposed for Hutchinson and Jupiter islands, Martin County, Florida. The plan for Hutchinson Island would involve restoration of the primary dune to a 20-foot width and a protective beach with a 35-foot design berm width along four miles of the ocean shore from the north county line south to 0.25 mile south of the southern limit of Stuart public beach, with periodic nourishment at eight-year intervals. The initial beach fill would contain 1.1 million cubic yards, and the annual nourishment rate would require 61,000 cubic yards. The plan for Jupiter Island would feature 5.6 miles of beach fill along the developed shorefront from 0.5 mile north of Bridge Road to 5.6 miles south, with periodic nourishment at eight-year intervals. The initial beach fill would contain 2.3 million cubic yards. Material for both projects would come from two borrow areas located north and south of St. Lucie Inlet. Estimated total cost of the Hutchinson Island project is $8.4 million, and the benefit-cost ratio is 1.2. POSITIVE IMPACTS: Creation of protected beaches would increase recreational opportunities, assure the long-term continuation of recreational opportunities, and afford increased protection of shorefront property. NEGATIVE IMPACTS: The annual cost of $2.9 million would exceed the annual benefits of $1.0 million for the Jupiter Island plan, making this plan economically unfeasible and ineligible for federal assistance. Benthic communities along the beaches would be covered by the fill material, and benthic organisms at the borrow sites would be disturbed. Construction activities could interfere with sea turtle nesting habits. LEGAL MANDATES: Coastal Zone Management Act of 1977 (43 U.S.C. 1241); Executive Order 11988; Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and River and Harbor and Flood Control Act of 1970 (P.L. 91-611). JF - EPA number: 850313, 306 pages, July 22, 1985 PY - 1985 KW - Water KW - Beaches KW - Borrow Pits KW - Coastal Zones KW - Cost Assessments KW - Dunes KW - Endangered Species (Animals) KW - Erosion Control KW - Marine Systems KW - Recreation Resources KW - Section 404(b) Statements KW - Socioeconomic Surveys KW - Soils Surveys KW - Florida KW - Coastal Zone Management Act of 1977, Compliance KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393371?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BEACH+EROSION+CONTROL+STUDY%2C+MARTIN+COUNTY%2C+FLORIDA.&rft.title=BEACH+EROSION+CONTROL+STUDY%2C+MARTIN+COUNTY%2C+FLORIDA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MAINTENANCE DREDGING OF NEWTOWN CREEK, NEW YORK: NAVIGATION PROJECT. AN - 36393601; 392 AB - PURPOSE: Maintenance dredging of the federal navigation channel at Newtown Creek, Kings and Queens counties, New York is proposed. Newtown Creek is a federal navigation project extending 5.2 miles and consisting of a 23-foot-deep main channel, a 23-foot-deep triangular area and turning basin, and 20-foot-deep channels in East Branch, Dutch Kills, Maspeth Creek, and English Kills. The project is approximately 64 percent complete. The currently proposed project would involve dredging of 175,000 cubic yards of material from the project channels and disposal of dredged spoil in an open ocean dumping site. After initial dredging, maintenance dredging would be performed at five-year intervals. Mitigation capping of disposed materials would be required due to the presence of significant levels of solid phase mortality in dredge sediments. Material would be dredged from the channels via a clam shell dredge. POSITIVE IMPACTS: Maintenance of the navigability of the federal project channels would allow movement of ships along Dutch Kill at all times; currently, movement of large ships up the kill is restricted to high-tide periods, due to the shallowness of the channel. Proprietors of and workers at docks in the Brooklyn area would benefit economically from the project. NEGATIVE IMPACTS: Dredging and disposal would result in temporary turbidity and the release of contaminants into the water column. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0155D, Volume 8, Number 3. JF - EPA number: 850310, 196 pages, July 19, 1985 PY - 1985 KW - Water KW - Channels KW - Creeks KW - Disposal KW - Dredging KW - Navigation KW - Ocean Dumping KW - Section 404(b) Statements KW - Sediment Analyses KW - Ships KW - Waste Disposal KW - Waterways KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393601?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WATERSHED+PLAN+FOR+MIDDLE+GRAVE+CREEK+WATERSHED%2C+MARSHALL+COUNTY%2C+WEST+VIRGINIA.&rft.title=WATERSHED+PLAN+FOR+MIDDLE+GRAVE+CREEK+WATERSHED%2C+MARSHALL+COUNTY%2C+WEST+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 19, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION AND MAINTENANCE WORK ON THREE NAVIGATION PROJECTS IN THE LAKE BORGNE VICINITY, LOUISIANA (SUPPLEMENTAL INFORMATION REPORT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF MARCH 1976). AN - 36386232; 388 AB - PURPOSE: Operation and maintenance of five navigation channels with a total length of 111.3 miles in the vicinity of Lake Borgne, Louisiana are proposed. The project would include the Mississippi River-Gulf Outlet (MR-GO), extending 75.6 miles, and bayous Dupre, La Loutre, St. Malo, and Yscloskey, extending 7.3 miles, 21.7 miles, 6.3 miles, and 0.4 miles, respectively. The MR-GO channel would be 36 feet deep and 500 feet wide. Associated channels would be 5 to 6 feet deep, with widths varying from 30 feet to 100 feet. Maintenance on the MR-GO would be accomplished by a cutterhead pipeline dredge. Material would be deposited in both diked disposal areas and open water areas in Breton Sound. The annual volume of material dredged on the MR-GO would be approximately 12 million cubic yards. Dredging on associated bayous would be accomplished by hydraulic bucket dredges, and material would be deposited on land-confined disposal areas. This supplemental information report to the final environmental impact statement of March 1976 evaluates the ongoing removal of allowable overdepth and advanced maintenance during routine maintenance dredging. During maintenance, approximately four feet of advanced maintenance and one foot of allowable overdepth would be removed from the inland portion of the waterway, six feet of advanced maintenance and two feet of allowable overdepth from the sound sections, and two feet of advanced maintenance and two feet of allowable overdepth from the gulf segment. POSITIVE IMPACTS: The project would ease continued use of the Tidewater Port facilities of the Port of New Orleans, and the MR-GO would continue to serve as the only 36-foot link between the Tidewater Port area and the Gulf of Mexico. Landfills would create land suitable for future regional development needs. NEGATIVE IMPACTS: Temporary turbidity resulting from dredging operations would degrade water quality and damage aquatic organisms. Biota would be affected by disposal operations. PRIOR REFERENCES: For the abstract of the final environmental impact statement, see 76-4680F, EIS Cumulative 1970-1976, Volume 1. JF - EPA number: 850302, 6 pages, July 16, 1985 PY - 1985 KW - Water KW - Channels KW - Disposal KW - Dredging KW - Fisheries KW - Landfills KW - Marine Systems KW - Navigation KW - Rivers KW - Water Quality KW - Waterways KW - Gulf of Mexico KW - Louisiana KW - Mississippi River UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386232?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+AND+MAINTENANCE+WORK+ON+THREE+NAVIGATION+PROJECTS+IN+THE+LAKE+BORGNE+VICINITY%2C+LOUISIANA+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1976%29.&rft.title=OPERATION+AND+MAINTENANCE+WORK+ON+THREE+NAVIGATION+PROJECTS+IN+THE+LAKE+BORGNE+VICINITY%2C+LOUISIANA+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATIONS AND MAINTENANCE PROGRAM, HARLAN COUNTY LAKE, NEBRASKA: MULTIPLE-PURPOSE PROJECT, KANSAS RIVER BASIN, REPUBLICAN RIVER (DRAFT SUPPLEMENT TO DRAFT ENVIRONMENTAL IMPACT STATEMENT OF MAY 1977). AN - 36404071; 390 AB - PURPOSE: Operation and maintenance activities at Harlan County Lake, Nebraska are planned, including water control operations, operation and maintenance of recreation areas, and management of project land and water resources. The lake is located 239 miles above the mouth of the Republican River in southcentral Nebraska near the Kansas state line. This supplement to the draft environmental impact statement of May 1977 discusses the observed consequences of water-level fluctuations of the lake with respect to conflicting recreation uses, stability of the lakeshore, and the need for irrigation and flood control. POSITIVE IMPACTS: Continued and expanded resource management programs and operation and maintenance of recreation facilities probably would produce long-term beneficial changes in the project environment and help to maintain water, soil, vegetation, animal, and cultural resources over the life of the project. Continued operation of the Republican River and Kansas River basin system of flood control lakes would contribute to incremental reductions in flood damages in downstream areas along the Kansas River. Flood protection would encourage river bottom development, and release of irrigation waters to downstream lands would contribute to the prosperity of the surrounding multicounty area. NEGATIVE IMPACTS: Low water levels and sediment deposition near boat ramps and marinas would interfere with access to the lake from the normal shoreline during summer months. Lake elevations at or above multipurpose pool levels would increase shoreline erosion. Project releases to evacuate extreme flood pool storage levels could exceed the capacity of the downstream river channel and cause flooding of agricultural land. Water-level fluctuations, in combination with the physical properties of the lakeshore and the lake bottom at the upper end of the lake, could create mosquito-breeding habitat. Heavy visitor use would increase soil compaction, loss of grass cover, and dust. LEGAL MANDATES: Flood Control Act of 1941 (P.L. 77-228). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 77-0846D, Volume 1, Number 8. JF - EPA number: 850301, 128 pages, July 15, 1985 PY - 1985 KW - Water KW - Cultural Resources KW - Erosion KW - Farmlands KW - Flood Control KW - Flood Protection KW - Irrigation KW - Lakes KW - Land Management KW - Recreation Resources KW - Vegetation KW - Water Resources KW - Water Resources Management KW - Nebraska KW - Flood Control Act of 1941, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36404071?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MISSISSIPPI+RIVER%2C+COON+RAPIDS+DAM+TO+OHIO+RIVER%3A+FEASIBILITY+REPORT+NO.+1+FOR+FLOOD+DAMAGE+REDUCTION%2C+MUSCATINE+ISLAND+LEVEE+DISTRICT%2C+CITY+OF+MUSCATINE%2C+IOWA+AND+MUSCATINE-LOUISA+COUNTY+DRAINAGE+DISTRICT+NO.+13%2C+IOWA.&rft.title=MISSISSIPPI+RIVER%2C+COON+RAPIDS+DAM+TO+OHIO+RIVER%3A+FEASIBILITY+REPORT+NO.+1+FOR+FLOOD+DAMAGE+REDUCTION%2C+MUSCATINE+ISLAND+LEVEE+DISTRICT%2C+CITY+OF+MUSCATINE%2C+IOWA+AND+MUSCATINE-LOUISA+COUNTY+DRAINAGE+DISTRICT+NO.+13%2C+IOWA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Kansas City, Missouri; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - JAMES CITY COUNTY'S PROPOSED DAM AND WATER SUPPLY RESERVOIR ON WARE CREEK, VIRGINIA. AN - 36385082; 394 AB - PURPOSE: Development of a surface-water supply for James City County, Virginia is proposed. The project would involve construction of a dam on Ware Creek, approximately 1,000 feet downstream from the confluence of Ware Creek and France Swamp, to create a 970-acre, 15-foot-deep reservoir. The earthfill dam would be 1,450 feet long, 40 feet wide at the crest, and 300 feet wide at the base, with a crest elevation of 48 feet at mean sea level; it would impound a total of 5,200 million gallons. A water purification facility also would be constructed, and 26,400 linear feet of transmission lines would connect the reservoir to existing transmission lines. Other related work would include clearing 1,325 acres of land, removal of unsuitable muck material, and disposal of this material. POSITIVE IMPACTS: The project would provide a safe yield of 8.1 million gallons per day and would increase the county's capacity to meet future water demands. The reservoir would offer opportunities for fishing, boating, and other water-related recreational activities. NEGATIVE IMPACTS: The reservoir would create a dramatic shift in the scenic character of the area as the hardwood swamp and emergent wetlands were replaced by open lake and as dry areas were converted to wetlands. Habitat of the Osprey and the Great Blue Heron would be impacted slightly. Part of Ware Creek would lose its status on the Nationwide Rivers Inventory. Construction activity temporarily would increase soil erosion, turbidity, and nutrient loading on Ware Creek and the York River. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850297, 195 pages, July 12, 1985 PY - 1985 KW - Water KW - Birds KW - Creeks KW - Dams KW - Disposal KW - Endangered Species (Animals) KW - Fisheries KW - Forests KW - Pipelines KW - Recreation Resources KW - Reservoirs KW - Scenic Areas KW - Section 404(b) Statements KW - Transmission Lines KW - Vegetation KW - Visual Resources KW - Water Supply KW - Wetlands KW - Wildlife Habitat KW - Virginia KW - Ware Creek KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385082?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=JAMES+CITY+COUNTY%27S+PROPOSED+DAM+AND+WATER+SUPPLY+RESERVOIR+ON+WARE+CREEK%2C+VIRGINIA.&rft.title=JAMES+CITY+COUNTY%27S+PROPOSED+DAM+AND+WATER+SUPPLY+RESERVOIR+ON+WARE+CREEK%2C+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Norfolk, Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 12, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FEASIBILITY REPORT ON AGRICULTURAL FLOOD CONTROL, ALOHA-RIGOLETTE AREA, LOUISIANA. AN - 36393897; 387 AB - PURPOSE: Flood protection measures are proposed for the 418-square-mile Aloha-Rigolette drainage basin located on the left descending bank of the Red River in Grant, Rapides, and Winn parishes, Louisiana. The preferred plan would involve construction of six floodgates approximately 600 feet east of the existing Bayou Rigolette structure. The gates would be 10 feet by 10 feet wide and 210 feet long and would be constructed of reinforced concrete. An electrically operated vertical lift gate would control flow through each boxed opening. Inflow and outflow channels would convey water away from Bayou Rigolette just south of the Kansas City Southern Railway. The inflow channel would be 680 feet long, and the outflow channel 1,010 feet; the bottom width for both channels would be 100 feet, with bank slopes of 1:3. Total first cost of the plan is estimated at $6.9 million, and the benefit-cost ratio is 1.7. POSITIVE IMPACTS: The project would reduce flooding in the agricultural area and would create conditions favorable for intensified agricultural uses. The purchase of 170 acres of flowage easements to facilitate periodic drawdown of Iatt Lake would improve the fisheries resource. NEGATIVE IMPACTS: Increased runoff of pesticides, herbicides, and fertilizers would degrade water quality. Small amounts of bottomland hardwood acreage would be disturbed by construction of the inflow and outflow channels. Seasonal raising and lowering of Lake Iatt would destroy some prehistoric sites. LEGAL MANDATES: Archaeological and Historic Preservation Act of 1974 (16 U.S.C. 469), Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Federal Water Project Recreation Act of 1965 (16 U.S.C. 460 et seq.), Watershed Protection and Flood Prevention Act of 1954, as amended (16 U.S.C. 1001 et seq.), and Wild and Scenic Rivers Act of 1968, as amended (16 U.S.C. 1271 et seq.). JF - EPA number: 850293, 2 volumes, July 11, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Channels KW - Cost Assessments KW - Easements KW - Farmlands KW - Fisheries KW - Fisheries Surveys KW - Flood Control KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Lakes KW - Rivers KW - Water Quality KW - Wildlife Habitat KW - Wildlife Surveys KW - Louisiana KW - Archaeological and Historic Preservation Act of 1974, Archaeologic Sites KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Compliance KW - Federal Water Project Recreation Act of 1965, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393897?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-06&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WIDENING+OF+PACIFIC+COAST+HIGHWAY+FROM+ROUTE+55+TO+GOLDEN+WEST+STREET+IN+THE+CITIES+OF+NEWPORT+BEACH+AND+HUNTINGTON+BEACH%2C+ORANGE+COUNTY%2C+CALIFORNIA.&rft.title=WIDENING+OF+PACIFIC+COAST+HIGHWAY+FROM+ROUTE+55+TO+GOLDEN+WEST+STREET+IN+THE+CITIES+OF+NEWPORT+BEACH+AND+HUNTINGTON+BEACH%2C+ORANGE+COUNTY%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 11, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CENTRAL AND SOUTHERN FLORIDA PROJECT: FLOOD CONTROL FOR UPPER SAINT JOHNS RIVER BASIN AND RELATED AREAS, SUPPLEMENT 2; GENERAL DESIGN MEMORANDUM, ADDENDUM 3. AN - 36384805; 385 AB - PURPOSE: The implementation of flood control measures for the 1,659-square-mile Upper Saint Johns River basin, located in Brevard, Indian River, Okeechobee, Orange, Osceola, Saint Lucie, Seminole, and Volusia counties in east-central Florida, is proposed. The project would involve construction of levees, weirs, canal plugs, control structures, and water management areas, acquisition of lands for water storage and marsh enhancement, and incorporation of some existing works. Total first cost of the project is estimated at $1.1 million, and the benefit-cost ratio is 1.7. POSITIVE IMPACTS: The project would provide flood protection for agricultural lands and ensure an adequate surface water supply to meet farming needs without damaging other water resources. The project also would preserve and enhance the floodplain by restoring sheet flow to the marsh, recreating wetland areas, and restoring fluctuating water levels to the marsh. Archaeological and historic sites would be protected, and recreational opportunities would be expanded. More orderly development of lands in the basin would result by removing large tracts of flood-prone lands from development and using them as flow-through areas for flood waters and reestablishing them as marsh or wetland areas. NEGATIVE IMPACTS: Several families could be relocated, and more than 38,000 acres of cropland and pastureland would be removed from production. Four historic sites could be adversely affected. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C 1251 et seq.), Flood Control Act of 1954 (P.L. 83-780), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850292, 2 volumes, July 11, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Biologic Surveys KW - Conservation KW - Cost Assessments KW - Dams KW - Dikes KW - Farmlands KW - Flood Control KW - Floodplains KW - Historic Sites KW - Irrigation KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Water Quality KW - Weirs KW - Wetlands KW - Florida KW - Saint Johns River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1954, Project Authorization KW - National Historic Preservation Act of 1966, Archaeologic Sites KW - National Historic Preservation Act of 1966, Historic Sites KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384805?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-11&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CENTRAL+AND+SOUTHERN+FLORIDA+PROJECT%3A+FLOOD+CONTROL+FOR+UPPER+SAINT+JOHNS+RIVER+BASIN+AND+RELATED+AREAS%2C+SUPPLEMENT+2%3B+GENERAL+DESIGN+MEMORANDUM%2C+ADDENDUM+3.&rft.title=CENTRAL+AND+SOUTHERN+FLORIDA+PROJECT%3A+FLOOD+CONTROL+FOR+UPPER+SAINT+JOHNS+RIVER+BASIN+AND+RELATED+AREAS%2C+SUPPLEMENT+2%3B+GENERAL+DESIGN+MEMORANDUM%2C+ADDENDUM+3.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 11, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - INTERIM REPORT ON FLOOD PROTECTION FEASIBILITY, LOWER SADDLE RIVER, BERGEN COUNTY, NEW JERSEY (PASSAIC RIVER BASIN, NEW JERSEY AND NEW YORK, PHASE 1 - GENERAL DESIGN MEMORANDUM). AN - 36386453; 391 AB - PURPOSE: A flood control plan is proposed for the lower Saddle River and Sprout Brook, Bergen County, New Jersey. The Saddle River modification would include deepening the channel from two to eight feet. The bottom width would be 45 feet from the confluence with the Passaic River to Outwater Lane (16,500 feet) and 30 feet from Outwater Lane to Otto Pehle Pond near the Garden State Parkway (11,000 feet). Sprout Brook would be deepened approximately 2.5 feet, and the bottom width would be 25 feet. The length of the modification would be 8,800 feet. Riprap would be placed throughout the project area where erosion would occur. Estimated first cost is $35.3 million, with a benefit-cost ratio of 1.8. POSITIVE IMPACTS: The project would protect against a 150-year flood event in the municipalities of Garfield, Wallington, South Hackensack, Lodi, Saddle Brook, Rochelle Park, Paramus, and Fair Lawn. Residents would be assured of protection from losses of life and property. Damage and clean-up costs would be reduced. Stress related to floods would be significantly lower. Contamination from floodwater would be eliminated. NEGATIVE IMPACTS: Some wetlands would no longer be flooded, causing a change in flora species. Two recently discovered historic structures would be destroyed. There would be temporary disruptions in traffic patterns, noise, air quality, recreational resources, and aesthetic values. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0313D, Volume 8, Number 6. JF - EPA number: 850288, 2 volumes, July 10, 1985 PY - 1985 KW - Water KW - Channels KW - Cost Assessments KW - Dredging KW - Erosion Control KW - Flood Control KW - Geologic Assessments KW - Historic Sites KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Rivers KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Soils Surveys KW - Wetlands KW - New Jersey KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Water Resources Development Act of 1976, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386453?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-10&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY%2C+LOWER+SADDLE+RIVER%2C+BERGEN+COUNTY%2C+NEW+JERSEY+%28PASSAIC+RIVER+BASIN%2C+NEW+JERSEY+AND+NEW+YORK%2C+PHASE+1+-+GENERAL+DESIGN+MEMORANDUM%29.&rft.title=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY%2C+LOWER+SADDLE+RIVER%2C+BERGEN+COUNTY%2C+NEW+JERSEY+%28PASSAIC+RIVER+BASIN%2C+NEW+JERSEY+AND+NEW+YORK%2C+PHASE+1+-+GENERAL+DESIGN+MEMORANDUM%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 10, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - REMEDIAL ACTION PLAN TO ISOLATE DDT FROM THE PEOPLE AND THE ENVIRONMENT IN THE HUNTSVILLE SPRING BRANCH - INDIAN CREEK SYSTEM, WHEELER RESERVOIR, ALABAMA. AN - 36379127; 382 AB - PURPOSE: Implementation of a remedial action plan to mitigate DDT contamination of Huntsville Spring Branch and Indian Creek, Madison County, Alabama is proposed. The plan would divert Huntsville Spring Branch around the contaminated channel between miles 4.0 and 5.6 and then isolate the DDT by covering the bypassed channel. The stream would be diverted through an existing side channel, which would be deepened by hydraulic excavation (the loop), and through 1,720 feet of newly excavated channel (the salient cut) to an existing embayment. Primary project components would include a northern staging area for storage of fill and for placement of construction trailers, project offices, and equipment washing; construction of access roads and bridges; a diversion of the wastewater ditch that drains the area of the former DDT plant site; a northern diversion ditch to intercept runoff north of the bypassed channel and reroute it to below stream mile 4.0; a fill dewatering area for material dredged from the loop; diversion structures at stream mile 5.6, the western portion of the loop, and stream mile 4.0; diversion levee at stream mile 4.0; and the isolation and filling of the present stream channel between stream miles 4.0 and 5.6, the west portion of the loop, and the small embayment at stream mile 4.2. POSITIVE IMPACTS: The plan would cover and isolate an estimated 308 tons of DDT in the bypassed channel, amounting to 73 percent of all DDT in the two-stream system and 95 percent of the DDT thought to be upstream of Huntsville Spring Branch mile 4.0. NEGATIVE IMPACTS: The project would alter or destroy 47.4 acres of wetlands, 18.8 acres of aquatic habitat, and 37.8 acres of upland habitat. Dredging operations would elevate the suspended sediment level and possibly the DDT level of the water column. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act (16 U.S.C. 661 et seq.), River and Harbor Act of 1899 (33 U.S.C. 401 et seq.), and Tennessee Valley Authority Act of 1933 (16 U.S.C. 831). JF - EPA number: 850290, 457 pages, July 10, 1985 PY - 1985 KW - Water KW - Archaeological Sites Surveys KW - Biologic Assessments KW - Bridges KW - Channels KW - Creeks KW - Dikes KW - Disposal KW - Diversion Structures KW - Dredging KW - Fisheries KW - Landfills KW - Pesticides KW - Roads KW - Section 404(b) Statements KW - Sediment KW - Toxicity KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Alabama KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act, Compliance KW - River and Harbor Act of 1899, Section 10 Permits KW - Tennessee Valley Authority Act of 1933, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36379127?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+RECONSTRUCTION+OF+M-44+FROM+I-96+TO+PLAINFIELD+AVENUE%2C+KENT+COUNTY%2C+MICHIGAN.&rft.title=PROPOSED+RECONSTRUCTION+OF+M-44+FROM+I-96+TO+PLAINFIELD+AVENUE%2C+KENT+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Nashville, Tennessee; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 10, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED STATE ROUTE 386 FROM I-65 TO THE HENDERSONVILLE BYPASS EAST OF CENTER POINT ROAD IN DAVIDSON AND SUMNER COUNTIES, TENNESSEE. AN - 36386317; 376 AB - PURPOSE: Extension is proposed of State Route 386 from Interstate 65 (I-65), approximately 1.1 miles south of the Two Mile Pike interchange, to the Hendersonville bypass east of Center Point Road, Davidson and Sumner counties, Tennessee. The new highway would be constructed as a four-lane, divided, access-controlled facility with grade-separated interchanges at access points. The proposed design would consist of four 12-foot traffic lanes, with a 14-foot median on a 200-foot minimum right-of-way. Major structures would be required over I-65 and Two Mile Pike. The approximate length of the project is 4.2 miles. POSITIVE IMPACTS: By connecting I-65 and the Hendersonville bypass, the new highway would enhance route continuity and would improve local and regional accessibility. Traffic congestion on existing highways would be reduced, and safety in the transportation corridor would be improved. The project would also complement future planned growth and development in the area. NEGATIVE IMPACTS: The new highway would displace seven residences and six businesses and would reduce the amount of wildlife habitat. It also would introduce air and noise pollution to the area and would create a visual intrusion on isolated and residential areas. One historic site and one archaeological site could be affected. The project would cross the Mansker Creek floodplain. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850287, 191 pages, July 9, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-TN-EIS-03-D KW - Air Quality KW - Archaeological Sites Surveys KW - Floodplains KW - Highway Structures KW - Highways KW - Historic Sites Surveys KW - Noise KW - Relocations-Property Acquisitions KW - Transportation KW - Visual Resources KW - Wildlife Habitat KW - Wildlife Surveys KW - Tennessee KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36386317?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-09&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+STATE+ROUTE+386+FROM+I-65+TO+THE+HENDERSONVILLE+BYPASS+EAST+OF+CENTER+POINT+ROAD+IN+DAVIDSON+AND+SUMNER+COUNTIES%2C+TENNESSEE.&rft.title=PROPOSED+STATE+ROUTE+386+FROM+I-65+TO+THE+HENDERSONVILLE+BYPASS+EAST+OF+CENTER+POINT+ROAD+IN+DAVIDSON+AND+SUMNER+COUNTIES%2C+TENNESSEE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Nashville, Tennessee; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 9, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FEASIBILITY REPORT ON IMPROVEMENT OF THE FEDERAL DEEP-DRAFT NAVIGATION PROJECT, PASCAGOULA HARBOR, MISSISSIPPI. AN - 36394721; 338 AB - PURPOSE: Widening and deepening of Pascagoula Harbor, located at the mouth of the Pascagoula River in Jackson County, Mississippi, is proposed. The harbor is approximately 32 miles west of the entrance to Mobile Bay, Alabama and approximately 100 miles east of New Orleans, Louisiana. All channels in the Mississippi Sound would be deepened to 42 feet, and the entrance channel would be deepened to 44 feet. The Gulf leg of the entrance channel would be widened to 550 feet, and the Pass leg to 600 feet. The Bayou Casotte channel would be widened to 350 feet, and the improved channel would include a 1,150-foot turning basin just inside the mouth of the bayou. Bend widening would occur at two turns in Horn Island Pass, the intersection of the Pascagoula River and Bayou Casotte Channel, a turn at the upper end of the Pascagoula River leg, and a turn at the entrance to Bayou Casotte. The project would involve the disposal of 3.3 million cubic yards of new work and 34 million cubic yards of maintenance material during the project life of 50 years. A shallow-depth disposal site south of the eastern end of Horn Island would be used for new work and maintenance materials dredged from the entrance channel. The existing upland disposal sites would be used for containment of new and maintenance materials from the inner Pascagoula and Bayou Casotte harbors. Maintenance material from the Bayou Casotte turning basin would be disposed in the existing site at Greenwood Island. New work material from Bayou Casotte, upper and lower Pascagoula channels, and Bayou Casotte turning basin would be disposed in a presently undesignated site in the Gulf of Mexico. Maintenance materials from these channels would be placed in the existing sites at Singing River and Greenwood islands and existing open water disposal sites in Mississippi Sound. The project would cost $57.3 million, and the benefit-cost ratio is 4.1. POSITIVE IMPACTS: The project would improve the economic efficiency of moving commodities in and out of Pascagoula Harbor. Navigational safety would be improved. Removal of contaminated sediments would improve water quality of the channel areas. The aesthetic appeal of the Horn Island shoreline would be maintained. NEGATIVE IMPACTS: Deepening of the channels would remove all macrobenthos from the channel area. Widening of the Bayou Casotte Channel would convert approximately 55 acres of shallow bay bottoms to deeper channel bottoms. Disposal of dredged material in the Gulf of Mexico could cause short-term increases in turbidity and nutrient levels in the vicinity of the dump zone. Four acres of emergent wetlands would be lost and two archaeological sites would be destroyed on Greenwood Island. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0412D, Volume 8, Number 8. JF - EPA number: 850284, 2 volumes, July 5, 1985 PY - 1985 KW - Water KW - Agency number: COE SAM/PD-N-84/011 KW - Archaeological Sites KW - Channels KW - Cost Assessments KW - Disposal KW - Dredging KW - Harbors KW - Islands KW - Marine Systems KW - Navigation KW - Ocean Dumping KW - Rivers KW - Sediment Analyses KW - Water Quality KW - Waterways KW - Wetlands KW - Gulf of Mexico KW - Mississippi KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394721?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FEASIBILITY+REPORT+ON+IMPROVEMENT+OF+THE+FEDERAL+DEEP-DRAFT+NAVIGATION+PROJECT%2C+PASCAGOULA+HARBOR%2C+MISSISSIPPI.&rft.title=FEASIBILITY+REPORT+ON+IMPROVEMENT+OF+THE+FEDERAL+DEEP-DRAFT+NAVIGATION+PROJECT%2C+PASCAGOULA+HARBOR%2C+MISSISSIPPI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: July 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - N.H. ROUTE 101, TOWNS OF DUBLIN AND HARRISVILLE, CHESHIRE COUNTY, NEW HAMPSHIRE (DRAFT SUPPLEMENT TO DRAFT ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1982). AN - 36389438; 318 AB - PURPOSE: Improvement of 6.5 to 7.5 miles of New Hampshire Route 101 from a point in the vicinity of Chesham Road to a point in the vicinity of Bonds Corner in Cheshire County, New Hampshire is proposed. This supplement to the draft environmental impact statement of October 1982 addresses the impacts associated with the development of 3 new corridor alignments in addition to the 10 alignments originally proposed. If constructed within a new corridor, the roadway would consist of two travel lanes within a 300-foot-wide, limited access right-of-way. If constructed within the existing corridor, the highway would be a two-lane, controlled access facility within a right-of-way of widths varying between 100 and 200 feet. Regardless of the alignment chosen, climbing lanes would be provided for trucks where appropriate; the overall length of such truck lanes would range from 2.9 to 7.35 miles, depending on the alternative chosen. Estimated costs of the alternatives range from $6.7 million to $57.0 million. POSITIVE IMPACTS: Reconstruction of the highway on the existing alignment or construction of a new two-lane facility on a new alignment would provide a safe, modern replacement for a deteriorating roadway with insufficient pavement widths, poor passing characteristics, and excessive curvature and grade changes. NEGATIVE IMPACTS: Unless the highway was reconstructed within the existing corridor, the project would displace considerable forest land, vegetation acreage, and wetlands. In addition, construction on a new alignment would encroach on habitat for deer and, possibly, otter and bobcat. Rights-of-way requirements for a new alignment would also displace farmland, involve relocation of a stream channel, and require crossing of trails. One public beach, two private beaches, and other recreational resources, including a state forest and a ski area, could be adversely affected, and historic and/or archaeological sites could be damaged. Reconstruction on the existing location or construction on a new location could require relocation of residents, business establishments, and nonprofit organizations. Some neighborhoods could be affected by the highway project, and reconstruction of the existing highway would result in generation of noise levels in excess of Federal Highway Administration standards. The project would traverse one or more drainages. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 82-0831D, Volume 6, Number 12. JF - EPA number: 850281, 227 pages, July 1, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-NH-EIS-82-02-D (S) KW - Archaeological Sites KW - Beaches KW - Creeks KW - Farmlands KW - Forests KW - Highways KW - Historic Sites KW - Noise Standards Violations KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Section 106 Statements KW - Ski Areas KW - Trails KW - Transportation KW - Vegetation KW - Wetlands KW - Wildlife KW - New Hampshire KW - Department of Transportation Act of 1966, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389438?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=N.H.+ROUTE+101%2C+TOWNS+OF+DUBLIN+AND+HARRISVILLE%2C+CHESHIRE+COUNTY%2C+NEW+HAMPSHIRE+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1982%29.&rft.title=N.H.+ROUTE+101%2C+TOWNS+OF+DUBLIN+AND+HARRISVILLE%2C+CHESHIRE+COUNTY%2C+NEW+HAMPSHIRE+%28DRAFT+SUPPLEMENT+TO+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Concord, New Hampshire; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: July 1, 1985 N1 - Last updated - 2011-12-16 ER - TY - JOUR T1 - Biological Effects of Dredging in an Offshore Borrow Area AN - 19041086; 8810444 AB - Changes in benthic fauna were monitored following excavation of an offshore borrow area in the vicinity of Fort Pierce Inlet, Florida. Sampling stations were established along 2 transects located in the borrow area, 1 control transect north of the borrow area, and 1 control transect south of the borrow area. Results suggest that relatively larger reductions in abundance, but not number of species, of the benthic fauna occurred in the borrow area following dredging as compared with the controls. Therefore the decrease observed appears greater than can be accounted for on the basis of seasonal changes alone. Both parameters returned to pre-dredging levels in from 9-12 months. Species composition, however, was altered in the borrow area and had not returned to the pre-dredging composition after 12 months. It is probable that this species shift is not detrimental in that it resembles the species composition at other undisturbed locations in this region. (Author 's abstract) JF - Florida Scientist FLSCA Vol. 48, No. 3, p 166-188, Summer 1985. 7 fig, 6 tab, 11 ref. Army Corps of Engineers, Jacksonville Dist. Contract DACW17-80-C-0058. AU - Johnson, RO AU - Nelson, W G AD - Florida Inst. of Tech. Melbourne. Dept. of Oceanography and Ocean Engineering Y1 - 1985/07// PY - 1985 DA - Jul 1985 KW - Water Resources Abstracts KW - Dredging KW - Borrow pits KW - Benthic fauna KW - Coastal waters KW - Population density KW - Trenches KW - Marine sediments KW - Species diversity KW - Species composition KW - Ecosystems KW - Beach erosion KW - Florida KW - SW 2060:Effects on water of human nonwater activities KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19041086?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Biological+Effects+of+Dredging+in+an+Offshore+Borrow+Area&rft.au=Johnson%2C+RO%3BNelson%2C+W+G&rft.aulast=Johnson&rft.aufirst=RO&rft.date=1985-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - MANTEO (SHALLOWBAG) BAY PROJECT, DARE COUNTY, NORTH CAROLINA (FINAL SUPPLEMENT II TO THE FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF NOVEMBER 1980). AN - 36394053; 343 AB - PURPOSE: Implementation of a plan to provide a safe navigable channel from the Atlantic Ocean through Oregon Inlet to Roanoke Sound, North Carolina is proposed. Oregon Inlet is located 71 miles north of Ocracoke Inlet and 85 miles south of Cape Henry, North Carolina. The jetty designs described in the final supplement to the final environmental impact statement consisted of two parallel structures placed 2,500 feet apart, constructed over a three-year period. Since the original design was completed, Oregon Inlet has expanded to a width of 3,900 feet, and the ebb tide channel has migrated northward to a position coincident with the alignment of the north jetty, making construction there impractical. Accordingly, the jetty construction plan would be altered, and alignment and spacings would be made flexible to accommodate the inlet site conditions at the time of construction. The maximum spacing of the north jetty would be 5,000 feet from the south jetty. Improved flow control and navigability would be achieved by reducing this spacing as much as 2,500 feet. Construction would be staggered over five years to improve channel alignment by completing construction of the south jetty before initiation of the in-water construction of the north jetty. Ultimate jetty spacing would range from 2,500 to 5,000 feet, depending on the degree of channel migration caused by staggered construction. The variable jetty position and spacings would also necessitate flexibility in the location of construction staging areas. The storage area would be placed at the tie-in of the main jetty. The jetty design changes would also necessitate some changes in the sand bypassing system. The proposed feeder beaches for sand excavation would be 2,000 and 14,000 feet south of the jetty on the Pea Island side and between 2,000 and 18,000 feet north of the jetty on the Bodie Island side. POSITIVE IMPACTS: Jetty construction would provide a safe, navigable channel in Oregon Inlet. Improved navigation conditions would allow full development of the economic potential of the fisheries industry of northeastern North Carolina. NEGATIVE IMPACTS: If the jetties are placed at the maximum spacing of 5,000 feet, operation of dredging equipment and excavation of a large deep hole would occur within 900 feet of the Oregon Inlet Campground, disturbing camper activities and beach use. The jetty shore anchorage on Bodie Island would be less protective of the sand pit constituting the south end of Bodie Island; jetty and anchorage structures, however, would still provide more protection from erosion. LEGAL MANDATES: Archaeological and Historic Preservation Act of 1974 (16 U.S.C. 469), Estuary Protection Act of 1968 (16 U.S.C. 1221 et seq.), Executive Order 11988, Executive Order 11990, and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, the draft and final supplements to the final environmental impact statement, and draft supplement II to the final supplement to the final environmental impact statement, see 77-0744D, Volume 1, Number 7; 79-0750F, Volume 3, Number 7; 79-1384D, Volume 3, Number 12; 80-1079F, Volume 4, Number 12; and 84-04620D, Volume 8, Number 9, respectively. JF - EPA number: 850267, 160 pages, June 25, 1985 PY - 1985 KW - Water KW - Beaches KW - Breakwaters KW - Channels KW - Dredging KW - Endangered Species (Animals) KW - Erosion KW - Fisheries KW - Islands KW - Navigation KW - Recreation Resources KW - Sand KW - Section 404(b) Statements KW - Shores KW - Waterways KW - North Carolina KW - Archaeological and Historic Preservation Act of 1974, Compliance KW - Estuary Protection Act of 1968, Compliance KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - National Historic Preservation Act of 1966, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394053?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BAIROIL%2FDAKOTA+CARBON+DIOXIDE+PROJECTS%2C+MONTANA%2C+NORTH+DAKOTA%2C+SOUTH+DAKOTA%2C+AND+WYOMING.&rft.title=BAIROIL%2FDAKOTA+CARBON+DIOXIDE+PROJECTS%2C+MONTANA%2C+NORTH+DAKOTA%2C+SOUTH+DAKOTA%2C+AND+WYOMING.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Wilmington, North Carolina; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 25, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONFINED DISPOSAL FACILITY, GREEN BAY HARBOR, WISCONSIN. AN - 36396073; 331 AB - PURPOSE: Construction of a confined disposal facility (CDF) is proposed for backlog and maintenance materials dredged from the federal navigation project at Green Bay, Wisconsin. The preferred alternative would involve expansion of the existing 55-acre kidney-shaped island CDF located in the bay 800 feet east of the Fox River mouth and northeast of Bay Beach Park. Expansion would consist of constructing additional rubblemound dikes in a northerly direction to form a 100-acre kidney-shaped disposal area. The expanded island would have a design capacity of 3.7 million cubic yards, plus materials dredged during construction, and would have dike heights of 14 feet, giving it a stepped appearance. Construction and maintenance costs are estimated at $15.2 million. POSITIVE IMPACTS: A confined disposal facility in open water would contain the dredged material in an environmentally acceptable manner and would create wildlife habitat and possible recreation opportunities. The structure would be designed so as not to threaten Green Bay water quality or interfere significantly with existing circulation patterns. NEGATIVE IMPACTS: The project would eliminate 100 acres of Green Bay bottom-land and associated benthic and fish habitat. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1970 (P.L. 91-611). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 85-0034D, Volume 9, Number 1. JF - EPA number: 850263, 476 pages, June 21, 1985 PY - 1985 KW - Wastes KW - Cost Assessments KW - Dikes KW - Disposal KW - Dredging KW - Fisheries Surveys KW - Harbors KW - Hydraulic Assessments KW - Islands KW - Section 404(b) Statements KW - Sediment Analyses KW - Water Quality KW - Wildlife Habitat KW - Green Bay Harbor KW - Wisconsin KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396073?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-21&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONFINED+DISPOSAL+FACILITY%2C+GREEN+BAY+HARBOR%2C+WISCONSIN.&rft.title=CONFINED+DISPOSAL+FACILITY%2C+GREEN+BAY+HARBOR%2C+WISCONSIN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - INTERIM REPORT ON FLOOD PROTECTION FEASIBILITY FOR THE RAMAPO RIVER AT OAKLAND, NEW JERSEY. AN - 36393893; 340 AB - PURPOSE: A flood control plan is proposed for the Ramapo River in the township of Wayne and the borough of Pompton Lakes in Passaic County and in the borough of Oakland in Bergen County, New Jersey. The recommended plan would combine dam and channel modifications from the upper end of Pompton Lake to the NYS&W Railroad bridge. Dam modifications would include replacing the top five feet of the concrete dam with automatic spillway crest gates. Channel modifications would begin 8,500 feet above the dam. A 100-foot bottom-width earthen trapezoidal channel would follow the natural channel up past Doty Road, divert through the southern tip of Terrace Island, where it would leave the natural channel and follow the diversion route, narrowing to a 40-foot bottom-width trapezoidal channel before rejoining the natural Ramapo River alignment above the Hemlock Street Weir. Here the channel would become a 40-foot bottom-width trapezoidal channel that would continue to the upstream limit of the plan at the railroad bridge. Channel bottom and sides would be riprapped from approximately 1,000 feet upstream of Doty Road to the upstream terminus. The Hemlock Street Weir would be removed. Channel downcutting would be approximately 5 to 6 feet downstream of Doty Road, 15 feet in the bypass reach, and 6 feet from Hemlock Street to the railroad bridge. Estimated construction time is 24 months. Total first cost of the project is estimated at $6.5 million, and the benefit-cost ratio is 1.4. POSITIVE IMPACTS: The project would offer flood protection with a 40-year recurrence interval. The creation of four acres of emergent wetlands would offset the loss of four acres of wetlands in another area of the project. NEGATIVE IMPACTS: Construction activities would disrupt fish habitats, surface water quality, air quality, and recreational and aesthetic values. Groundwater levels would be lowered. Removal of the Hemlock Street Weir could disturb some archaeological remains. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0413D, Volume 8, Number 8. JF - EPA number: 850265, 2 volumes, June 21, 1985 PY - 1985 KW - Water KW - Air Quality KW - Archaeological Sites KW - Bank Protection KW - Channels KW - Cost Assessments KW - Dams KW - Diversion Structures KW - Dredging KW - Fish KW - Flood Control KW - Geologic Assessments KW - Hydrologic Assessments KW - Rivers KW - Section 404(b) Statements KW - Water Quality KW - Waterways KW - Wetlands KW - New Jersey KW - Ramapo River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Water Resources Development Act of 1976, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393893?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WEST+HAYDEN+ISLAND+MARINE+INDUSTRIAL+PARK%2C+PORTLAND%2C+OREGON.&rft.title=WEST+HAYDEN+ISLAND+MARINE+INDUSTRIAL+PARK%2C+PORTLAND%2C+OREGON.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL FOR NASSAU COUNTY (AMELIA ISLAND), FLORIDA. AN - 36385150; 335 AB - PURPOSE: Implementation of a beach erosion control project along 4.3 miles of shoreline on the southern portion of Amelia Island in Nassau County, Florida is proposed. The project would involve initial restoration of 3.6 miles of eroded beach, starting at a point 3,600 feet south of the south jetty and extending south to Sadler Road, sand tightening of approximately 1,500 feet of the shoreward end of the south jetty, and periodic nourishment of 4.3 miles of shoreline extending from the south jetty to the vicinity of Sadler Road. Initial restoration would require 1.1 million cubic yards of material, while periodic nourishment would use 240,000 cubic yards every two years. Beach fill material would be obtained from borrow area "L" of the navigation channel to Fernandina Harbor and Kings Bay. Initial cost of the project is estimated at $6.4 million, and the benefit-cost ratio is 1.4. POSITIVE IMPACTS: Beach nourishment and ancillary structures would reduce property damages resulting from storm tides and wave runup, reestablish a beach suitable for beach-oriented recreational needs, and allow development of a program for maintenance and stabilization of the beach, once established. NEGATIVE IMPACTS: Beach-fill activities would cause temporary disruption of the near-shore environment for recreational and commercial finfish and invertebrate species. Placement of beach fill could smother the eggs of endangered loggerhead turtles, and dredging equipment could kill individuals of the endangered West Indian Sea Manatee species. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstract of the draft and revised draft environmental impact statements, see 77-0749D, Volume 1, Number 7, and 84-0148D, Volume 8, Number 3, respectively. JF - EPA number: 850259, 280 pages, June 18, 1985 PY - 1985 KW - Water KW - Beaches KW - Breakwaters KW - Cost Assessments KW - Disposal KW - Dredging KW - Endangered Species (Animals) KW - Erosion Control KW - Flood Control KW - Hurricanes KW - Islands KW - Landfills KW - Marine Mammals KW - Navigation KW - Recreation Resources KW - Section 404(b) Statements KW - Shores KW - Socioeconomic Assessments KW - Amelia Island KW - Florida KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385150?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BEACH+EROSION+CONTROL+FOR+NASSAU+COUNTY+%28AMELIA+ISLAND%29%2C+FLORIDA.&rft.title=BEACH+EROSION+CONTROL+FOR+NASSAU+COUNTY+%28AMELIA+ISLAND%29%2C+FLORIDA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - U.S. HIGHWAY 65 BYPASS IN PINE BLUFF, JEFFERSON COUNTY, ARKANSAS. AN - 36388101; 313 AB - PURPOSE: Construction of an 11-mile U.S. 65 bypass in Pine Bluff, Jefferson County, Arkansas is proposed. The preferred alternative would begin below the U.S. 270/U.S. 65 interchange and proceed southeast to an interchange with Princeton Pike. From there the route would turn gradually south, pass to the east of the Department of Correction Facility, and continue to a planned interchange with State Highway (SH) 104. The route would cross Bayou Bartholomew north of the grade separation at Shannon Road, turn southeast, and parallel Bayou Bartholomew while staying south of the floodplain. After an interchange with U.S. 79, the alignment would continue in a southeasterly direction, cross the St. Louis/Southwestern rail lines, and proceed to interchanges with Old Warren Road, Hazel Street, and Olive Street (SH 15). The road then would gradually turn northeast, pass south of Byrd Lake, and cross Bayou Imbeau before arriving at a grade separation at Ohio St. Pike. The route would continue northeast to its eastern terminus at an interchange with U.S. 65/U.S. 65B. The new facility would consist of two 12-foot lanes in each direction, separated by a variable width median. The road would be constructed on new alignment on a right-of-way varying between 200 and 300 feet. Construction costs are estimated at $46.9 million, and rights-of-way acquisition costs are estimated at $2.3 million. POSITIVE IMPACTS: The new facility would be a major east-west arterial for southwestern, southern, and southeastern Pine Bluff and would provide direct highway connections with other major routes into the city. Safety on local streets would be improved as traffic congestion was reduced. NEGATIVE IMPACTS: The project would displace five residences and one business. The new road would encroach on Bayou Bartholomew Greenbelt and on floodplain areas and would convert more than 400 acres of land to rights-of-way uses, including up to 56 acres of wetlands. Some wildlife habitat would be lost, and noise levels in the study corridor would increase. Some archaeological sites could be disturbed. LEGAL MANDATES: Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C 4601). JF - EPA number: 850258, 376 pages, June 17, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-AR-EIS-85-01-D KW - Archaeological Sites KW - Farmlands KW - Floodplains KW - Highways KW - Noise KW - Open Space KW - Relocations-Property Acquisitions KW - Rivers KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - Arkansas KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388101?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=U.S.+HIGHWAY+65+BYPASS+IN+PINE+BLUFF%2C+JEFFERSON+COUNTY%2C+ARKANSAS.&rft.title=U.S.+HIGHWAY+65+BYPASS+IN+PINE+BLUFF%2C+JEFFERSON+COUNTY%2C+ARKANSAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Fort Worth, Texas; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: June 17, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONSTRUCTION OF AN EARTH FILL DAM AND RESERVOIR AT THE PROPOSED FRANK JACKSON STATE PARK, COVINGTON COUNTY, ALABAMA (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1983). AN - 36396134; 332 AB - PURPOSE: Construction of an earthfill dam on Lightwood Knot Creek in Covington County, Alabama is proposed to create a 1,086-acre reservoir that would be the focal area of the Frank Jackson State Park. The park, which would contain 2,225 acres, would be located near the city of Opp. The 3,000-foot-long, 26-foot-wide earthen dam, which would have a clay core and a concrete spillway, would create a reservoir fed principally by Pond and Lightwood creeks; the two creeks drain 47,272 acres. A 15-foot-wide service road would extend down the downstream face of the dam to a proposed 200-kilowatt hydroelectric station, which would provide electric power for the park. This supplement to the final environmental impact statement of July 1983 presents a re-analysis of the project need, a habitat evaluation of the project area, a mitigation plan, and updated information regarding water quality, project cost, socioeconomic data, and alternatives not previously addressed. Total estimated project cost is $4.9 million. POSITIVE IMPACTS: Creation of the reservoir and park would provide a recreational resource for residents of Alabama State Planning Districts 5, 6, 7, and 8, serving an estimated 227,000 persons within a 50-mile service area. Both urban and rural communities would be served. Land values surrounding the recreational resource, including land values in the town of Opp, would increase, and the potential for land development close to the park would be enhanced. NEGATIVE IMPACTS: The project would result in the loss of 2,225 acres of forestland and abandoned pasture, 680 acres of palustrine wetlands, 357 acres of forested floodplains, 3.8 miles of free-flowing stream, and wildlife habitat associated with these resources. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 83-0037D, Volume 7, Number 1, and 83-0485F, Volume 7, Number 9, respectively. JF - EPA number: 850250, 155 pages, June 14, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Creeks KW - Dams KW - Electric Power KW - Floodplains KW - Forests KW - Impact Assessment Methodology KW - Lakes KW - Parks KW - Recreation Resources KW - Reservoirs KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Wetlands KW - Wildlife Habitat KW - Alabama KW - Frank Jackson State Park KW - Lightwood Knot Creek KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396134?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=THE+DESIGNATION+OF+A+DEEP+OCEAN+DISPOSAL+SITE+NEAR+JOHNSTON+ATOLL+FOR+BRINE+AND+SOLID+WASTE.&rft.title=THE+DESIGNATION+OF+A+DEEP+OCEAN+DISPOSAL+SITE+NEAR+JOHNSTON+ATOLL+FOR+BRINE+AND+SOLID+WASTE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: June 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - I-59/U.S. 84, LAUREL BYPASS, JONES COUNTY, MISSISSIPPI. AN - 36396069; 316 AB - PURPOSE: Relocation of Interstate 59 (I-59) and U.S. 84 to bypass the city of Laurel in Jones County, Mississippi is proposed. Under the preferred alignment, I-59 would begin at or near the Ellisville Boulevard interchange and travel northeast on new location along the east side of Laurel and Tallahaga Creek, crossing Mississippi State Route 15 (MS 15) approximately one mile south of the creek. The new facility would continue north, crossing U.S. 84 west of Powers School and intersecting existing I-59 approximately one mile north of the U.S. 11 interchange in north Laurel. The I-59 segment would be constructed as a four-lane facility. The U.S. 84 segment would begin at MS 29 and travel east, parallel to the existing two-lane U.S. 84 to Calhoun. From there, U.S. 84 would turn southeast on new location, connecting I-59 at or near the MS 15 intersection, then travel north coincident with existing I-59 to the existing U.S. 84 intersection, turn east parallel to existing U.S. 84 for approximately three-quarters of a mile, and then continue easterly on new location to near Cleo. The U.S. 84 segment would be constructed as a two-lane facility where it ran parallel to the existing two-lane U.S. 84 and as a four-lane facility where it ran on new location. Total cost of the project is $79.3 million. POSITIVE IMPACTS: A northern bypass of Laurel would improve circulation in the area of the expanding city and would reduce traffic congestion within the urban area. NEGATIVE IMPACTS: The preferred alternative would displace 94 families, 17 businesses, 2 farms, and 4 nonprofit organizations. Federal noise standards would be exceeded at 12 sites along U.S. 84 and at 25 sites along I-59. Some minor wetland losses would occur. LEGAL MANDATES: Executive Order 11990; Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Noise Control Act of 1972 (42 U.S.C. 4901 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 79-1310D, Volume 3, Number 12. JF - EPA number: 850252, 169 pages, June 14, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MS-EIS-79-01-F KW - Bridges KW - Cultural Resources Surveys KW - Farmlands KW - Floodplains KW - Highways KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Transportation KW - Wetlands KW - Mississippi KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Noise Control Act of 1972, Standards KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396069?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=I-59%2FU.S.+84%2C+LAUREL+BYPASS%2C+JONES+COUNTY%2C+MISSISSIPPI.&rft.title=I-59%2FU.S.+84%2C+LAUREL+BYPASS%2C+JONES+COUNTY%2C+MISSISSIPPI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Jackson, Mississippi; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GLOUCESTER COUNTY'S WATER SUPPLY RESERVOIR ON BEAVERDAM SWAMP, VIRGINIA. AN - 36394091; 344 AB - PURPOSE: The county of Gloucester, Virginia proposes to develop a surface water supply for their potable water system by damming a portion of Beaverdam Swamp and a freshwater stream and creating a 768-acre impoundment located approximately 5,300 feet upstream from the Route 616 and Beaverdam Swamp intersection, just north of Gloucester. The proposed project would include construction of an earth-fill dam 1,900 feet long, 14 feet wide at the crest, 326 feet wide at the base, and 39 feet high, rising from an elevation of 15 feet above mean sea level (MSL) to 54 feet above MSL; construction of a water purification facility and transmission lines from the impoundment to existing transmission mains; and dredging of approximately 5,500 cubic yards of material from the dam site for a cutoff trench that would be constructed for observation of underlying conditions and that would penetrate 10 feet below present grade. Two spillways would be built: a conduit-type principal spillway would be built through the east abutment of the dam, and an emergency overflow spillway would be built through the west abutment. At least 1.55 cubic feet per second or 1.0 million gallons of water would pass downstream of the dam constantly. Estimated development costs for the reservoir total $4.2 million. Final design and construction are planned for 1991 to 1992. POSITIVE IMPACTS: The Beaverdam Swamp Project would supply high-quality potable water to Gloucester County and would allow local officials to reduce the county's reliance on a single water source, a system composed entirely of wells supplying water with high levels of sodium, fluoride, and chloride. The current system is highly stressed during drought periods. A reservoir would be created, thereby increasing the number of boating and fisherman days for freshwater sport fishing and increasing the property value for residences close to the reservoir. Aquatic wildlife habitat would greatly increase for ducks, geese, birds, and fish. NEGATIVE IMPACTS: One weekend cabin would have to be abandoned or relocated. Two hundred acres of agricultural land would be lost to inundation, taken for buffer zone, or excavated and used for dam embankment. Clearing the floodplain of trees and understory, excavating fill from borrow sites, and actual dam construction would expose much of the project area to significant erosion, which the county plans to mitigate as much as possible. Permanent flooding will occur on 330 acres of upland forest, 330 acres of wetlands, and 56 acres of agricultural land, turning the land into 105 acres of open water and 162 acres of wetlands. Most of the area reptiles, amphibians, and small mammals would be lost in a loss of land wildlife habitat. Beaverdam's average annual stream flow would decrease 30 percent. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0315D, Volume 8, Number 6. JF - EPA number: 850251, 2 volumes, June 14, 1985 PY - 1985 KW - Water KW - Birds KW - Chemicals KW - Dams KW - Erosion KW - Flood Control KW - Floodplains KW - Landfills KW - Marine Mammals KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Reservoirs KW - Socioeconomic Assessments KW - Transmission Lines KW - Water (Potable) KW - Water Quality KW - Water Supply KW - Wells KW - Wetlands KW - Wildlife Habitat KW - Virginia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394091?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-09-27&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PHASE+I+GENERAL+DESIGN+MEMORANDUM+ON+THE+SANTA+ANA+RIVER+MAIN+STEM%2C+INCLUDING+SANTIAGO+CREEK%2C+CALIFORNIA+%28UPPER+SANTA+ANA+RIVER+FLOOD+STORAGE+ALTERNATIVES+SUPPLEMENT%29.&rft.title=PHASE+I+GENERAL+DESIGN+MEMORANDUM+ON+THE+SANTA+ANA+RIVER+MAIN+STEM%2C+INCLUDING+SANTIAGO+CREEK%2C+CALIFORNIA+%28UPPER+SANTA+ANA+RIVER+FLOOD+STORAGE+ALTERNATIVES+SUPPLEMENT%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Norfolk, Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PACIFIC TEXAS PIPELINE PROJECT, CALIFORNIA, ARIZONA, NEW MEXICO, AND TEXAS. AN - 36392209; 299 AB - PURPOSE: Construction of a 1,030-mile-long, 42-inch diameter buried oil pipeline from Los Angeles, California to Midland, Texas is proposed. The pipeline would begin at a terminal storage facility on a landfill island to be constructed in the port of Los Angeles. A channel and turning basin would be dredged to 75 feet below mean lower low water, and the dredged material would be used to construct the 115-acre island. The pipeline would proceed east, approximately paralleling Interstate 10 to Blythe, California. From Blythe the pipeline would continue east, crossing the Colorado River and traveling north of the Kofa National Wildlife Refuge, parallel to and in a common utility corridor with an existing natural gas line through Arizona and New Mexico to Pine Springs, Texas. From Pine Springs the line would continue to parallel natural gas pipelines, proceeding northeasterly, reentering New Mexico, and then traveling due east to a receiving terminal at Midland, Texas. The project also would involve construction of a 70-acre tank farm in the port of Los Angeles, a 100-acre tank farm in Midland, and 11 pumping stations. POSITIVE IMPACTS: The pipeline would transport up to 900,000 barrels per day of surplus Alaska North Slope, California outer continental shelf, and Pacific rim crude oil from the west coast to existing crude oil networks that service refineries in the midwest and on the Gulf coast. Pipeline transmission within the United States would be more reliable and more efficient than existing service by ships through the Panama Canal or by pipeline through Panama. NEGATIVE IMPACTS: Construction of the landfill island would destroy benthic habitat and temporarily would disrupt foraging areas of the endangered California least tern. The island would be located in an area of potential seismic activity, raising safety and oil spill issues. The pipeline would cross environmentally sensitive areas, including the Coachella Valley fringe-toed lizard critical habitat and the Muleshoe Nature Preserve. The crossing of rivers and streams would create temporary construction impacts and a potential for oil spills into these waters. Major oil spills could contaminate sensitive groundwater basins. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850254, 889 pages, June 14, 1985 PY - 1985 KW - Energy KW - Agency number: DES 85-32 KW - Biologic Surveys KW - Dredging KW - Endangered Species (Animals) KW - Harbors KW - Landfills KW - Marine Systems KW - Natural Gas KW - Noise Assessments KW - Oil Spills KW - Petroleum KW - Pipelines KW - Pumping Plants KW - Refineries KW - Water Quality KW - Wildlife Habitat KW - Wildlife Surveys KW - Arizona KW - California KW - New Mexico KW - Texas KW - Endangered Species Act of 1973, Animals KW - Federal Water Pollution Control Act of 1972, NPDES Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392209?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PACIFIC+TEXAS+PIPELINE+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.title=PROPOSED+PACIFIC+TEXAS+PIPELINE+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Land Management, Riverside, California; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: June 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SAW MILL RIVER BASIN, ELMSFORD AND GREENBURGH, WESTCHESTER COUNTY, NEW YORK (DRAFT REPORT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF APRIL 1976). AN - 36382697; 342 AB - PURPOSE: A flood control project on the Saw Mill River in the village of Elmsford and town of Greenburgh, Westchester County, New York is proposed. This draft supplement to the final environmental impact statement of September 1974 presents a reformulated protection plan based on the assumption that the Ardsley, Nepara Park/Yonkers, and Yonkers tie-in proposed project are in place or under construction. The preferred alternative would involve construction of a 10-foot wide diversion channel south of the Saw Mill River Parkway. The channel would be approximately 1,788 feet long with 1 on 3 side slopes and would divert water from flowing under the two parkway bridges. The main channel of the Saw Mill River, located on the north side of the parkway, would be dredged to a width of 20 feet, with 1 on 3 side slopes. From the point where the diversion channel joins the main channel of the river to station +13+20, the river would have a channel width of 20 feet with 1 on 3 side slopes. From station +13+20 to station +93+15, the river would have a channel width of 20 feet with 1 on 2 side slopes. The project also would involve removal of the Worthington Station Bridge and three Conrail bridges. Estimated total first cost of the project is $5.6 million, based on 1983 price levels. The benefit-cost ratio is 1.29. POSITIVE IMPACTS: The project would reduce economic, social, and environmental losses from flooding along the Saw Mill River in the village of Elmsford, and would contribute to the preservation of the river and its existing fish and wildlife habitats. The integrity of the local economy would be maintained, and recreational and aesthetic features of the region would be enhanced. NEGATIVE IMPACTS: Project construction would eliminate or disturb terrestrial and aquatic resources, including a two-acre wetland area south of station 0+00. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). PRIOR REFERENCES: For the abstract of the final environmental impact statement, see 76-4609F, EIS Cumulative 1970-1976, Volume 1. JF - EPA number: 850245, 194 pages, June 13, 1985 PY - 1985 KW - Water KW - Bridges KW - Channels KW - Dredging KW - Fisheries KW - Flood Protection KW - Marine Systems KW - Rivers KW - Section 404(b) Statements KW - Sediment Analyses KW - Wetlands KW - Wildlife Habitat KW - New York KW - Saw Mill River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382697?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SAW+MILL+RIVER+BASIN%2C+ELMSFORD+AND+GREENBURGH%2C+WESTCHESTER+COUNTY%2C+NEW+YORK+%28DRAFT+REPORT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1976%29.&rft.title=SAW+MILL+RIVER+BASIN%2C+ELMSFORD+AND+GREENBURGH%2C+WESTCHESTER+COUNTY%2C+NEW+YORK+%28DRAFT+REPORT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: June 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NORFOLK HARBOR AND CHANNELS, VIRGINIA: DEEPENING AND DISPOSAL (DAM NECK OCEAN DISPOSAL SITE) (FINAL SUPPLEMENT I TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1980). AN - 36397103; 294 AB - PURPOSE: Improvement of deep-water channels and anchorages in Hampton Roads, provision of additional improved anchorage areas in and adjacent to Norfolk Harbor, and disposal of dredged material taken from Hampton Roads are proposed as part of the developmental scheme for the Hampton Roads port complex in Virginia. Channel improvements would include deepening of portions of the 45-foot channel to 55 feet, deepening of a portion of the 40-foot channel to 45 feet, and deepening of a portion of the 35-foot channel to 40-feet. A new Atlantic Ocean channel with a depth of 57 feet and a width of 1,000 feet would be dredged offshore of Virginia Beach. This final supplement to the final environmental impact statement of July 1980 notes that the originally proposed three sets of fixed mooring anchorages would be replaced with a single circular anchorage, 55-feet deep with a 1,400-foot radius, in naturally deep water near Hampton and that one anchorage at Sewell's Point would be improved by increasing its radius from 1,200 feet to 1,400 feet while maintaining its depth of 45 feet. The supplement specifically addresses the use of Dam Neck as a disposal site for dredged material to replace the disputed Suffolk disposal site. Under the new plan, dredged material from Thimble Shoal channel, Cape Henry Channel, and the new Atlantic Ocean channel would be disposed of in the open ocean Dam Neck site, located 3.5 miles offshore of Virginia Beach. POSITIVE IMPACTS: The project would enhance the navigational quality of the port complex. Use of the Dam Neck disposal site would eliminate the extremely adverse consequences associated with use of the Suffolk site. The new site would allow disposal of up to 70 million cubic yards of uncontaminated sediments from the proposed channel dredgings. NEGATIVE IMPACTS: Dredging and disposal would cause temporary turbidity and destroy benthos, and the deepened channels could alter estuarine circulation in the lower Chesapeake Bay and Hampton Roads and increase salinity in the lower James River, allowing predators to invade oyster seed beds. Effective use of the Dam Neck disposal site would require enlargement from its current dimensions of 5,000 feet by 22,000 feet to 6,000 feet by 30,000 feet. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements and the draft supplement to the final statement, see 80-0276D, Volume 4, Number 3; 81-0402F, Volume 5, Number 5; and 85-0049D, Volume 9, Number 1, respectively. JF - EPA number: 850232, 384 pages, June 4, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Channels KW - Dredging KW - Estuaries KW - Harbor Structures KW - Harbors KW - Marine Surveys KW - Navigation KW - Section 404(b) Statements KW - Ocean Dumping KW - Sediment Analyses KW - Shellfish KW - Water Quality KW - Waterways KW - Virginia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - Public Works Appropriations, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397103?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NORFOLK+HARBOR+AND+CHANNELS%2C+VIRGINIA%3A+DEEPENING+AND+DISPOSAL+%28DAM+NECK+OCEAN+DISPOSAL+SITE%29+%28FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.title=NORFOLK+HARBOR+AND+CHANNELS%2C+VIRGINIA%3A+DEEPENING+AND+DISPOSAL+%28DAM+NECK+OCEAN+DISPOSAL+SITE%29+%28FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Norfolk, Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED IMPROVEMENTS OF LOGAN STREET/DEWITT ROAD FROM KALAMAZOO STREET IN LANSING TO PROPOSED I-69 IN DEWITT TOWNSHIP, MICHIGAN. AN - 36388049; 278 AB - PURPOSE: Reconstruction of six miles of the Logan Street/DeWitt Road corridor from Kalamazoo Street in Lansing, Michigan to the proposed Interstate 69 (I-69) in DeWitt Township, Clinton and Ingham counties, is proposed. The new roadway would follow the existing Logan Street alignment to the Grand River and then follow an entirely new alignment from the river to I-69. From Kalamazoo Street to the Grand River, the facility would consist of three 12-foot lanes on either side of a 60-foot median. From the river to I-69, the facility would be a four-lane divided highway. A new bridge would be built across the Grand River to accommodate southbound traffic. Other project features would include bicycle paths on both sides of the street, bus turnouts, pedestrian crossings, noise abatement structures, sidewalks, curbs and gutters, trees, and a grade-separation structure at a railroad crossing. The present Jones Lake Park would be consolidated with additional land made available from remnant parcels of acquired rights-of-way. The project would be completed by 1990. POSITIVE IMPACTS: Traffic circulation along Logan Street/DeWitt Road would be improved as the result of a more adequate level of service, expanded intersection capacity, increased safety, provisions for alternate modes of transportation, and elimination of road and rail conflicts. A fast, safe, and efficient transportation link between I-496 and I-69 would be provided. Development of key areas adjacent to the roadway and areas with presently limited accessibility would be stimulated. The addition of a green belt in the median, wider set-backs, and vegetation would improve the visual quality of the corridor. Approximately 1,500 jobs would be generated by construction of the proposed facility. The recreation potential for Jones Lake Park would be enhanced. The short-term reduction in local tax revenues would be recaptured in value added to remaining properties. NEGATIVE IMPACTS: The project would require the acquisition of 308 residential units, 11 commercial establishments, and 36.8 acres of agriculturally zoned land. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 77-1024D, Volume 1, Number 10. JF - EPA number: 850231, 276 pages, June 4, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-Mich.-EIS-77-03-F KW - Air Quality Assessments KW - Bridges KW - Employment KW - Farmlands KW - Highways KW - Noise Assessments KW - Parks KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Roads KW - Section 4(f) Statements KW - Traffic Analyses KW - Trails KW - Transportation KW - Visual Resources KW - Michigan KW - Department of Transportation Act of 1966, Parks KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388049?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-06-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+IMPROVEMENTS+OF+LOGAN+STREET%2FDEWITT+ROAD+FROM+KALAMAZOO+STREET+IN+LANSING+TO+PROPOSED+I-69+IN+DEWITT+TOWNSHIP%2C+MICHIGAN.&rft.title=PROPOSED+IMPROVEMENTS+OF+LOGAN+STREET%2FDEWITT+ROAD+FROM+KALAMAZOO+STREET+IN+LANSING+TO+PROPOSED+I-69+IN+DEWITT+TOWNSHIP%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Stochastic Analysis of Drought Phenomena AN - 19460227; 7890414 AB - Droughts are caused by both hydrologic and socioeconomic components. This document concentrates on stochastic models of streamflow as the hydrologic component of drought. Stochastic models of drought are presented to the water resource engineer as an extension of the more commonly understood flood frequency analysis. The extension can be made because flood frequency analysis utilizes stochastic models of independent random variables whereas drought analysis utilizes stochastic models of dependent random variables. There are many different stochastic models that have been implemented to describe dependent random variables. A comparison of these models indicates that simple ones, such as the autoregressive model, are adequate for the water resource engineer's needs. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Goldman, D Y1 - 1985/06// PY - 1985 DA - June 1985 SP - 154 KW - Meteorological & Geoastrophysical Abstracts; Water Resources Abstracts KW - Stochastic methods in water resources management KW - Training KW - Stochastic models in hydrology KW - Streamflow KW - Drought KW - Stochastic methods in hydrology KW - Hydrologic Models KW - Stochastic models KW - Flood frequency analysis KW - Flood Frequency KW - Water Resources KW - Drought analysis KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460227?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Schamber%3BMacArthur%2C+R+C&rft.aulast=Schamber&rft.aufirst=&rft.date=1985-10-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=One-Dimensional+Model+for+Mud+Flows&rft.title=One-Dimensional+Model+for+Mud+Flows&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - A Tutorial on Creating a Grid Cell Land Cover Data File from Remote Sensing Data AN - 19457369; 7891118 AB - This document describes the procedures involved in linking a remote sensing system and a spatial data management system. Specifically, it identifies and describes a sequence of steps fro the classification of LANDSAT multi-spectral scanner (MSS) data and the creation of a grid cell land cover data file. The resulting grid cell file can be merged into a Hydrologic Engineering Center (HEC) Spatial Analysis Methodology (SAM) spatial database. The procedures are also applicable to remote sensing data acquired from other sensor systems. The presentation is intended for those who are familiar with the SAM system and the characteristics and potential of remote sensor image data. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, GE AU - Meyer, DI AU - Algazi, V R Y1 - 1985/06// PY - 1985 DA - June 1985 SP - 80 KW - Water Resources Abstracts KW - Remote Sensing KW - Databases KW - Engineering KW - Sensors KW - Classification KW - Training KW - SW 5040:Data acquisition UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19457369?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+GE%3BMeyer%2C+DI%3BAlgazi%2C+V+R&rft.aulast=Ford&rft.aufirst=GE&rft.date=1985-06-01&rft.volume=&rft.issue=&rft.spage=80&rft.isbn=&rft.btitle=A+Tutorial+on+Creating+a+Grid+Cell+Land+Cover+Data+File+from+Remote+Sensing+Data&rft.title=A+Tutorial+on+Creating+a+Grid+Cell+Land+Cover+Data+File+from+Remote+Sensing+Data&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - GREAT LAKES CONNECTING CHANNELS AND HARBORS. AN - 36395472; 287 AB - PURPOSE: Dredging of 440,000 cubic yards of material from the upper St. Marys River and 1.0 million cubic yards of material from Duluth-Superior Harbor, Minnesota and Wisconsin is proposed. The river and the harbor would be deepened to a maximum safe draft of 26.5 feet low water datum. Material dredged from the river would be disposed of at the Mission Disposal area, while material dredged from the harbor would be disposed of at the Itasca upland site and the 21st Avenue and Hearding Holes. Estimated first cost of the project is $11.1 million, and the benefit-cost ratio is 14.8. POSITIVE IMPACTS: Commercial shipping through the Great Lakes and their connecting waterways would be improved by allowing vessels to take greater advantage of naturally occurring high-water levels. NEGATIVE IMPACTS: Dredging activities would increase the turbidity of the water and would disturb benthic habitat in the short term. An increase in vessel draft would result in increased ship-induced bow and stern waves, drawdowns and surge, and propeller-induced sediment disturbances. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850228, 617 pages, May 30, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Cost Assessments KW - Disposal KW - Dredging KW - Fisheries KW - Harbors KW - Marine Systems KW - Navigation KW - Rivers KW - Section 404(b) Statements KW - Sediment KW - Ships KW - Water Quality KW - Great Lakes KW - Minnesota KW - St. Marys River KW - Wisconsin KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395472?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Schoellhamer%2C+D+H%3BPeters%2C+J+C%3BLarock%2C+B+E&rft.aulast=Schoellhamer&rft.aufirst=D&rft.date=1985-10-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=Subdivision+Froude+Number&rft.title=Subdivision+Froude+Number&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 30, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FLOOD CONTROL, STATE ROAD AND EBNER COULEES, LA CROSSE, WISCONSIN (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1981). AN - 36382443; 295 AB - PURPOSE: This draft supplement to the final environmental impact statement of September 1981 addresses modifications to the original flood control plan. The channel alignment at Hagen Road would be straightened for a distance of 400 feet to improve hydraulic flow, and the sharpness of the channel curve upstream of Ward Avenue would be reduced to improve hydraulic flow and to reduce costs. The trapezoidal channel in the vicinity of Broadway Place would be replaced with a concrete U-shaped channel. The terminal structure would be tipped slightly to the east and would include a flared outlet. The permanent sedimentation pond feature would be eliminated, but during construction the terminus structure would be operated temporarily as a sedimentation pond. Portions of lower Pammel Creek would be riprapped, and approximately two acres of floodplain forest would be cleared for an overflow area to provide adequate slope for drainage. Following removal of the earth obstruction, the overflow area would be revegetated. Estimated cost of the entire project is $3.1 million, and the benefit-cost ratio is 1.16. POSITIVE IMPACTS: The channelization project would permit residential and commercial use of the floodplain, which would have been used for agricultural purposes or remained vacant without the project. Project modifications would improve hydraulic flow, reduce costs, and protect a recently identified significant archaeological site. NEGATIVE IMPACTS: Approximately three acres of floodplain vegetation would be removed, and the composition of riparian species within the channel would be altered. The configuration of the channel as it passed through adjacent wetlands would be changed. The turbidity and associated sediment load of coulee water as it discharged into the Mississippi River would increase during the construction period. LEGAL MANDATES: Executive Order 11988, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Flood Control Act of 1968 (82 Stat. 431). PRIOR REFERENCES: For the abstracts of the draft and final EISs, see 81-0566D, Volume 5, Number 7, and 82-0212F, Volume 6, Number 3, respectively. JF - EPA number: 850222, 519 pages, May 29, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Bridges KW - Cost Assessments KW - Creeks KW - Flood Control KW - Floodplains KW - Geologic Surveys KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Recreation Resources Surveys KW - Sediment KW - Socioeconomic Assessments KW - Vegetation KW - Visual Resources Surveys KW - Waterways KW - Ebner Coulee KW - State Road Coulee KW - Wisconsin KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1968, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382443?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FLOOD+CONTROL%2C+STATE+ROAD+AND+EBNER+COULEES%2C+LA+CROSSE%2C+WISCONSIN+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1981%29.&rft.title=FLOOD+CONTROL%2C+STATE+ROAD+AND+EBNER+COULEES%2C+LA+CROSSE%2C+WISCONSIN+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1981%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 29, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LIMESTONE CREEK, MANLIUS, NEW YORK: SECTION 205 FLOOD CONTROL STUDY. AN - 36393322; 291 AB - PURPOSE: Flood control measures are proposed for Limestone Creek and the West Branch of Limestone Creek in the village of Manlius, New York. The preferred alternative would involve excavation of the natural channel, excavation of a 1,315-foot long diversion behind Tyler Court, construction of a floodwall at Production Products, and the installation of a fabric-formed concrete lining in the diversion and the natural channel above and below the diversion. Riprap would be placed in the natural channel to stabilize the side slopes and to create a diverse habitat for trout. Tributary 9 would be rerouted to flow into the riprapped channel, and a two-foot high weir would be constructed across the upstream end of the diversion. A hydraulic jump would be induced near the lower end of the diversion to reduce velocities and to raise the water surface elevation. The confluence of the riprapped channel, the diversion, and the West Branch would be reinforced with fabric-formed concrete lining. The lining would extend 200 feet up the riprapped channel and West Branch. Transition zones at the upstream and downstream ends of all improved channels would be lined with riprap. The project also would involve construction of a new Route 173 bridge over the Main Branch. Total first cost of the project is estimated at $40.0 million, and the benefit-cost ratio is 1.5. POSITIVE IMPACTS: Flood damage reduction would preserve the economic and social well-being of the community. Protection of production products would ensure that the company could operate at nearly full capacity without interruption. The placement of riprap and other stabilization measures would preserve the status of Limestone Creek as one of the top 50 trout streams in the state. NEGATIVE IMPACTS: The project would require the acquisition of 12 acres of land and the relocation of one residence adjacent to the main branch. Construction activities would create temporary disturbances in air and water quality and would disrupt fisheries, riparian, and wildlife habitat. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) Flood Control Act of 1948 (33 U.S.C. 701s), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850218, 468 pages, May 28, 1985 PY - 1985 KW - Water KW - Air Quality KW - Bank Protection KW - Bridges KW - Channels KW - Cost Assessments KW - Creeks KW - Diversion Structures KW - Dredging KW - Employment KW - Fisheries KW - Flood Control KW - Hydraulic Assessments KW - Land Acquisitions KW - Marine Systems KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Water Quality KW - Weirs KW - Wildlife Habitat KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393322?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LIMESTONE+CREEK%2C+MANLIUS%2C+NEW+YORK%3A+SECTION+205+FLOOD+CONTROL+STUDY.&rft.title=LIMESTONE+CREEK%2C+MANLIUS%2C+NEW+YORK%3A+SECTION+205+FLOOD+CONTROL+STUDY.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FLOOD CONTROL ON THE SAW MILL RIVER AT NEPERA PARK, YONKERS, NEW YORK. AN - 36382419; 292 AB - PURPOSE: A flood control project is proposed for the Saw Mill River basin at Nepera Park, in the city of Yonkers, Westchester County, New York. Channel modifications would occur from a point 1,000 feet north of the old Nepperhan Avenue bridge and continue upstream 8,400 feet to a point near the former Tompkins Avenue bridge. The trapezoidally shaped channel would have a 10-foot bottom width with 1.0 to 2.5 side slopes. In almost all reaches, channel excavations would occur within the existing channel, eliminating overbank excavation. The downstream section would tie in to the existing flood control project at Yonkers. The project also would involve placement of a crushed-stone blanket in all areas not covered by riprap, replacement of the present water works weir, capping of existing Yonkers project flume walls from an average of one-half foot to two feet in height for a total distance of 1,000 feet, and addition of 10 automatic drainage gates throughout the Yonkers project limits on presently ungated drop inlets. Total first cost of the project is estimated at $1.2 million, and the benefit-cost ratio is 3.3. POSITIVE IMPACTS: The project would reduce economic, social, and environmental losses from flooding along the Saw Mill River in the city of Yonkers and would help preserve the river's fish and wildlife habitats. NEGATIVE IMPACTS: Construction activities temporarily would degrade air, water, and visual qualities and increase noise levels. Fisheries, benthos, and wildlife habitats would be disturbed. Flooding problems downstream of the project could be exacerbated. LEGAL MANDATES: Executive Order 11988, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Flood Control Act of 1948, as amended (33 U.S.C. 701s). JF - EPA number: 850220, 109 pages, May 28, 1985 PY - 1985 KW - Water KW - Air Quality KW - Bank Protection KW - Channels KW - Cost Assessments KW - Drainage KW - Dredging KW - Fisheries KW - Flood Control KW - Floodplains KW - Marine Systems KW - Noise KW - Rivers KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Visual Resources KW - Water Quality KW - Weirs KW - Wildlife Habitat KW - Saw Mill River KW - New York KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382419?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=KEWEENAW+WATERWAY+CONFINED+DISPOSAL+FACILITY%2C+HOUGHTON+COUNTY%2C+MICHIGAN.&rft.title=KEWEENAW+WATERWAY+CONFINED+DISPOSAL+FACILITY%2C+HOUGHTON+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - EXISTING AND PROPOSED PHOSPHATE MINING OPERATIONS, OCCIDENTAL CHEMICAL AGRICULTURAL PRODUCTS, INC., HAMILTON COUNTY, FLORIDA. AN - 36389283; 254 AB - PURPOSE: Issuance of a dredge and fill permit to Occidental Chemical Agricultural Products, Inc. to continue its phosphate mining operations in Hamilton County, Florida is proposed. The project area consists of approximately 100,000 acres, of which 25,000 acres are wetlands. Four alternatives are under consideration. The first alternative would prohibit mining in wetlands but allow mining to continue in accessible upland areas. The second alternative would permit mining in all wetlands containing phosphate reserves, an area of approximately 9,265 acres. The third alternative would permit mining only in small isolated or weakly connected wetlands containing reserves, an area of approximately 2,450 acres. The fourth alternative would allow mining in those areas that require no permit other than a Section 404 permit, an area of 8,600 acres. Uplands would continue to be mined under all alternatives. POSITIVE IMPACTS: Continued mining in the area would provide significant continued employment and sustain the applicant's economic contributions to the long-term economic growth of Hamilton, Columbia, and Suwannee counties and to the state for more than 20 years. After mining is completed, the restored wetlands would have greater cultural value and be more efficient in hydrological support, flood storage, and water purification. NEGATIVE IMPACTS: During mining operations and until restoration was completed, some wetland functions would be reduced or lost for varying lengths of time. Some biological resources would be lost, and some shifts in flora and fauna diversity would occur. Drainage basin boundaries of Suwannee River tributaries would be altered during mining operations. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850214, 6 volumes, May 22, 1985 PY - 1985 KW - Land Use KW - Archaeological Sites Surveys KW - Biologic Surveys KW - Employment KW - Floodplains KW - Mining KW - Phosphates KW - Radiation KW - Reclamation KW - Rivers KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Water Resources Surveys KW - Wetlands KW - Florida KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389283?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=EXISTING+AND+PROPOSED+PHOSPHATE+MINING+OPERATIONS%2C+OCCIDENTAL+CHEMICAL+AGRICULTURAL+PRODUCTS%2C+INC.%2C+HAMILTON+COUNTY%2C+FLORIDA.&rft.title=EXISTING+AND+PROPOSED+PHOSPHATE+MINING+OPERATIONS%2C+OCCIDENTAL+CHEMICAL+AGRICULTURAL+PRODUCTS%2C+INC.%2C+HAMILTON+COUNTY%2C+FLORIDA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL PROJECTS FOR PALM BEACH COUNTY, FLORIDA. AN - 36392070; 286 AB - PURPOSE: The construction of a protective and recreational beach along 11.3 miles of shoreline located within Palm Beach County, Florida is proposed. Under the preferred alternative, beach restoration would occur along the seven reaches of Tequesta (Reach 1), Jupiter (Reach 3A), Palm Beach (Reaches 5A and 6), Ocean Ridge (Reach 8), Delray Beach (Reach 9), and North Boca Raton (Reach 10). The restored beach for each reach would be of such dimensions as required to dissipate wave energy seaward of upland property, but existing natural profiles suggest that a berm elevation of 10 feet would be adequate to provide protection during all but the most severe storms. Seaward slopes would vary from reach to reach. The width of the restored beach would be controlled at the mean high water shoreline, which would be moved seaward from 25 to 100 feet, depending on the reach in question. To avoid excessive narrowing of the beach during periods of temporary recession, a seven-year advance supply of nourishment would be placed along with the initial beach widening in all reaches except Reach 5A, where a two-year supply of advance nourishment would be placed. The project would require an initial fill of 1.5 million cubic yards (cy) and advance nourishment of 2.5 million cy. Proposed borrow areas are located 1,900 to 5,600 feet offshore, but exact locations are not known at this time. Material for the initial fill would be pumped onto the beach by hopper dredge; material for periodic nourishment would be pumped onto the beach by hydraulic dredge except at north Palm Beach Island (Reach 5A), where a pipeline dredge would be used. Initial cost of the project is estimated at $22.1 million, and the benefit-cost ratio is 2.0. Construction time would be five years. POSITIVE IMPACTS: The project would enhance the appearance of the coastal zone and its suitability for beach recreation and would restore some of the zone's ability to provide protection against storms. Beach restoration would increase annual visitor use by two million by 1995. Damages to existing structures would be reduced by $800,000 annually. Beach habitat would be created for nesting sea turtles and for invertebrate and shorebird species. NEGATIVE IMPACTS: Dredging and beach restoration activities would destroy benthic habitat, temporarily increase water turbidity, and possibly injure such endangered species as manatees and sea turtles. LEGAL MANDATES: Coastal Zone Management Act, Amendment of 1976 (16 U.S.C. 1451 et seq.), Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251). JF - EPA number: 850205, 565 pages, May 15, 1985 PY - 1985 KW - Water KW - Beaches KW - Birds KW - Borrow Pits KW - Coastal Zones KW - Cost Assessments KW - Dredging KW - Endangered Species (Animals) KW - Erosion Control KW - Geologic Assessments KW - Marine Systems KW - Pipelines KW - Recreation Resources KW - Sand KW - Section 404(b) Statements KW - Shores KW - Water Quality KW - Florida KW - Coastal Zone Management Act, Amendment of 1976, Compliance KW - Endangered Species Act of 1973, Animals KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392070?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MERRIMACK+RIVER+BRIDGE+AND+APPROACH+ROADWAYS%2C+MIDDLESEX+COUNTY%2C+MASSACHUSETTS.&rft.title=MERRIMACK+RIVER+BRIDGE+AND+APPROACH+ROADWAYS%2C+MIDDLESEX+COUNTY%2C+MASSACHUSETTS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SHORE PROTECTION AND BEACH RESTORATION FOR HILO BAYFRONT, HAWAII: COMPREHENSIVE STUDY REPORT. AN - 36401057; 288 AB - PURPOSE: Installation of a combination of rock revetment, longard tubes, and protective beach with stabilizing structures is proposed to prevent further erosion of shoreline and to restore a portion of beach along the bayfront area of Hilo Harbor on the eastern coast of Hawaii. Nearly 50 feet of the bayfront black sand beach has eroded; the beach now covers only 0.84 acres. A surfing shoal off the beach would be stabilized via longard tubes, and 250,000 square feet of dry beach would be stabilized by four rock groins, a rock revetment 1,200 feet long with a crest elevation of 15 feet, and a 200-foot-long groin near the Wailoa River. Estimated cost of the project is $9.1 million, and the benefit-cost ratio is 1.7. POSITIVE IMPACTS: In addition to increasing the recreational value of the beach, the project would protect Bayfront Highway from damage due to shoreline erosion. NEGATIVE IMPACTS: Dredging of offshore sand and project activities near the shoreline would cause localized degradation of water quality due to creation of turbidity. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0494D, Volume 7, Number 9. JF - EPA number: 850202, 352 pages, May 14, 1985 PY - 1985 KW - Water KW - Bays KW - Beaches KW - Biologic Surveys KW - Coastal Zones KW - Cost Assessments KW - Cultural Resources Surveys KW - Dredging KW - Erosion Control KW - Islands KW - Recreation Resources Surveys KW - Section 404(b) Statements KW - Shores KW - Socioeconomic Assessments KW - Water Quality KW - Hawaii KW - Hilo Harbor KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Water Resources Development Act of 1976, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36401057?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SHORE+PROTECTION+AND+BEACH+RESTORATION+FOR+HILO+BAYFRONT%2C+HAWAII%3A+COMPREHENSIVE+STUDY+REPORT.&rft.title=SHORE+PROTECTION+AND+BEACH+RESTORATION+FOR+HILO+BAYFRONT%2C+HAWAII%3A+COMPREHENSIVE+STUDY+REPORT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Fort Shafter, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: May 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LOWER SAN JOAQUIN RIVER AND TRIBUTARIES, CALIFORNIA: CHANNEL CLEARING, DESIGN MEMORANDUM NO. 6. AN - 36392020; 285 AB - PURPOSE: Maintenance dredging and clearing on the San Joaquin River and the Eastside Bypass from Friant Dam near Fresno to Stockton, California are proposed. The project would involve removal of sediment and vegetation at selected sites along approximately 70 miles of the river and 2 miles of the bypass. Dredging and removal would be accomplished by floating draglines, suction dredges, bulldozers, and front-end loaders. Dredged material would be placed along existing levees, in selected diked disposal areas, or in sanitary landfills. Estimated total first cost of the project is $7.0 million. POSITIVE IMPACTS: Channel clearing would reduce flood levels within the levees in the vicinity of the selected sites and would reduce nearby seepage problems on the land side of the levees. Agricultural efficiency would be increased significantly. NEGATIVE IMPACTS: Approximately 242 acres of riparian vegetation would be removed from the river channel. Increased water turbidity would disrupt fisheries habitat. Work in the Middle River reach would result in the loss of some habitat of the valley elderberry longhorn beetle. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Executive Order 11988, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850201, 271 pages, May 13, 1985 PY - 1985 KW - Water KW - Biologic Assessments KW - Channels KW - Dikes KW - Disposal KW - Drainage KW - Dredging KW - Endangered Species (Animals) KW - Farmlands KW - Fisheries KW - Flood Control KW - Floodplains KW - Hydraulic Assessments KW - Marine Systems KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Water Quality KW - Wildlife Habitat KW - California KW - San Joaquin River KW - Endangered Species Act of 1973, Animals KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392020?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LOWER+SAN+JOAQUIN+RIVER+AND+TRIBUTARIES%2C+CALIFORNIA%3A+CHANNEL+CLEARING%2C+DESIGN+MEMORANDUM+NO.+6.&rft.title=LOWER+SAN+JOAQUIN+RIVER+AND+TRIBUTARIES%2C+CALIFORNIA%3A+CHANNEL+CLEARING%2C+DESIGN+MEMORANDUM+NO.+6.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WIDENING AND GRADE SEPARATION OF CARPENTER ROAD FROM NORTH SAGINAW STREET TO GENESEE ROAD, CITY OF FLINT AND GENESEE TOWNSHIP, GENESEE COUNTY, MICHIGAN. AN - 36403808; 277 AB - PURPOSE: Widening and ultimately extending four miles of Carpenter Road from North Saginaw Street to Genesee Road in the city of Flint and the township of Genesee, Genesee County, Michigan are proposed. During the first phase of the project, the existing two-lane highway would be widened to five lanes between North Saginaw Street and Branch Road, a distance of 2.5 miles. A grade separation would be constructed to carry Carpenter Road over the Chesapeake and Ohio Railroad tracks and Dort Highway. The second stage of the project would involve improvements to the existing two-lane road between Branch Road and Center Road, a distance of 0.5 miles, and construction of a new roadway section from Center Road to Genesee Road, a distance of one mile. Estimated costs for the first and second phases of the project are $9.5 million and $2.9 million, respectively. POSITIVE IMPACTS: Improvement of Carpenter Road would constitute an essential connecting link in the overall area transportation plan and would improve access to and from the area interstate system. Widening of the arterial would improve traffic service and increase the capacity of the route. NEGATIVE IMPACTS: Rights-of-way requirements would necessitate displacement of 35 residential structures and as many as 11 businesses. As a result, approximately 70 residents would be forced to relocate. A small strip of parkland would be taken, due to widening of the roadway in the vicinity of Bray Road. On the south side of Carpenter Road between North Saginaw Street and Premier Street, noise levels would exceed Federal Highway Administration standards. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 82-0655D, Volume 6, Number 10. JF - EPA number: 850200, 71 pages, May 10, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MI-EIS-82-01-F KW - Highway Structures KW - Highways KW - Noise Standards Violations KW - Parks KW - Relocations-Property Acquisitions KW - Roads KW - Section 4(f) Statements KW - Transportation KW - Michigan KW - Department of Transportation Act of 1966, Parks KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403808?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-10&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WIDENING+AND+GRADE+SEPARATION+OF+CARPENTER+ROAD+FROM+NORTH+SAGINAW+STREET+TO+GENESEE+ROAD%2C+CITY+OF+FLINT+AND+GENESEE+TOWNSHIP%2C+GENESEE+COUNTY%2C+MICHIGAN.&rft.title=WIDENING+AND+GRADE+SEPARATION+OF+CARPENTER+ROAD+FROM+NORTH+SAGINAW+STREET+TO+GENESEE+ROAD%2C+CITY+OF+FLINT+AND+GENESEE+TOWNSHIP%2C+GENESEE+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: May 10, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SCUPPERNONG RIVER, WASHINGTON COUNTY, NORTH CAROLINA: ADDENDUM TO SECTION 205, SMALL FLOOD CONTROL STUDY REPORT. AN - 36403912; 293 AB - PURPOSE: Channelization of the Scuppernong River is proposed between Creswell and Cherry, Washington County, North Carolina for flood control and drainage improvement. The project would consist of a channel with a 40-foot bottom width from a point 360 feet downstream of the Creswell bridge, extending upstream for 1.02 miles, followed by a channel with a 30-foot bottom width extending upstream 1.45 miles to a point 500 feet upstream of the Cherry bridge, for a total project length of 2.47 miles. The channel would have a side slope of 1.25 to 1 and would range gradually in depth from 6.5 feet at the Cherry bridge to 10 feet at the Creswell bridge. All construction, excavation, and spoil placement would occur on the north side of the river. On the south bank, only trees leaning over the river at an angle greater than 30 degrees from vertical would be removed. Excavated material would be placed in existing spoil piles to the maximum extent possible. Exchange between the river and the swamp on the north side would be provided by placing 11 culverts at tributary ditches and swales and by breaching the spoil piles and travel way at approximately 200- to 500-foot intervals. Three existing tributary ditches to the river would be re-excavated. Total first cost of the project is estimated at $595,000, and the benefit-cost ratio is 1.9. POSITIVE IMPACTS: All farmland in the immediate vicinity of the project would experience improved drainage and a reduction in flooding. NEGATIVE IMPACTS: Water quality of the Scuppernong River would decline, and water quality problems in Albemarle Sound would be exacerbated. Habitat for fish populations and benthic organisms would decrease significantly, and sport fishing would change drastically. Over the 50-year planning period, 21.3 acres of wetlands would be lost. Decreased water circulation through the swamp forests bordering the river would alter the natural ecology of the area and would change or diminish fish and wildlife populations. Improved drainage could increase the rate at which uncultivated lands are converted to agricultural use. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Fish and Wildlife Coordination Act (16 U.S.C. 661). JF - EPA number: 850194, 120 pages, May 5, 1985 PY - 1985 KW - Water KW - Channels KW - Cost Assessments KW - Disposal KW - Drainage KW - Dredging KW - Farmlands KW - Fisheries KW - Flood Protection KW - Forests KW - Marine Systems KW - Pipelines KW - Plant Control KW - Recreation Resources KW - Rivers KW - Section 404(b) Statements KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - North Carolina KW - Scuppernong River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403912?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SCUPPERNONG+RIVER%2C+WASHINGTON+COUNTY%2C+NORTH+CAROLINA%3A+ADDENDUM+TO+SECTION+205%2C+SMALL+FLOOD+CONTROL+STUDY+REPORT.&rft.title=SCUPPERNONG+RIVER%2C+WASHINGTON+COUNTY%2C+NORTH+CAROLINA%3A+ADDENDUM+TO+SECTION+205%2C+SMALL+FLOOD+CONTROL+STUDY+REPORT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Wilmington, North Carolina; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SALMON RIVER FLOOD DAMAGE REDUCTION STUDY, VICINITY OF SALMON, LEMHI COUNTY, IDAHO. AN - 36397136; 290 AB - PURPOSE: Flood protection measures are proposed for the city of Salmon and nearby rural areas along the Salmon River, Lemhi County, Idaho. Three alternatives are under consideration. The Dump Creek /Deadwater channelization alternative would involve deepening three miles of the Salmon River in an area 26 miles downstream of the city of Salmon. The mile-long, flat-water reach known as Deadwater would be changed from a lake-like condition to a faster flowing condition to decrease frequency of flooding and occurrence of low flows in the braided channels upstream of Deadwater. Total cost of this alternative is $3.9 million, and the benefit-cost ratio is 1.7. The second alternative would involve raising the existing Lemhi River levee from three to five feet and widening the levee to a 12-foot top width. Riprap would be placed on approximately one-third of the levee. The St. Charles Street bridge would be replaced with a new clear-span bridge. Total cost of this alternative is estimated at $1.5 million, and the benefit-cost ratio is 5.2. The third alternative would consist of permanently evacuating structures in the Lemhi River floodplain. Total cost of this alternative is $2.7 million, and the benefit-cost ratio is 1.8. POSITIVE IMPACTS: Channelization of the Salmon River would reduce ice-jam flood damages by two-thirds for the entire area. Levee improvements would provide 500-year protection for a composite of ice jam and spring runoff flooding in the city of Salmon. Evacuation of the floodplain would eliminate residential damage without requiring any structural additions to the floodplain. NEGATIVE IMPACTS: Channelization of the Salmon River would alter the wetlands-islands complex upstream of Deadwater. Construction activities temporarily would disrupt recreational floating and fishing. Improvement of the Salmon city levee would not provide flood protection to any other area within the study area. Evacuation of the floodplain would require the relocation of 24 mobile homes, 45 single-family homes, and 21 multifamily dwellings. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Flood Control Act of 1948 (33 U.S.C. 701s), and Wild and Scenic Rivers Act of 1968, as amended (16 U.S.C. 1271 et seq.). JF - EPA number: 850189, 396 pages, May 2, 1985 PY - 1985 KW - Water KW - Biologic Assessments KW - Bridges KW - Channels KW - Cost Assessments KW - Dikes KW - Dredging KW - Flood Protection KW - Floodplains KW - Hydrologic Assessments KW - Ice Control KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Wetlands KW - Wild and Scenic Rivers KW - Idaho KW - Lemhi River KW - Salmon River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Project Authorization KW - Wild and Scenic Rivers Act of 1968, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36397136?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-17&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONSTRUCTION+OF+AN+EARTH+FILL+DAM+AND+RESERVOIR+AT+THE+PROPOSED+FRANK+JACKSON+STATE+PARK%2C+COVINGTON+COUNTY%2C+ALABAMA+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1983%29.&rft.title=CONSTRUCTION+OF+AN+EARTH+FILL+DAM+AND+RESERVOIR+AT+THE+PROPOSED+FRANK+JACKSON+STATE+PARK%2C+COVINGTON+COUNTY%2C+ALABAMA+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1983%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Walla Walla, Washington; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: May 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1983 T2 - WRSC-WCUS-83-pts.1-5 AN - 59389761; 1986-0105393 AB - Pt. 1, Waterways and harbors: Atlantic Coast; pt. 2, Waterways and harbors: Gulf Coast, Mississippi River system and Antilles; pt. 3, Waterways and harbors: Great Lakes; pt. 4, Waterways and harbors: Pacific Coast, Alaska and Hawaii; pt. 5, National summaries. Includes both foreign and domestic commerce of the U.S. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, May 1985. Y1 - 1985/05// PY - 1985 DA - May 1985 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59389761?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1983&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1983&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pt 1 $2.50; pt 2 $3.50; pt 3 $3.25; pt 4 $2; pt 5 $2; Nat Tech Info Service pa N1 - Document feature - table(s), map(s) N1 - SuppNotes - 5pts N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Laboratory testing as an aid in the design of cable anchor systems for rock reinforcement AN - 52701299; 1997-052728 JF - Proceedings of the Annual Highway Geology Symposium AU - Lienhart, David A AU - Stransky, Terry E A2 - West, Terry R. Y1 - 1985/05// PY - 1985 DA - May 1985 SP - 220 EP - 237 PB - Highway Geology Symposium, Atlanta, GA VL - 36 SN - 0160-9564, 0160-9564 KW - laboratory studies KW - anchors KW - foundations KW - experimental studies KW - strength KW - cable anchor systems KW - dams KW - interpretation KW - construction KW - design KW - rock mechanics KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52701299?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Proceedings+of+the+Annual+Highway+Geology+Symposium&rft.atitle=Laboratory+testing+as+an+aid+in+the+design+of+cable+anchor+systems+for+rock+reinforcement&rft.au=Lienhart%2C+David+A%3BStransky%2C+Terry+E&rft.aulast=Lienhart&rft.aufirst=David&rft.date=1985-05-01&rft.volume=36&rft.issue=&rft.spage=220&rft.isbn=&rft.btitle=&rft.title=Proceedings+of+the+Annual+Highway+Geology+Symposium&rft.issn=01609564&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 36th annual Highway geology symposium on Building on/with sedimentary bedrock N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1997-01-01 N1 - Number of references - 6 N1 - PubXState - GA N1 - Document feature - illus. incl. 4 tables N1 - Last updated - 2012-06-07 N1 - CODEN - PAHGAG N1 - SubjectsTermNotLitGenreText - anchors; cable anchor systems; construction; dams; design; experimental studies; foundations; interpretation; laboratory studies; rock mechanics; strength ER - TY - RPRT T1 - Flood-Runoff Forecasting with HEC1F AN - 19460673; 7890392 AB - HEC1F is a computer program for making short- to medium-term forecasts of uncontrolled flood runoff. The program employs unit hydrographs and hydrologic routing to simulate runoff from a subdivided basin. Estimates of future rainfall can be accommodated. Runoff parameters for gaged headwater subbasins can be estimated (optimized) in real time. Blending of calculated with observed hydrographs can be performed. HEC1F is a component of an on-line software system that includes capability for data acquisition and processing, precipitation analysis, streamflow forecasting, reservoir system analysis, and graphical display of data and simulation results. The conceptual framework for HEC1F is described, and application of the program is illustrated. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Peters, J C AU - Ely, P B Y1 - 1985/05// PY - 1985 DA - May 1985 SP - 16 KW - Water Resources Abstracts; Meteorological & Geoastrophysical Abstracts KW - Headwaters KW - Streamflow forecasting KW - Hydrograph analysis KW - Routing KW - Precipitation KW - Unit hydrographs KW - Systems Analysis KW - Computer Programs KW - Numerical simulations KW - Floods KW - Hydrographs KW - Flood runoff KW - Hydrologic Data KW - Reservoirs KW - Runoff KW - Data acquisition KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460673?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Peters%2C+J+C%3BEly%2C+P+B&rft.aulast=Peters&rft.aufirst=J&rft.date=1985-05-01&rft.volume=&rft.issue=&rft.spage=16&rft.isbn=&rft.btitle=Flood-Runoff+Forecasting+with+HEC1F&rft.title=Flood-Runoff+Forecasting+with+HEC1F&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Dredge Induced Turbidity Plume Model AN - 18967758; 8507078 AB - A model was developed to describe the turbidity plume induced by dredging a ship channel using an hydraulic dredge. The model predicts the suspended sediment concentration within the plume and the resulting sediment deposition alongside the dredged channel. The model applies to a dredging operation in a water body in which the current is primarily along the channel axis and the channel depth is large enough that no significant suspended sediment reaches water surface. Results of field measurements were compared with model results. The model describes the qualitative feature of prototype data and the calibrated model parameters agree with independent observations by other investigators. (Author 's abstract) JF - Journal of Waterway, Port, Coastal and Ocean Engineering Vol. 111, No. 3, p 476-494, May, 1985. 7 Fig, 5 Tab, 11 Ref. US Army Corps of Engineers, Norfolk District contract DACW 65-78-C-0029. AU - Kuo, A Y AU - Welch, C S AU - Lukens, R J AD - William and Mary Coll. Gloucester Point, VA. Inst. of Marine Science Y1 - 1985/05// PY - 1985 DA - May 1985 KW - Water Resources Abstracts KW - Dredging KW - Turbidity KW - Plumes KW - Sediments KW - Model studies KW - Channels KW - Environmental impact KW - Suspended sediments KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18967758?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Dredge+Induced+Turbidity+Plume+Model&rft.au=Kuo%2C+A+Y%3BWelch%2C+C+S%3BLukens%2C+R+J&rft.aulast=Kuo&rft.aufirst=A&rft.date=1985-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - CLEVELAND HARBOR, OHIO (FINAL SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF NOVEMBER 1978). AN - 36393115; 242 AB - PURPOSE: Modification of the east entrance to Cleveland Harbor, Lake Erie, Cuyahoga County, Ohio is proposed. This final supplemental report to the final environmental impact statement of November 1978 describes a reformulated plan for harbor modifications. The preferred plan would consist of providing a fan-shaped approach channel and widening and deepening the east entrance channel, deepening the east basin channel, and raising the crest elevation of an existing diked disposal area to accommodate material dredged from the channels. Specifically, the fan-shaped channel would be 2,000 feet wide at its eastern extremity and would narrow to 900 feet in width for a distance of 2,000 feet. The entrance channel would be widened to 900 feet for a distance of 2,900 feet. The approach and entrance channels would be deepened to 31 feet below low water datum (LWD). The existing 500-foot-wide east basin channel would be deepened to 27 feet below LWD. The crest elevation of dike site 14 would be raised approximately 7 feet, increasing the disposal capacity of the site by 1.0 million cubic yards. First costs of the project are estimated at $4.3 million, and the benefit-cost ratio is 1.3. POSITIVE IMPACTS: The proposed navigation project would provide a severe-weather entrance into the harbor for bulk and general cargo vessels at the existing east entrance and would reduce transportation costs of deep-draft vessels entering and leaving the harbor. NEGATIVE IMPACTS: Construction activities temporarily would degrade air and water quality. Dredging also would destroy benthic populations in the channel. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1970 (P.L. 91-611). PRIOR REFERENCES: For the abstracts of the final and draft supplemental environmental impact statements, see 79-0209F, Volume 3, Number 2, and 84-0210D, Volume 8, Number 4, respectively. JF - EPA number: 850185, 2 volumes, April 30, 1985 PY - 1985 KW - Water KW - Air Quality KW - Disposal KW - Dredging KW - Harbor Structures KW - Harbors KW - Marine Systems KW - Navigation KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Water Quality KW - Waterways KW - Ohio KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393115?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-10-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=KAHANA+BAY+NAVIGATION+IMPROVEMENTS%2C+OAHU%2C+HAWAII.&rft.title=KAHANA+BAY+NAVIGATION+IMPROVEMENTS%2C+OAHU%2C+HAWAII.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 30, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION AND MAINTENANCE OF POOLS 24, 25, AND 26, MISSISSIPPI AND ILLINOIS RIVERS, ILLINOIS AND MISSOURI (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JUNE 1975). AN - 36389158; 232 AB - PURPOSE: Operation and maintenance of a nine-foot channel involving pool regulation, dredging, revetment, and bank line and dike maintenance on the Illinois and Mississippi rivers, in Illinois and Missouri, are proposed. The existing channel, extending from the mouth of the Missouri River to Minneapolis, would be dredged to a depth of 9 feet and a width of at least 300 feet. This draft supplement to the final environmental impact statement of June 1975 presents a plan designed to minimize conflicting resource uses associated with Pool 26. Navigation Pool 26 extends from the dam at Alton, Illinois, for 38.5 miles up the Mississippi River to Lock and Dam 25 at Winfield, Missouri, and from the mouth of the Illinois River at Grafton, Illinois, for 80 miles to the LaGrange Lock and Dam, approximately 19 miles north of St. Louis, Missouri. The specific area investigated by the shoreline management study for fleeting includes the 38.5 miles along the Mississippi River and the lower 5 miles along the Illinois River. The preferred plan would recommend 11.0 additional deep-water miles as potentially acceptable for fleeting. The sites would be located at Alton, Dresser Island, North Power Plant, Slim Island, Grafton, Mason Island, Hager, Gilbert Lake, Iowa Island, Golden Eagle Ferry, Two Branch Island, Sweeden Island, Cuivre Island, and Sunset. Special conditions would be applied to each site to minimize adverse environmental impacts. POSITIVE IMPACTS: The preferred alternative would provide adequate space requirements for fleeting while minimizing adverse effects to non-navigational resources. The plan also would serve as a guideline for making resource decisions on future fleeting permit applications. Endangered eagles and herons would be protected completely. NEGATIVE IMPACTS: Meeting fleeting requirements would produce moderate and minor adverse impacts to historic sites, visual qualities, and recreation areas. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the final EIS, see 76-4488F, EIS Cumulative 1970-1976, Volume I. JF - EPA number: 850182, 3 volumes, April 29, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Channels KW - Dikes KW - Dredging KW - Endangered Species (Animals) KW - Historic Sites KW - Impact Monitoring Plans KW - Navigation KW - Recreation Resources KW - Rivers KW - Section 404(b) Statements KW - Visual Resources KW - Illinois KW - Illinois River KW - Mississippi River KW - Missouri KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389158?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+AND+MAINTENANCE+OF+POOLS+24%2C+25%2C+AND+26%2C+MISSISSIPPI+AND+ILLINOIS+RIVERS%2C+ILLINOIS+AND+MISSOURI+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1975%29.&rft.title=OPERATION+AND+MAINTENANCE+OF+POOLS+24%2C+25%2C+AND+26%2C+MISSISSIPPI+AND+ILLINOIS+RIVERS%2C+ILLINOIS+AND+MISSOURI+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1975%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Louis, Missouri; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 29, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MINNESOTA RIVER AT CHASKA, MINNESOTA, FLOOD CONTROL PROJECT (FINAL SUPPLEMENT II TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1975). AN - 36395154; 237 AB - PURPOSE: Construction and modification of levees and excavation of diversion channels and a tunnel in the terrace area of East Creek and the headwater areas of East and Chaska creeks are proposed to provide flood protection for the city of Chaska, Minnesota. The project would include modification of 1.1 miles of levee, construction of 0.8 miles of levee and appurtenant works, excavation of 0.9 miles of diversion channel for Chaska Creek, and construction of a 0.9-mile diversion that would combine a tunnel and a channel for East Creek. An interior drainage system and a pumping plant would be installed, and floodplain management and flood insurance provisions would be implemented for residual portions of the floodplain and interior drainage ponding areas. Recreation trails would be created around Courthouse Lake and on the levee, and levee overburden areas at the lake would be landscaped. Loss of habitat resulting from construction and excavation activities would be mitigated by formation of a 19-acre moist soil management unit and construction of a water control structure on the Chaska Lake outlet. This supplement to the final environmental impact statement of September 1982 addresses changes in the East Creek diversion feature. A combination of earth channel, a low levee system between Engler Boulevard and Crosstown Boulevard, and a 16-foot by 16-foot cut-and-cover concrete culvert would replace the riprapped East Creek channel in the authorized plan. This alternative would replace three bridges at Brandon Boulevard and Engler Boulevard. Estimated cost of the project is $23.6 million. The project's benefit-cost ratio is estimated at 1.11. POSITIVE IMPACTS: The levee and diversion system would provide protection from the 100-year flood on the Minnesota River and prevent hazards associated with flash floods along the creeks. Average annual savings due to flood control protection amount to $1.9 million. Changes in the East Creek diversion feature would reduce construction costs. The proposed alternative also would eliminate the need to relocate the Riverview Terrace Trailer park. NEGATIVE IMPACTS: Approximately 17 acres of floodplain forest, 4 acres of wetland, and 14 acres of prime farmland would be lost to project structures, and the Chaska Creek diversion channel would traverse a portion of the Minnesota Valley National Wildlife Refuge and Recreation Area, resulting in the loss of seven acres of lowland hardwood and old field habitat. Five residences would be displaced by the project. It is possible that Courthouse Lake would be used for ponding; in that event, pollutants flowing into the lake from East Creek could degrade the lake's fishery resource. Cost to residents whose lands were protected by the project could force some residents to sell their property. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Flood Control Act of 1936 (49 Stat. 1570), Public Works Appropriations (P.L. 94-355), Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601), and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstracts of the final EIS, draft supplement I, final supplement I, and draft supplement II to the final environmental impact statement, see 77-0201F, Volume 1, Number 2; 82-0471D, Volume 6, Number 7; 82-0773F, Volume 6, Number 11; and 84-0513D, Volume 8, Number 10, respectively. JF - EPA number: 850178FS2, 137 pages, April 26, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Biologic Assessments KW - Bridges KW - Channels KW - Creeks KW - Dikes KW - Drainage KW - Farmlands KW - Flood Protection KW - Floodplains KW - Preserves KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Trails KW - Wetlands KW - Wildlife Habitat KW - Minnesota KW - Minnesota River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1936, Project Authorization KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395154?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MINNESOTA+RIVER+AT+CHASKA%2C+MINNESOTA%2C+FLOOD+CONTROL+PROJECT+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1975%29.&rft.title=MINNESOTA+RIVER+AT+CHASKA%2C+MINNESOTA%2C+FLOOD+CONTROL+PROJECT+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1975%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MAINTENANCE OF THE WATERWAY CONNECTING PAMLICO SOUND AND BEAUFORT HARBOR, ATLANTIC HARBOR, NORTH CAROLINA (SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1976). AN - 36393522; 241 AB - PURPOSE: Information pertaining to the addition of a new disposal site for material dredged to maintain the Bulkhead Channel in Carteret County, North Carolina is reported. This information supplements that provided in the final environmental impact statement of August 1976 concerning maintenance of the waterway connecting Pamlico Sound and Beaufort Harbor. The proposed site is located approximately 3,500 feet northeast of Atlantic Harbor and consists of three acres of privately owned land. An easement would be obtained for the use of the property as an upland diked disposal area. Dikes would be constructed approximately 75 feet from the water's edge, roughly 5 feet from Highway 70, and adjacent to the woods to the north and the drainage ditch to the south. The site is located within the 100-year floodplain. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstracts of previous supplemental informational reports concerning disposal sites for material dredged from the Bulkhead and Gallant Channels, see 81-0952F, Volume 5, Number 11, and 82-0070F, Volume 6, Number 1, respectively. JF - EPA number: 850181, 6 pages, April 26, 1985 PY - 1985 KW - Water KW - Channels KW - Disposal KW - Dredging KW - Easements KW - Islands KW - Navigation KW - Waterways KW - Beaufort Harbor KW - North Carolina KW - Pamlico Sound KW - Federal Water Pollution Control Act of 1972, Section 401 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393522?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MAINTENANCE+OF+THE+WATERWAY+CONNECTING+PAMLICO+SOUND+AND+BEAUFORT+HARBOR%2C+ATLANTIC+HARBOR%2C+NORTH+CAROLINA+%28SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1976%29.&rft.title=MAINTENANCE+OF+THE+WATERWAY+CONNECTING+PAMLICO+SOUND+AND+BEAUFORT+HARBOR%2C+ATLANTIC+HARBOR%2C+NORTH+CAROLINA+%28SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Atlanta, Georgia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GENERAL REEVALUATION FOR FLOOD CONTROL AND RELATED PURPOSES, RED AND RED LAKE RIVERS AT EAST GRAND FORKS, MINNESOTA (FINAL SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF APRIL 1971). AN - 36387585; 236 AB - PURPOSE: Implementation of flood control measures is proposed for the city of East Grand Forks, Polk County, Minnesota. This supplement to the final environmental impact statement of April 1971 presents reevaluated alternatives to the original authorized project, which was never constructed. The preferred alternative would involve construction of a levee/floodwall with a 0.3 percent chance level of protection and the acquisition and removal of all structures on the riverward side of the levee for floodprone areas north of the Red Lake River. Residential plantings would be retained and supplemental plantings would be undertaken to permit the area to return to a more natural condition. Nonstructural measures would be applied to the area south of Red Lake River, including floodplain zoning, flood warning and forecasting, and emergency preparedness plans. Total cost of the plan is $1.2 million, and the benefit-cost ratio is 3.1. POSITIVE IMPACTS: The recommended alternative would provide 230-year protection to 107 commercial establishments and 1,624 residences. Flood threat would be ended for another 39 businesses and 254 households as those properties were acquired and removed from the floodplain. Property values would increase. Recreational facilities could be developed on the acquired properties, and a system of trails would be cleared within the project area. Land beautification measures would improve wildlife habitat and aesthetic values. NEGATIVE IMPACTS: Some neighborhoods would be disrupted temporarily, and others would be changed permanently or terminated as homes were removed for the project. Population growth would be depressed for a few years, and the downtown district would be disrupted radically until neighborhoods and commercial districts had time to be restructured. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), River and Harbor and Flood Control Act of 1970 (P.L. 91-611), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft supplement to the final EIS, see 84-0564D, Volume 8, Number 11. JF - EPA number: 850176, 2 volumes, April 26, 1985 PY - 1985 KW - Water KW - Central Business Districts KW - Cost Assessments KW - Dikes KW - Flood Control KW - Floodplains KW - Geologic Assessments KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Parks KW - Recreation Resources Surveys KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Soils Surveys KW - Trails KW - Wildlife Habitat KW - Minnesota KW - Red Lake River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1970, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387585?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=GENERAL+REEVALUATION+FOR+FLOOD+CONTROL+AND+RELATED+PURPOSES%2C+RED+AND+RED+LAKE+RIVERS+AT+EAST+GRAND+FORKS%2C+MINNESOTA+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1971%29.&rft.title=GENERAL+REEVALUATION+FOR+FLOOD+CONTROL+AND+RELATED+PURPOSES%2C+RED+AND+RED+LAKE+RIVERS+AT+EAST+GRAND+FORKS%2C+MINNESOTA+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1971%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - HALSTEAD LOCAL FLOOD PROTECTION PROJECT, KANSAS (SUPPLEMENTAL REPORT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1978). AN - 36384431; 235 AB - PURPOSE: Construction of 21,460 feet of levees is planned on the north and east boundaries of Halstead, Harvey County, Kansas, along with clearing, snagging, and widening of 3.5 miles of the channel of the Little Arkansas River to a 60-foot bottom width. This supplement to the final environmental impact statement of October 1978 describes design changes in the project and provides additional information on water quality impacts. The new levee alignment would not turn southwest at the sewage disposal plant but would continue south along the river to a point in Section 12, T.24S, R2W. The pumping plant and the associated 102 acres of ponding area would be eliminated, but other ponding areas would be located at various low-lying places along the levee to collect runoff water and discharge it through the levee to the river. Approximately 500 feet of the Little Arkansas River channel would be realigned to preserve the Warkentin barn, which is part of the Warkentin Homestead, a nationally registered historic site. The existing channel in this area would be backfilled to provide a base on which to construct the levee, replacing the originally proposed 270-foot concrete floodwall. Swing gates for a railroad crossing, slide gates at the Kansas Highway 89 crossing, and ramps at all other road crossings would be provided. Recreational facilities would be provided on the right-of-way around one of the ponding areas and on the levee in the vicinity of Riverside Park. The levee, channel, borrow areas, and adjacent areas would be landscaped, and all suitable materials excavated from the river channel would be used for fill material in the levee embankments. Estimated total first cost of the project is approximately $7.0 million. Annual costs would be approximately $686,000, and the benefit-cost ratio is 1.96. POSITIVE IMPACTS: Land-use potential would be improved in lands protected by the levee and improved drainage system. The productivity of the whole area would benefit from increased agricultural production, increased wholesale and retail trade, and an increased tax base. Flood control would lessen the threat of flood disasters, eliminate epidemics and other aftereffects of flooding, prevent interruption of highway and rail traffic, and provide opportunities for park development. NEGATIVE IMPACTS: Levee construction would disrupt the ecosystem. Channel realignment and excess siltation during construction could destroy aquatic habitat and cause fish to leave the area. The changed plan would require 298.5 acres of land, of which 75 percent is farmland, 7 percent is floodplain forest, 5 percent is native grasslands, and 2 percent is upland trees. A ball park and recreation park would be encroached upon, and one family would be relocated. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Flood Control Act of 1944 (58 Stat. 887), Public Works Appropriations (P.L. 94-355), River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 77-1219D, Volume 1, Number 11, and 81-0388F, Volume 5, Number 5, respectively. JF - EPA number: 850180, 12 pages, April 26, 1985 PY - 1985 KW - Water KW - Channels KW - Dikes KW - Drainage KW - Dredging KW - Farmlands KW - Fisheries KW - Flood Control KW - Floodplains KW - Historic Sites KW - Parks KW - Recreation Facilities KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Water Quality Assessments KW - Waterways KW - Wildlife Habitat KW - Kansas KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1944, Project Authorization KW - Public Works Appropriations, Project Authorization KW - River and Harbor and Flood Control Act of 1965, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384431?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FEDERAL+AID+PRIMARY+ROUTE+412%2C+NORMAL+TO+OGLESBY%2C+ILLINOIS.&rft.title=FEDERAL+AID+PRIMARY+ROUTE+412%2C+NORMAL+TO+OGLESBY%2C+ILLINOIS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Tulsa, Oklahoma; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - AUKE BAY BREAKWATER AND RELATED MARINA DEVELOPMENTS, AUKE BAY, ALASKA. AN - 36393598; 224 AB - PURPOSE: Construction of a floating breakwater and transient moorage facility in Auke Bay, approximately 15 miles north of Juneau, Alaska, is proposed. The breakwater would be located at the head of Auke Bay and would be approximately 1,000 feet long, oriented east-southeast to west-northwest. The marina would have mooring capacity for 150 boats. The project also would include facilities for lighting, power, telephone, sewage pumpout, fire protection, restrooms, and parking. Cost of the 150-space facility is estimated at $2.9 million. Three proposals by private parties would be included in the project: expansion and realignment of the existing Fisherman's Bend Marina to accommodate an additional 150 boats; construction of a mooring float to accommodate 20 small recreational boats belonging to condominium owners in the Auke Bay Towers Condominiums; and construction of a marina to accommodate 75 boats by Horton Properties, Inc. POSITIVE IMPACTS: The project would offer partial relief for the high demand of harbor space in the Juneau area. The breakwater would provide a protected environment for the expansion of private marinas behind it. The three private marina proposals also would help fulfill demand for permanent harbor stalls. Construction of the proposed project would reduce crowded conditions at the existing public dock, leading to benefits in terms of reduced potential for boat damage, easier navigation conditions, and dispersed marine pollutant sources. Construction and operation activities would have a small but stimulative effect on the Auke Bay economy. NEGATIVE IMPACTS: The four projects would expose approximately 24 acres of benthic sediments to direct marina pollutants, and the breakwater itself would destroy benthic fauna in a 560-square-foot area. Operation of the facilities would result in increased amounts of heavy metals, hydrocarbons, and fecal coliform entering Auke Bay. Marine mammals and seabirds probably would be displaced from the head of Auke Bay. The projects could induce additional marine development, thereby decreasing the availability of open areas. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0507D, Volume 8, Number 10. JF - EPA number: 850173, 2 volumes, April 25, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Breakwaters KW - Fisheries Surveys KW - Harbor Structures KW - Marine Surveys KW - Navigation KW - Recreation Facilities KW - Section 404(b) Statements KW - Sediment Analyses KW - Soils Surveys KW - Water Quality KW - Wildlife KW - Alaska KW - Auke Bay KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393598?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-25&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=AUKE+BAY+BREAKWATER+AND+RELATED+MARINA+DEVELOPMENTS%2C+AUKE+BAY%2C+ALASKA.&rft.title=AUKE+BAY+BREAKWATER+AND+RELATED+MARINA+DEVELOPMENTS%2C+AUKE+BAY%2C+ALASKA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Anchorage, Alaska; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 25, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CUMMINS CREEK PROJECT, FAYETTE COUNTY, TEXAS. AN - 36393165; 244 AB - PURPOSE: Issuance of new source National Pollutant Discharge Elimination System (NPDES) permits for wastewater discharges from the Cummins Creek Project in Fayette County, Texas is proposed. The project would include a lignite mine, an overland conveyor system, and units 3 and 4 of the Fayette Power Project. The surface lignite mine would provide fuel for two 400-megawatt steam electric generation units during the 37-year mine life. A 12-mile overland conveyor system would link the mine with units 3 and 4, immediately adjacent to existing units 1 and 2 at the power plant site. Construction activities for the mine would begin in 1985, with actual mining commencing in 1987. Prior to mining, the land would be cleared of all vegetation. Development of the mine then would require the diversion of Cummins Creek and the construction of 37 ponds and 23 ditches to control runoff from the disturbed and undisturbed areas. POSITIVE IMPACTS: The mine would produce approximately 221 million tons of lignite, a quantity sufficient for powering units 3 and 4 of the power plant. The power plant then would provide electricity for the project area. Direct employment for 1,500 workers would be created, and indirect employment opportunities from expanding business sectors would be generated. Personal incomes and local tax revenues would increase. NEGATIVE IMPACTS: The mine and supporting facilities would disturb 10,000 acres over the life of the project, and units 3 and 4 would disturb 210 acres. Approximately 500 surface acres of stream and riparian habitats would be disturbed or destroyed. Concentrations of cadmium, lead, mercury, and selenium from plant runoff would degrade surface water and groundwater quality. Mining and reclamation would alter the topography and the natural soil profile, including that of prime farmland soils. After reclamation, a permanent overburden stockpile would remain on 1,352 surface acres. Property taxes would increase. Population increases would stress community services slightly. Historic sites could be disturbed. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850172, 473 pages, April 24, 1985 PY - 1985 KW - Water KW - Agency number: EPA 906/9-85-001 KW - Coal KW - Creeks KW - Electric Power KW - Employment KW - Farmlands KW - Fisheries KW - Hydrologic Assessments KW - Mining KW - Power Plants KW - Reclamation KW - Regulations KW - Socioeconomic Surveys KW - Soils Surveys KW - Vegetation KW - Wastewater KW - Water Quality KW - Wildlife Habitat KW - Texas KW - Federal Water Pollution Control Act of 1972, NPDES Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393165?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-06&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MINNESOTA+TRUNK+HIGHWAY+33+FROM+JUNCTION+OF+INTERSTATE+35+TO+JUNCTION+OF+U.S.+TRUNK+HIGHWAY+53%2C+CARLTON+AND+SAINT+LOUIS+COUNTIES%2C+MINNESOTA.&rft.title=MINNESOTA+TRUNK+HIGHWAY+33+FROM+JUNCTION+OF+INTERSTATE+35+TO+JUNCTION+OF+U.S.+TRUNK+HIGHWAY+53%2C+CARLTON+AND+SAINT+LOUIS+COUNTIES%2C+MINNESOTA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Environmental Protection Agency, Dallas, Texas; EPA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 24, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ONEIDA CREEK WATERSHED, SECTION 205, STAGE 3 DOCUMENT, ONEIDA, NEW YORK. AN - 36403581; 240 AB - PURPOSE: Reconstruction of the levee along the left bank of Oneida Creek is proposed to protect the city of Oneida, New York against flooding. The existing levee would be rebuilt to provide 500-year flood protection plus a minimum of three feet of freeboard. The rebuilt levee would extend from the abandoned New York Central Railroad embankment, continue upstream for 4,700 feet, and end at the abandoned earth works of the New York Ontario and West Railroad. The new levee would have a top width of 12 feet and an average height of 10 feet. Closure structures would be constructed at the intersections of the levee and Sconondoa and Prospect streets. A 7.7-acre ponding area would be created inside the levee at the downstream end of the project to allow for drainage of surface runoff. To supplement the flow capacity of the New York Central Railroad Bridge, a 150-foot wide, 18-foot-deep cut would be made in the railroad embankment. Nonstructural features of the project would include flood-proofing and implementation of a flood warning system. Cost of the project is estimated at $3.8 million, and the benefit-cost ratio is estimated at 1.54. POSITIVE IMPACTS: In addition to reducing the actual flood levels along Oneida Creek, the project would allow the regulatory controls on construction within the floodplain to be eased. The area between Sconondoa and Prospect streets, once a major industrial center, would be available for redevelopment. The value of property in the area would increase; hence, the property tax base would be raised. The cost of maintaining emergency operations during floods would be reduced. NEGATIVE IMPACTS: Relocation of 45 households would be required; these households include 12 permanent homes and 33 mobile homes. The rebuilt levee would encroach on the Sconondoa Playground, requiring minor modifications in the playground's ball field. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Flood Control Act of 1948 (62 Stat. 1171), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0206D, Volume 8, Number 4. JF - EPA number: 850167, 268 pages, April 22, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Dikes KW - Drainage KW - Flood Control KW - Hydrologic Assessments KW - Railroads KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403581?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ONEIDA+CREEK+WATERSHED%2C+SECTION+205%2C+STAGE+3+DOCUMENT%2C+ONEIDA%2C+NEW+YORK.&rft.title=ONEIDA+CREEK+WATERSHED%2C+SECTION+205%2C+STAGE+3+DOCUMENT%2C+ONEIDA%2C+NEW+YORK.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LOWER OHIO RIVER NAVIGATION FEASIBILITY STUDY, ILLINOIS-KENTUCKY (MOUTH TO CUMBERLAND RIVER). AN - 36403547; 231 AB - PURPOSE: Improvement of navigation facilities on the lower Ohio River between river mile (RM) 920.5, the mouth of the Cumberland River, to RM 981.5, the Mississippi River, in Illinois and Kentucky is proposed. Navigation on this section of the Ohio River is presently being maintained by Lock and Dam Nos. 52 and 53 at RM 938.9 and RM 962.6, respectively. The preferred alternative would consist of a single replacement structure located approximately 1.8 miles downstream from Lock and Dam No. 53 near the community of Olmstead, Illinois. The project would consist of two 110-by-1,200-foot locks and a dam composed of five 100-foot-wide tainter gates, a 1,120-foot navigable pass provided by drum gates, and 800 feet of fixed weir. The drum gates would be automatically operated by remote control with hydrostatic pressure being used to raise the gates. The 1,120-foot navigable pass would allow tows to pass over the dam and would not require any lockage for approximately 58 percent of the time. Construction costs are estimated at $550 million. Annual costs are estimated at $68.4 million, and net annual benefits are estimated at $1.7 billion. POSITIVE IMPACTS: The preferred alternative would reduce lock congestion and transportation costs and would provide a modernized facility for safe and dependable navigation through the study area. Construction activities would relieve unemployment in the area. NEGATIVE IMPACTS: The project would require approximately 60 acres of wooded wildlife habitat and would inundate 188 acres of herbaceous cover. Another 108 acres would be inundated occasionally. Ten acres would be required for a dredged material disposal area. Construction would occur near a mussel bed that contains endangered species. One prehistoric and one historic site would be affected. One commercial fleeting area would be removed, and a public boat ramp would be relocated. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1909 (P.L. 61-317). JF - EPA number: 850171, 4 volumes, April 22, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Dams KW - Disposal KW - Employment KW - Endangered Species (Animals) KW - Historic Sites KW - Navigation KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Waterways KW - Weirs KW - Wildlife KW - Wildlife Habitat KW - Illinois KW - Kentucky KW - Ohio River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1909, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403547?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LOWER+OHIO+RIVER+NAVIGATION+FEASIBILITY+STUDY%2C+ILLINOIS-KENTUCKY+%28MOUTH+TO+CUMBERLAND+RIVER%29.&rft.title=LOWER+OHIO+RIVER+NAVIGATION+FEASIBILITY+STUDY%2C+ILLINOIS-KENTUCKY+%28MOUTH+TO+CUMBERLAND+RIVER%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Louisville, Kentucky; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - L'ANGUILLE RIVER, ARKANSAS, REEVALUATION REPORT. AN - 36393639; 226 AB - PURPOSE: Flood control measures are proposed for the L'Anguille River basin, located in St. Francis, Lee, Cross, and Poinsett counties in northeast Arkansas. The preferred alternative would involve removal of vegetation and silt deposits from 95 miles of the existing channel. Vegetation to be removed would consist of that within and very near the top banks of the channel. Sections of narrow or shallow channel having deeper or wider channel sections upstream and downstream would be cleaned out to provide a uniform slope and cross section. Overbank clearing would be from one side and only as required to provide access for channel modification and for disposal of material removed from the channel. Erosion control structures would be placed at the mouth of First, Second, and Cooper creeks to prevent undercutting of these major tributaries after lowering of the channel bottom on the L'Anguille River at these points. Total first cost of the project is estimated at $13.5 million, and the benefit-cost ratio is 1.38. POSITIVE IMPACTS: The project would offer a 1.01-year level of flood protection and would reduce the amount of damage to agricultural lands, roads and highways, rural residences and appurtenant buildings within the floodplain, and urban development at the edge of the floodplain. Community cohesion and regional growth would be enhanced. Approximately 3,500 acres would be converted from woodlands to agricultural use. NEGATIVE IMPACTS: Removal of in-stream bank vegetation would result in short-term increases in stream turbidity; stream sediment load; lowered dissolved oxygen levels; increased stream temperature; and increased nutrients, pesticide, and heavy metal levels. Localized short-term displacement of fish would occur as the aquatic environment was altered. Conversion of woodland to farmland would reduce the amount of timber available for harvest and would decrease wildlife habitat areas. Approximately 530 acres of wetlands would be lost to rights-of-way uses. Vegetative clearing and spoil disposal would reduce the aesthetic qualities along the main channel. Air quality would deteriorate as a result of increased agricultural activities. Property taxes would rise. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Flood Control Act of 1948 (33 U.S.C. 701s). JF - EPA number: 850169, 231 pages, April 22, 1985 PY - 1985 KW - Water KW - Air Quality KW - Channels KW - Creeks KW - Disposal KW - Erosion Control KW - Farmlands KW - Fisheries KW - Flood Control KW - Floodplains KW - Forests KW - Highways KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Visual Resources KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Arkansas KW - L'Anguille River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393639?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=L%27ANGUILLE+RIVER%2C+ARKANSAS%2C+REEVALUATION+REPORT.&rft.title=L%27ANGUILLE+RIVER%2C+ARKANSAS%2C+REEVALUATION+REPORT.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Memphis, Tennessee; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GREAT BEND, KANSAS LOCAL PROTECTION PROJECT, ARKANSAS RIVER, KANSAS. AN - 36385636; 234 AB - PURPOSE: Implementation of a flood control project is proposed for the city of Great Bend, Kansas. Greet Bend lies on a flat plain between the Arkansas River on the south and Walnut and Little Walnut creeks on the north and west. The preferred alternative would divert the Walnut and Little Walnut creeks to the Arkansas River before they reach Great Bend by means of a seven-mile leveed diversion channel. Another leveed channel would divert Little Walnut Creek into the main diversion channel. The Arkansas River would be channelized with levees on either side from the intersection with the main diversion channel to near its confluence with Little Walnut Creek. A tieback levee would encompass the Great Bend Municipal Airport and Industrial Park. Appurtenant works would include an interior drainage system, structures to permit passage of water diverted from the river and Little Walnut Creek to Cheyenne Bottoms, construction of bridges and approaches for highways and railroads, and minor relocations of county roads. The average annual project cost is estimated at $4.2 million, and the benefit-cost ratio is 3.7. POSITIVE IMPACTS: The project would enhance the long-term productivity and well-being of the residents of Great Bend. Average annual flood control benefits would be $15.5 million. Mitigation measures would include replacement of 21 acres of riparian habitat, conservation of 56 acres of woodlands, revegetation of streambed and banks, and construction of a pilot channel. NEGATIVE IMPACTS: Channelization of the Arkansas River would reduce fish habitat and populations and fishing opportunities. Levee construction would require terrestrial wildlife habitat and croplands. LEGAL MANDATES: River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). JF - EPA number: 850162, 290 pages, April 19, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Bridges KW - Channels KW - Cost Assessments KW - Creeks KW - Dikes KW - Diversion Structures KW - Drainage KW - Fisheries KW - Flood Protection KW - Geologic Assessments KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Rivers KW - Roads KW - Vegetation KW - Wildlife Habitat KW - Arkansas River KW - Kansas KW - Little Walnut Creek KW - Walnut Creek KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385636?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-19&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=GREAT+BEND%2C+KANSAS+LOCAL+PROTECTION+PROJECT%2C+ARKANSAS+RIVER%2C+KANSAS.&rft.title=GREAT+BEND%2C+KANSAS+LOCAL+PROTECTION+PROJECT%2C+ARKANSAS+RIVER%2C+KANSAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Tulsa, Oklahoma (Revised Draft of Draft Environmental Impact Statement of September 1975; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 19, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MISSISSIPPI AND LOUISIANA ESTUARINE AREAS: FEASIBILITY REPORT ON FRESHWATER DIVERSION TO LAKE PONTCHARTRAIN BASIN AND MISSISSIPPI SOUND. AN - 36396790; 238 AB - PURPOSE: Implementation of a plan to introduce fresh water into the Lake Pontchartrain basin and western Mississippi Sound of Louisiana and Mississippi is proposed to improve habitat and fish and wildlife productivity. The study area encompasses 2.96 million acres of land and water along the lower Mississippi River and the Mississippi Sound and surrounding wetlands. Portions of 10 Louisiana parishes and 3 Mississippi counties are included in the study area. Salinity levels in the area began to rise when the Mississippi River was leveed and not allowed to migrate across what is now southeastern Louisiana, supplying nutrients and sediments and moderating salinities. The tentatively selected plan would involve diversion of fresh water into Lake Pontchartrain basin and the western Mississippi Sound just upriver of the Bonnet Carre Spillway. The water-control structure would be located just west of the spillway. The project would include a 455-foot-long, multicelled, box-culvert control structure with four 20-foot by 20-foot gated cells in a Mississippi River levee setback; a 950-foot-long inflow channel with a width of 400 feet and a depth of 25 feet; a 33,821-foot-long outflow channel with a width of 400 to 760 feet and a typical depth of 2 to 25 feet; a sediment trap located 3,500 feet downstream of the diversion structure in the outflow channel; and a 600-foot access bridge across the outflow channel on the lake side of the Illinois Central Gulf Railroad tracks to provide access to the floodway. The upper spillway guide levee adjacent to the control structure would be realigned a distance of 3,035 feet, and the Mississippi River levee at the location of the control structure would be realigned a distance of 1,250 feet. Two-acre recreational sites, comprising boat ramps, piers, parking facilities, picnic tables, and trash receptacles, would be developed at the lake end of the borrow channel within the floodway, at Frenier Beach, Point Aux Herbes, and the Rigolets in Louisiana; and at Cedar Point and Wolf River in Mississippi. First cost of the project is estimated at $56.7 million, and the benefit-cost ratio is estimated at 1.09. POSITIVE IMPACTS: Diversion of water, as proposed, would enhance the commercial fishery and improve production of fur-bearing animals for harvest. Oyster production in the study area could increase as much as 105 percent, increasing statewide oyster production in Louisiana and Mississippi by 33 and 136 percent, respectively; the national harvest would increase 13 percent. The project would also improve habitat for nongame species, improve productivity of wooded swamps, increase area recreational potential and diversity of plant species, and enhance businesses supported by commercial and recreational activities. NEGATIVE IMPACTS: Some terrestial habitat would be converted to open water, levee, and disposal area. Excavation of channels and structures would require 618 acres of wooded swamp, 1,074 acres of developed upland, and 56 acres of scrub shrubland. Alteration of land would result in a loss of 637 hunter-days. The relatively poor quality of water to be diverted from the Mississippi River could cause some problems. The project would require relocation of 26 permanent single-family dwellings and 6 mobile homes. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Public Works Appropriations (P.L. 94-355), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0051D, Volume 8, Number 1. JF - EPA number: 850158, 4 volumes, April 18, 1985 PY - 1985 KW - Water KW - Bridges KW - Dikes KW - Fisheries KW - Forests KW - Lakes KW - Land Acquisitions KW - Parking KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Vegetation KW - Water Quality KW - Waterways KW - Weirs KW - Wetlands KW - Wildlife KW - Lake Pontchartrain KW - Louisiana KW - Mississippi KW - Mississippi River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396790?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-08&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PLAN+FOR+NAVIGATION+IMPROVEMENTS%2C+WEST+BASIN+AND+APPROACH+CHANNEL%2C+CANAVERAL+HARBOR%2C+FLORIDA.&rft.title=PROPOSED+PLAN+FOR+NAVIGATION+IMPROVEMENTS%2C+WEST+BASIN+AND+APPROACH+CHANNEL%2C+CANAVERAL+HARBOR%2C+FLORIDA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OAKLAND INNER HARBOR DEEP DRAFT NAVIGATION IMPROVEMENTS, ALAMEDA COUNTY, CALIFORNIA. AN - 36396474; 228 AB - PURPOSE: Deepening and widening of the existing Oakland Harbor channels in the Port of Oakland, California is proposed. The port lies on the east side of San Francisco Bay, near the western terminus of major rail and highway networks. The preferred improvement plan would involve deepening navigation channels from 35 to 42 feet below mean lower low water between the entrance to the harbor via Bay Channel and Clay Street Piers and widening certain reaches of the channels to permit optimum use of restricted channel dimensions. Project dredging would occur over a 4.4-mile area. Widening would take place in the shoal area on the north side of the inner harbor entrance reach and in other areas. The project would involve dredging and disposal of 4.4 million cubic yards of material, which would be loaded on barges via hydraulic dredging equipment and transported to the Alcatraz disposal site. Maintenance of the channels at the proposed width would require dredging of 270,000 cubic yards of material annually. Estimated cost of the project is $27.1 million, and the benefit-cost ratio is estimated at 2.3. POSITIVE IMPACTS: Enlargement of the channels would eliminate tidal delays for 75 percent of all container vessels projected to be in service by 1996. As a result, waterborne transportation costs associated with the port would decline significantly. Widening of the channel would reduce the risk of navigational accidents. Commercial shipping through the harbor would increase from two million to seven million short-tons between 1986 and the year 2006. Estimated annual savings resulting from the project would amount to $34.9 million. NEGATIVE IMPACTS: Deeper channels would trap more sediment, increasing cost of maintenance. Widening of the channels would subject 31 acres of undisturbed benthic habitat to periodic disturbance. Dredging activities would create turbidity, temporarily lowering ambient water quality and possibly disturbing slightly the foraging habits of a nearby colony of the California least tern, an endangered species. LEGAL MANDATES: Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0489D, Volume 7, Number 9. JF - EPA number: 850160, 250 pages, April 18, 1985 PY - 1985 KW - Water KW - Air Quality Assessments KW - Biologic Surveys KW - Cost Assessments KW - Disposal KW - Dredging KW - Endangered Species (Animals) KW - Harbors KW - Marine Surveys KW - Navigation KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Water Quality Assessments KW - Waterways KW - California KW - Oakland Harbor KW - Port of Oakland KW - Endangered Species Act of 1973, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396474?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OAKLAND+INNER+HARBOR+DEEP+DRAFT+NAVIGATION+IMPROVEMENTS%2C+ALAMEDA+COUNTY%2C+CALIFORNIA.&rft.title=OAKLAND+INNER+HARBOR+DEEP+DRAFT+NAVIGATION+IMPROVEMENTS%2C+ALAMEDA+COUNTY%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, San Francisco, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ARKANSAS RIVER AND TRIBUTARIES, GREAT BEND, KANSAS TO TULSA, OKLAHOMA: ARKANSAS CITY, KANSAS FLOOD CONTROL ON THE ARKANSAS AND WALNUT RIVERS. AN - 36392956; 233 AB - PURPOSE: Implementation of a flood control project to protect Arkansas City, Kansas from flood flows of the Arkansas and Walnut rivers is proposed. Arkansas City, which has a population of 13,200, lies at the confluence of the Arkansas and Walnut rivers in the southern portion of the state. A horseshoe-shaped levee, built piecemeal over the past 60 years, provides the city with partial protection from flooding. The preferred flood control project plan would involve raising, strengthening, and extending the existing levee system. Levee height extensions required to reach high ground would extend a total of 4,200 feet. The levee extension would provide protection to the city south of the C Street Canal. Extending the levee along the south side of C Street Canal, however, would encroach on the canal floodplain, causing slightly higher flood stages on the north bank due to increased canal flows. To offset this effect, the C Street Canal would be widened. The plan would also involve enlargement of the Walnut River channel near a refinery, which constitutes a significant restriction of upstream river flows during flood periods; the channel would be enlarged from river mile 0.21 to river mile 2.14. An additional opening in the Summit Street bridge would be needed for the upstream channel to contain the 100-year-frequency flood. The C Street bridge would be replaced, and the Atchison-Topeka and Santa Fe Railroad bridge opening would be widened to a 50-foot bottom width. An internal drainage system, primarily consisting of detention ponds, would be incorporated into the project design. Flood gates would be constructed to carry six roads over the levee, and the abandoned Missouri-Pacific Railroad bridge and fill crossing of the Walnut River would be removed. Cost of the project is estimated at $14.0 million, and the benefit-cost ratio is estimated at 2.3. POSITIVE IMPACTS: By creating a well-planned, uniform levee system on the basis of the existing stopgap system, the project would provide adequate flood protection to the city without incurring excessive construction costs. The potential for high loss of life and property due to extensive flooding of the city would be eliminated or curtailed significantly. Protection would be provided to 1,900 structures, including several industrial structures and 1,780 residences that have been built on a 2,100-acre area within the floodplain. NEGATIVE IMPACTS: Construction of the levee extension and development of ponding areas would require displacement of two residences and three outbuildings, 97 acres of prime farmland, and 37 acres of bottomland timber growing on prime farmland. Project activities would also affect four archaeological sites, three archaeological localities, three historic sites, and five historic localities. LEGAL MANDATES: National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), Public Works Appropriations (P.L. 94-355), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0199D, Volume 8, Number 4. JF - EPA number: 850161, 332 pages, April 18, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Dikes KW - Drainage KW - Dredging KW - Farmlands KW - Fisheries KW - Flood Control KW - Floodplains KW - Forests KW - Historic Sites KW - Railroads KW - Relocations-Property Acquisitions KW - Rivers KW - Waterways KW - Wildlife KW - Arkansas River KW - Kansas KW - Oklahoma KW - Walnut River KW - National Historic Preservation Act of 1966, Archaeologic Sites KW - National Historic Preservation Act of 1966, Historic Sites KW - Public Works Appropriations, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392956?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=U.S.+ROUTE+13+RELIEF+ROUTE%2C+ROUTE+7+TO+U.S.+ROUTE+113%2C+CENTRAL+DELAWARE.&rft.title=U.S.+ROUTE+13+RELIEF+ROUTE%2C+ROUTE+7+TO+U.S.+ROUTE+113%2C+CENTRAL+DELAWARE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Tulsa, Oklahoma; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WILMINGTON HARBOR FEDERAL NAVIGATION PROJECT, DREDGED MATERIAL DISPOSAL AREA, WILMINGTON, NEW CASTLE COUNTY, DELAWARE. AN - 36403500; 229 AB - PURPOSE: Designation of a disposal site is proposed for material dredged from the lower Christina River in Wilmington, Delaware. The river currently is dredged semiannually to maintain the authorized depth of 35 feet in the Wilmington Harbor Federal Navigation Project adjacent to the Wilmington Marine Terminal. The preferred alternative would involve the continued use of the existing Cherry Island site and development of the Wilmington Harbor South site. This latter action would include construction of a dike with an initial elevation for first use of 15.2 Christina River Datum. After the area is filled to maximum capacity for this dike elevation, the dikes would be raised at intervals in lifts of approximately 10 feet to the final level of development. When the area was filled to approximately elevation 20, the dredged material would begin flowing into the Pigeon Point addition to the west of the site. All sludge on the parcel would be removed prior to construction of the disposal area at Wilmington Harbor South. The combined area of the Pigeon Point addition and Wilmington Harbor South available for disposal would be 326 acres. Material required for dike construction would be obtained from an area encompassing a section of the Delaware River Federal Navigation channel, offshore from Cherry Island. POSITIVE IMPACTS: Continued dredging would maintain authorized channel depths so that current and projected waterborne commerce levels at the Port of Wilmington could be accommodated. NEGATIVE IMPACTS: Development of the Wilmington Harbor South site as a disposal area would involve the loss of 326 acres comprising 87 acres of uplands, 12 acres of wetland vegetation, 85 acres of intertidal mudflats, and 142 acres of shallow water. The preferred dike design, however, would replace 49 acres of intertidal and shallow water habitat. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850148, 143 pages, April 12, 1985 PY - 1985 KW - Water KW - Borrow Pits KW - Channels KW - Dikes KW - Disposal KW - Dredging KW - Harbors KW - Section 404(b) Statements KW - Vegetation KW - Wetlands KW - Wildlife Habitat KW - Christina River KW - Delaware KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403500?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WILMINGTON+HARBOR+FEDERAL+NAVIGATION+PROJECT%2C+DREDGED+MATERIAL+DISPOSAL+AREA%2C+WILMINGTON%2C+NEW+CASTLE+COUNTY%2C+DELAWARE.&rft.title=WILMINGTON+HARBOR+FEDERAL+NAVIGATION+PROJECT%2C+DREDGED+MATERIAL+DISPOSAL+AREA%2C+WILMINGTON%2C+NEW+CASTLE+COUNTY%2C+DELAWARE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Philadelphia, Pennsylvania; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 12, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONSTRUCTION OF A BULK COAL AND GRAIN HANDLING FACILITY, THEODORE SHIP CHANNEL, WESTERN SHORE OF MOBILE BAY, MOBILE COUNTY, ALABAMA. AN - 36399523; 223 AB - PURPOSE: Issuance of permits for construction and operation of a combined grain and coal storage and transloading facility on a 233-acre tract adjacent to the Theodore Ship Channel on the western shore of Mobile Bay, in Mobile County, Alabama, is proposed. The facilities would include two ship-berthing areas, a barge-unloading area, docks and bulkheads, loading and unloading equipment, a grain elevator, stockpiling areas for coal, railroad tracks, leachate water treatment basins, and enclosing dikes. The project would require dredging below the high water mark and in the Theodore Ship Channel and filling of Mobile Bay water bottom, tidal wetlands, and adjacent wetlands. Dredged material would be disposed of in an area previously used for deposition of dredged material for the creation of the original Theodore Barge Canal. Maintenance dredging would be required every two years. Ten-year maintenance dredging would require disposal of 1.1 million cubic yards of material. Initial dredging would result in removal of 2.75 million cubic yards of material. Estimated first cost of the project is $6.9 million. POSITIVE IMPACTS: The facilities would accommodate coal and grain commodities shipped into and through the area from the southeast and midwest. These commodities would be transported to the site by barge and rail. Transloading of coal and grain to ships would allow export to foreign countries. The value of annual economic benefits provided by the project would amount to $47.9 million. NEGATIVE IMPACTS: Filling of 8 acres of Mobile Bay water bottom would be required, and an additional 80 acres of bottom would be impacted due to dredging. Approximately 23 acres of brackish marsh would be filled along the Theodore Ship Channel. The project would result in destruction of benthic fauna, epibenthic fauna, avian fauna, and other faunal elements in the affected area. Dredging would result in short-term increases in turbidity. Wetland and upland vegetation would be displaced by project facilities. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0195D, Volume 8, Number 4. JF - EPA number: 850147, 514 pages, April 12, 1985 PY - 1985 KW - Water KW - Agency number: COESAM PDEE-85 001 KW - Bulkheads KW - Channels KW - Coal KW - Dikes KW - Disposal KW - Dredging KW - Emissions KW - Grain KW - Harbor Structures KW - Impact Assessment Methodology KW - Railroads KW - Section 404(b) Statements KW - Vegetation KW - Waterways KW - Wetlands KW - Wildlife KW - Alabama KW - Mobile Bay KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36399523?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONSTRUCTION+OF+A+BULK+COAL+AND+GRAIN+HANDLING+FACILITY%2C+THEODORE+SHIP+CHANNEL%2C+WESTERN+SHORE+OF+MOBILE+BAY%2C+MOBILE+COUNTY%2C+ALABAMA.&rft.title=CONSTRUCTION+OF+A+BULK+COAL+AND+GRAIN+HANDLING+FACILITY%2C+THEODORE+SHIP+CHANNEL%2C+WESTERN+SHORE+OF+MOBILE+BAY%2C+MOBILE+COUNTY%2C+ALABAMA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 12, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL STUDY FOR SARASOTA COUNTY, FLORIDA. AN - 36402523; 230 AB - PURPOSE: Placement of sand along two stretches of beach fronting the Gulf of Mexico in Sarasota County, Florida is proposed to address critical erosion control needs. Specifically, protective beaches would be constructed along a 12,600-foot segment on the central shore of Longboat Key and along a 29,400-foot segment on the shore fronting the city of Venice. In order to maintain both protective beaches, periodic nourishment would be provided to replace beach fill lost to erosion. The Longboat Key project would involve construction of a 50-foot-wide berm with a crest elevation of nine feet above mean sea level (MSL). Initial fill, with eight years' advanced nourishment, would require 1.2 million cubic yards of material. The beach would require renourishment at 8-year intervals with 98,000 cubic yards of fill. Borrow material would be taken from an area 3,000 feet offshore adjacent to the northern half of the beach fill, in depths of 16 feet and greater. The Venice project would involve construction of a 50-foot-wide berm along the first 12,250 feet of shoreline south of Casey's Pass (Venice Inlet) and a 20-foot-wide berm along the remainder of the beach. Crest elevation would be nine feet above MSL except for the area fronting the Venice wastewater treatment plant, where the berm elevation would be increased to 11 feet MSL to provide run-up protection for the plant. Initial fill, with eight years' advanced nourishment, would require 1.3 million cubic yards of material. Periodic nourishment at 8-year intervals would require 458,700 cubic yards of fill. Borrow sources would be located approximately 7,000 feet off the Venice and Caspersen Beach shoreline. Construction cost of the Longboat Key project is estimated at $3.9 million, with annual costs of $412,100 and a benefit-cost ratio of 1.6. Cost of the Venice project is estimated at $7.9 million, with annual costs of $1.0 million and a benefit-cost ratio of 2.3. POSITIVE IMPACTS: Construction and maintenance of protective beaches would restore and periodically replace eroded shoreline in the project area. These beaches would enhance the area's recreational values and potential and would provide a buffer to absorb storm wave energy. The project would restore and maintain potential nesting beaches of endangered sea turtles with proper mitigating measures. NEGATIVE IMPACTS: The project would involve short-term increases in turbidity at borrow sites and along the reconstructed shoreline. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1962 (76 Stat. 1180). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0257D, Volume 8, Number 5. JF - EPA number: 850141, 390 pages, April 9, 1985 PY - 1985 KW - Water KW - Beaches KW - Borrow Pits KW - Dredging KW - Endangered Species (Animals) KW - Erosion Control KW - Recreation Resources KW - Sand KW - Section 404(b) Statements KW - Florida KW - Gulf of Mexico KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1962, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36402523?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=TRUCKEE+MEADOWS+%28RENO-SPARKS+METROPOLITAN+AREA%29%2C+NEVADA.&rft.title=TRUCKEE+MEADOWS+%28RENO-SPARKS+METROPOLITAN+AREA%29%2C+NEVADA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 9, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WEST BEACH PROJECT, HONOULIULI, EWA DISTRICT, ISLAND OF OAHU, HAWAII (DRAFT SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1980). AN - 36389213; 220 AB - PURPOSE: Construction of the 642-acre West Beach resort complex, which includes housing, boating, and recreational features, in Honouliuli of the Ewa District on the island of Oahu, Hawaii is proposed. This supplement to the final environmental impact statement of September 1980 identifies changes in the original project. If the project were fully realized as planned, the development would include 4,000 hotel-condominium units on 86.3 acres, 5,200 residential units on 186.2 acres, 17.8 acres of commercial development, a 42.2-acre marina with 500 berths and supporting facilities, an elementary school on 6.9 acres, a 171.3-acre golf course, a 1.9-acre beach club, 46.8 acres of parks, a 21.8-acre cultural center, a 13.1-acre lagoon system, and 47.9 acres for a circulation system and transit stations. Power would be transmitted to the development via two 46-kilovolt transmission lines. Estimated cost of the project in 1980 dollars is $1.1 billion. POSITIVE IMPACTS: The project would provide living accommodations, recreational benefits, and employment for numerous persons. Development features would include creation of 47 acres of aquatic habitat. NEGATIVE IMPACTS: Approximately 75 acres of terrestrial wildlife habitat would be inundated, and 266 acres of prime farmland and 133 acres of other important agricultural lands would be converted to urban uses. The development would require 4.5 million gallons per day (MGD) of water and would generate 2.5 MGD of sewage effluent. Dredging along the shoreline and within the entrance channel would destroy coral resources in limited areas. All residents would be exposed to aircraft noise, and some residents living in the vicinity of Farrington Highway would be exposed to highway noise in excess of Department of Housing and Urban Development standards. Marina and lagoon development would influence local water quality along the coast, and infiltration would introduce brackish water and nutrient-laden water into the aquifer, possibly violating federal water quality standards. Archaeological sites would be disturbed and destroyed, and a colony of rare plants would be destroyed by marina and golf course development. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 80-0729D, Volume 4, Number 9, and 81-0044F, Volume 5, Number 1, respectively. JF - EPA number: 850142, 296 pages, April 9, 1985 PY - 1985 KW - Urban and Social Programs KW - Archaeological Sites KW - Beaches KW - Commercial Zones KW - Dredging KW - Employment KW - Endangered Species (Plants) KW - Farmlands KW - Harbor Structures KW - Hotels KW - Housing KW - Lagoons KW - Noise Standards Violations KW - Parks KW - Recreation Facilities KW - Resorts KW - Section 404(b) Statements KW - Water Quality Standards Violations KW - Wildlife Habitat KW - Hawaii KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389213?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-09&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WEST+BEACH+PROJECT%2C+HONOULIULI%2C+EWA+DISTRICT%2C+ISLAND+OF+OAHU%2C+HAWAII+%28DRAFT+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1980%29.&rft.title=WEST+BEACH+PROJECT%2C+HONOULIULI%2C+EWA+DISTRICT%2C+ISLAND+OF+OAHU%2C+HAWAII+%28DRAFT+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 9, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SOUTH SLOUGH (CHARLESTON) BRIDGE, CAPE ARAGO HIGHWAY, COOS COUNTY, OREGON. AN - 36393382; 217 AB - PURPOSE: Replacement of the 0.6-mile deteriorating, wooden, swing-span South Slough Bridge, Highway 240, Cape Arago Highway in Coos County, Oregon is proposed. The present bridge provides the primary access to Charleston and is the most frequently opened bridge span in the state. The preferred alternative would be located immediately north of and parallel to the existing bridge. This alignment would take the greatest advantage of existing roadway alignments on either end of the bridge but would limit boat access to the area south of the bridge during the six-week construction period. The low-bridge structure would have a single-leafed bascule opening span and a vertical clearance of 20+ feet at mean high water. The bascule opening would provide 80 feet of horizontal clearance and unlimited vertical clearance in the open position. Intersection configurations would remain largely the same. Project construction would take two years to complete and would cost $6.7 million. POSITIVE IMPACTS: The new bridge would improve traffic operations and would require less maintenance. Safe and economical transportation to Charleston and several state and county parks would be provided. Bicycle access would be improved. Bridge construction could have a significant beneficial impact on the local economy. NEGATIVE IMPACTS: Required rights-of-way would displace four mobile home spaces. The public fishing dock would be displaced; however, the dock would be rebuilt at the location of the existing bridge, under and/or in conjunction with the new structure. The open-span design would perpetuate existing traffic congestion. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0398D, Volume 8, Number 8. JF - EPA number: 850138, 2 volumes, April 5, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-OR-EIS-84-03-F KW - Bridges KW - Central Business Districts KW - Highway Structures KW - Motor Vehicles KW - Recreation Facilities KW - Recreation Resources KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Ships KW - Traffic Control KW - Trails KW - Transportation KW - Waterways KW - Oregon KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Parks KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393382?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PACIFIC+TEXAS+PIPELINE+COMPANY+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.title=PROPOSED+PACIFIC+TEXAS+PIPELINE+COMPANY+PROJECT%2C+CALIFORNIA%2C+ARIZONA%2C+NEW+MEXICO%2C+AND+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Salem, Oregon; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MODIFICATION OF THE FRANCIS E. WALTER DAM AND RESERVOIR, LEHIGH RIVER BASIN, MONROE, CARBON, AND LUZERNE COUNTIES, PENNSYLVANIA. AN - 36387787; 243 AB - PURPOSE: Modification of the Francis E. Walter Dam is proposed as part of a plan for meeting flood control, water supply, and other water resource needs of the Delaware River basin in Monroe, Carbon, and Luzerne counties, Pennsylvania. The project would involve raising the existing dam and dike embankments, construction of a new spillway and intake tower, construction of new maintenance facilities, and relocation of existing Bear Creek Road and Township Road T-553. Specifically, the dam would be raised 30 feet by the downstream raising method, and the normal pool elevation would be raised from 1,300 feet to 1,427 feet. The permanent pool area would be expanded from 90 acres to 1,290 acres. The reservoir would extend from the dam 7.0 miles up the Lehigh River and 4.0 miles up Bear Creek. The new spillway would be located in the right abutment of the dam and would consist of a 675-foot wide ogee weir, a straight discharge channel, and an approach channel flared on both sides at a 15-degree angle. The project also would include development of recreational facilities for fishing, picnicking, boating, hunting, hiking, cross-country skiing, horseback riding, and primitive camping. Total cost of the modification plan is estimated at $1.3 million, and the benefit-cost ratio is 1.4. POSITIVE IMPACTS: The project would provide flow maintenance for consumptive use makeup for the Delaware River basin during drought periods. The available storage capacity of the reservoir would be increased to 70,000 acre-feet, enabling the project to supply 264 cubic feet per second of flow augmentation. The flood control capability of the dam would remain unchanged, and the modified facilities could accommodate a future hydropower project. Recreation facilities would accommodate compatible public use of the larger reservoir and would be designed to preserve and enhance the naturally primitive aspects of the area. NEGATIVE IMPACTS: Road and dike construction would impair 32 acres of wetlands, and reservoir expansion would inundate 1,150 acres of terrestrial wildlife habitat. Pool dewatering during dam modification would result in the loss of the downstream warm-water fishery. Historic and archaeological sites and the scenic Kanar Falls would be inundated by the expanded reservoir. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Watershed Protection and Flood Prevention Act of 1954, as amended (16 U.S.C. 1001 et seq.). JF - EPA number: 850136, 2 volumes, April 3, 1985 PY - 1985 KW - Water KW - Archaeological Sites Surveys KW - Dams KW - Dikes KW - Fisheries KW - Flood Protection KW - Historic Sites Surveys KW - Recreation Facilities KW - Reservoirs KW - Rivers KW - Roads KW - Scenic Areas KW - Section 404(b) Statements KW - Soils Surveys KW - Water Quality Assessments KW - Watersheds KW - Wetlands KW - Wildlife Habitat KW - Delaware River KW - Lehigh River KW - Pennsylvania KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance KW - National Historic Preservation Act of 1966, Archaeologic Sites KW - National Historic Preservation Act of 1966, Historic Sites KW - Watershed Protection and Flood Prevention Act of 1954, as amended, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387787?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-03&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MODIFICATION+OF+THE+FRANCIS+E.+WALTER+DAM+AND+RESERVOIR%2C+LEHIGH+RIVER+BASIN%2C+MONROE%2C+CARBON%2C+AND+LUZERNE+COUNTIES%2C+PENNSYLVANIA.&rft.title=MODIFICATION+OF+THE+FRANCIS+E.+WALTER+DAM+AND+RESERVOIR%2C+LEHIGH+RIVER+BASIN%2C+MONROE%2C+CARBON%2C+AND+LUZERNE+COUNTIES%2C+PENNSYLVANIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Philadelphia, Pennsylvania; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 3, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NEW ORLEANS TO VENICE, PLAQUEMINES PARISH, WEST BANK, LOUISIANA: HURRICANE PROTECTION PROJECT (FINAL SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF JANUARY 1975). AN - 36395112; 190 AB - PURPOSE: Enlargement of 36 miles of back levees from City Price to Venice on the west bank of the Mississippi River and construction of a new levee from Phoenix to river mile 10 (approximately 50 miles) on the east bank in Plaquemines Parish, Louisiana are proposed. The levees would have an average base width of 350 feet, with an average elevation of 15 feet above mean sea level on the west bank and 17 feet above mean sea level on the east bank. The levees would consist of hydraulic clay fill with a sand core. This supplement to the final environmental impact statement of January 1975 addresses project-related impacts to water quality, wetland, shellfish, endangered species, cultural resources, and socioeconomic structures. This assessment only addresses work along the west bank. Cost of the project is estimated at $191.5 million, and the benefit-cost ratio is estimated at 1.9. POSITIVE IMPACTS: The project would provide protection from hurricanes and flooding and would reduce hazards to life and property. NEGATIVE IMPACTS: Alterations in internal drainage facilities and of roads and pipeline crossings over levees would be required. The project would impact 13,915 acres, including 9,170 acres of marsh, 4,224 acres of shallow estuarine open water, 261 acres of shrub land, and 260 acres of old levee. In addition, the project would affect 5 acres of oyster leases and 25 acres of potential oyster leases. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1962 (P.L. 87-874). PRIOR REFERENCES: For the abstracts of the final and the draft supplemental environmental impact statements, see 75-3557F, EIS Cumulative 1970-1976, Volume I, and 84-0202D, Volume 8, Number 4, respectively. JF - EPA number: 850129, 2 volumes, April 2, 1985 PY - 1985 KW - Water KW - Biologic Assessments KW - Coastal Zones KW - Cultural Resources KW - Dikes KW - Drainage KW - Estuaries KW - Fish KW - Flood Control KW - Harbors KW - Section 404(b) Statements KW - Water Quality KW - Wetlands KW - Louisiana KW - Mississippi River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1962, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395112?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NEW+ORLEANS+TO+VENICE%2C+PLAQUEMINES+PARISH%2C+WEST+BANK%2C+LOUISIANA%3A+HURRICANE+PROTECTION+PROJECT+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1975%29.&rft.title=NEW+ORLEANS+TO+VENICE%2C+PLAQUEMINES+PARISH%2C+WEST+BANK%2C+LOUISIANA%3A+HURRICANE+PROTECTION+PROJECT+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1975%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: April 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FLOOD CONTROL ON MCGRATH CREEK, WICHITA FALLS, TEXAS (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF MARCH 1979). AN - 36382087; 194 AB - PURPOSE: Flood control measures are proposed for McGrath Creek, Wichita Falls, Texas as part of the Lake Wichita-Holliday Creek project discussed in the final environmental impact statement of March 1979. This draft supplement to the final statement addresses only the McGrath Creek aspect of the project. The preferred alternative would involve construction of a 3,600-foot rectangular concrete-lined channel with a 35-foot bottom width along McGrath Creek between Sikes Lake and the confluence with Holliday Creek. A new spillway at Sikes Lake would be constructed approximately 700 feet north of the existing spillway, which would be removed. The improved channel generally would follow the existing creek alignment from a drop structure downstream of Weeks Park Drive. The spillway would be a vertical-wall concrete structure with the crest at elevation 960 and a crest width of 110 feet. First cost of the project is estimated at $7.4 million, and the benefit-cost ratio is 1.9. POSITIVE IMPACTS: The project would provide a 100-year level of flood protection for an area along McGrath Creek between Sikes Lake and its confluence with Holliday Creek, an area accounting for 79 percent of the average annual flood damages in the McGrath Creek watershed. The project also would reduce the 100-year water surface elevation in Sikes Lake by 1.4 feet. NEGATIVE IMPACTS: The project would destroy remaining terrestrial habitat in or adjacent to the stream below Sikes Lake and would result in the loss of the remaining aquatic habitat in the stream. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the final environmental impact statement, see 81-0322F, Volume 5, Number 4. JF - EPA number: 850133, 229 pages, April 2, 1985 PY - 1985 KW - Water KW - Channels KW - Creeks KW - Dams KW - Disposal KW - Fisheries KW - Flood Control KW - Lakes KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Wildlife Habitat KW - McGrath Creek KW - Sikes Lake KW - Texas KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382087?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-04-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=THIRD+HARBOR+TUNNEL%2C+INTERSTATE+90%2FCENTRAL+ARTERY%2C+INTERSTATE+93%2C+BOSTON%2C+MASSACHUSETTS.&rft.title=THIRD+HARBOR+TUNNEL%2C+INTERSTATE+90%2FCENTRAL+ARTERY%2C+INTERSTATE+93%2C+BOSTON%2C+MASSACHUSETTS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Tulsa, Oklahoma; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: April 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Use of Two-Dimensional Flow Model to Quantify Aquatic Habitat AN - 19460052; 7891291 AB - This paper describes the use of a numerical two-dimensional flow model to evaluate the impacts of potential hydropower retrofits on downstream flow distributions at Lock and Dam No. 8 on the upper Mississippi River. The model used (RMA-2) solves the complete Reynolds equations for two-dimensional free-surface flow in the horizontal plane using a finite element solution scheme. RMA-2 has been in continuing use and development at the Hydrologic Engineering Center and elsewhere for the past decade, although designed primarily for the simulation of hydraulic conditions, RMA-2 may be used in conjunction with related numerical models to simulate sediment transport and water quality. In this study, velocity distributions were evaluated with regard to environmental, navigational and small-boat safety considerations. Aquatic habitat was defined by depth, substrate type and current velocity. Habitat types were quantified by measuring the areas between calculated contours of velocity magnitude (isotachs) for existing and project conditions. The capability for computing and displaying isotachs for the depth-average velocity, velocity one foot from the bottom and near the water surface was developed for this study. The product of this study effort is an application of the RMA-2 model that allows prediction of structural aquatic habitat in hydraulically complex locations. Elements of the instream flow group methodology could be incorporated to provide detailed predictions of impacts of habitat quality. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M AU - Wilcox, D B Y1 - 1985/04// PY - 1985 DA - April 1985 SP - 18 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; ASFA 1: Biological Sciences & Living Resources KW - Prediction KW - water quality KW - Hydraulics KW - Surface water KW - hydroelectric power KW - Water quality KW - Environmental factors KW - Habitats KW - Hydrologic Models KW - River Flow KW - Sediment transport KW - Modelling KW - Locks KW - Mathematical models KW - River discharge KW - Velocity KW - Simulation KW - Habitat KW - Civil Engineering KW - North America, Mississippi R. KW - safety engineering KW - Aquatic Habitats KW - downstream KW - Q2 09283:Soil mechanics KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution KW - Q1 08101:General works UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460052?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Pollution+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M%3BWilcox%2C+D+B&rft.aulast=Gee&rft.aufirst=D&rft.date=1985-04-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=Use+of+Two-Dimensional+Flow+Model+to+Quantify+Aquatic+Habitat&rft.title=Use+of+Two-Dimensional+Flow+Model+to+Quantify+Aquatic+Habitat&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - US 27 FROM LANSING TO ITHACA, CLINTON AND GRATIOT COUNTIES, AND SAINT JOHNS BUSINESS ROUTE, CLINTON COUNTY, MICHIGAN. AN - 36384289; 178 AB - PURPOSE: The construction of 33.6 miles of four-lane freeway (US 27) extending from Interstate 69 (I-69) north of Lansing through portions of Clinton and Gratiot counties to Ithaca, Michigan is proposed. The rural freeway facility would have two 12-foot lanes in each direction, shoulders, a median, three interchanges, and a grade separation structure and would cross the Maple River on a bridge structure. Approximately 16 acres of private land would be purchased to mitigate the removal of land from the Maple River State Game area. POSITIVE IMPACTS: The freeway section would complete the US 27 freeway from the Michigan-Indiana state line to Sault Sainte Marie at the Canadian border. The movement of vacationers and commodities through the area would be accommodated with greater efficiency and ease. The facility would create opportunities for planned development and would improve the area's attractiveness for new types of economic growth. Completion of the facility would reduce vehicle operating costs, decrease accident rates and costs, improve emergency service responsiveness, and ease the movement of farm equipment through the use of an overpass. NEGATIVE IMPACTS: The rights-of-way requirements would remove 10.3 acres from the 310-acre Maple River State Game area. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstracts of the first final and draft supplemental EISs, see 77-0585D, Volume 1, Number 6, and 81-0894D, Volume 5, Number 11, respectively. JF - EPA number: 850128, 4 volumes, March 29, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MICH-EIS-77-02-F KW - Bridges KW - Highway Structures KW - Highways KW - Land Acquisitions KW - Preserves KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Traffic Control KW - Transportation KW - Maple River State Game Area KW - Michigan KW - Department of Transportation Act of 1966, Refuges KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384289?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-11-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=EDISON+BRIDGE+REPLACEMENT%2C+BUSINESS+U.S.+41+%28STATE+ROAD+739%29+FROM+MARKET+STREET+IN+FORT+MYERS+TO+MARIANA+AVENUE+IN+NORTH+FORT+MYERS%2C+LEE+COUNTY%2C+FLORIDA%3A+STATE+PROJECT+NO.+12001-1511%2C+FEDERAL+AID+PROJECT+NO.+BRM-671%282%29%2C+WORK+PROGRAM+ITEM+NO.+1114459.&rft.title=EDISON+BRIDGE+REPLACEMENT%2C+BUSINESS+U.S.+41+%28STATE+ROAD+739%29+FROM+MARKET+STREET+IN+FORT+MYERS+TO+MARIANA+AVENUE+IN+NORTH+FORT+MYERS%2C+LEE+COUNTY%2C+FLORIDA%3A+STATE+PROJECT+NO.+12001-1511%2C+FEDERAL+AID+PROJECT+NO.+BRM-671%282%29%2C+WORK+PROGRAM+ITEM+NO.+1114459.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 29, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LAND TREATMENT PLAN, WOLF AND LOOSAHATCHIE RIVER BASINS, TENNESSEE AND MISSISSIPPI. AN - 36395026; 157 AB - PURPOSE: Land treatment measures are proposed for the 994,800-acre Wolf and Loosahatchie river basins in Fayette, Hardeman, Haywood, Shelby, and Tipton counties, Tennessee, and in Benton, Marshall, and Tippah counties, Mississippi. The preferred alternative would increase erosion control practices on 130,690 cropland acres, 2,320 acres of gullies and degrading ditches, and 840 acres of roadbanks. Practices for cropland would include rotations, no till, strip cropping, terrace systems, and conversions to hay production and trees. Installation cost for land treatment practices on cropland is estimated at $11.2 million. Land treatment measures for stabilization of gullies and degrading ditches would include sediment basins, shaping, and vegetative planting. Installation cost for gully and ditch treatment is estimated at $927,600. Practices for control of eroding roadbanks would involve shaping and vegetative planting, with an installation cost of $822,320. The average annual cost for all practices, including operation and maintenance, is estimated at $1.0 million, and the average annual benefits are estimated at $5.1 million. POSITIVE IMPACTS: The land treatment plan would provide adequate protection for 133,850 upland acres and would reduce annual gross erosion by 9.9 million tons. Approximately 31,000 acres of cropland would be converted to grass and trees, reducing topsoil losses. Farming efficiency and profits would be enhanced. Water quality would be improved, and wildlife food and cover sources would be increased. NEGATIVE IMPACTS: The draft environmental impact statement reports no adverse effects to the environment due to the proposed land treatment measures. LEGAL MANDATES: Public Law 87-639. JF - EPA number: 850122, 2 volumes, March 28, 1985 PY - 1985 KW - Land Use KW - Conservation KW - Erosion Control KW - Farmlands KW - Fisheries KW - Land Management KW - Sediment Control KW - Vegetation KW - Water Quality KW - Wildlife Habitat KW - Loosahatchie River KW - Mississippi KW - Tennessee KW - Wolf River KW - Public Law 87-639, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395026?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LAND+TREATMENT+PLAN%2C+WOLF+AND+LOOSAHATCHIE+RIVER+BASINS%2C+TENNESSEE+AND+MISSISSIPPI.&rft.title=LAND+TREATMENT+PLAN%2C+WOLF+AND+LOOSAHATCHIE+RIVER+BASINS%2C+TENNESSEE+AND+MISSISSIPPI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Agriculture, Soil Conservation Service, Nashville, Tennessee; DA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: March 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LOUISIANA COASTAL AREA, FRESHWATER DIVERSION TO BARATARIA AND BRETON SOUTH BASINS, LOUISIANA (FEASIBILITY REPORT). AN - 36387520; 189 AB - PURPOSE: Implementation of a plan to divert freshwater into the basins of Barataria Bay and Breton Sound in Louisiana is proposed. The study area, which contains two of the state's most highly productive estuaries and 13 percent of the nation's wetlands, encompasses 3,750 square miles of land. The area is bounded by the Bayou Lafourche on the west; the Gulf of Mexico on the south; and the Mississippi River, Bayou La Loutre, and the Mississippi River/Gulf of Mexico outlet on the north and east. The plan would involve construction of a water control structure and appurtenant channels on the east bank of the Mississippi River to divert river flow into the Breton Sound Basin at Big Mar and a water control structure and appurtenant channels on the west bank of the river to divert river flow into Barataria Basin at Davis Pond. The diversion facilities at Big Mar would consist of a 100-foot-long multicell box culvert control structure with nine 5- by 20-foot cells in the Mississippi River levee, an inlet channel 800 feet long with a bottom 200 feet wide, an 8,100-foot outlet channel with a bottom 180 feet wide, and a 2-mile dike with a 5-foot crown along the west bank of Caernarvon Canal to prevent diverted flows from entering the canal. The diversion facilities at Davis Pond would include a 240-foot-long multicell box culvert control structure with six 15- by 15-foot cells in the Mississippi River levee, a 520-foot inlet channel with a bottom 200 feet wide, a 175-acre dredged material disposal area, a 7,425-acre overflow area, five 250-foot-long weirs, a 4,000-foot-long drainage canal with a bottom 5 feet wide along the east side of Willowdale Boulevard, a pumping station at the intersection of the new drainage canal and the access canal south of U.S. Highway 90, an additional pump at the St. Charles Parish pumping station on Cousin Canal, and clearing and snagging of 7.9 miles of drainage canals. Sections of 3 roads, 3 railroads, and 10 pipelines would be altered. Cost of the project is estimated at $47.4 million, and annual operation and maintenance of the facilities will cost $455,000. The project's benefit-cost ratio is estimated at 3.3. POSITIVE IMPACTS: Diversion of freshwater into the two basins would reduce saltwater intrusion to save approximately 99,200 acres of wetlands and associated fish and wildlife habitat. Enhancement of commercial fisheries and wildlife habitat would provide benefits worth $15.2 million annually, and enhancement of sport fishing and hunting values would provide annual benefits worth $570,000. The state's annual average harvest of estuarine products would increase by 64 percent, and the national harvest would increase by 25 percent. NEGATIVE IMPACTS: Excavation of structures and channels would require 400 acres of terrestrial habitat and 288 acres of aquatic habitat. Introduction of water containing pollutants and water of a significantly lower temperature than that in the estuaries could result in some degradation of the basins. Approximately 109 acres of marsh and 122 acres of hardwood forest would be lost due to construction activities. Archaeological sites along bayous Bois Piquant and Verret could be damaged. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0410D, Volume 8, Number 8. JF - EPA number: 850119, 4 volumes, March 28, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Dikes KW - Disposal KW - Diversion Structures KW - Dredging KW - Estuaries KW - Fisheries KW - Forests KW - Land Acquisitions KW - Navigation KW - Pipelines KW - Salinity KW - Section 404(b) Statements KW - Water Quality Assessments KW - Waterways KW - Wetlands KW - Wildlife KW - Barataria Sound KW - Breton Sound KW - Louisiana KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387520?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LOUISIANA+COASTAL+AREA%2C+FRESHWATER+DIVERSION+TO+BARATARIA+AND+BRETON+SOUTH+BASINS%2C+LOUISIANA+%28FEASIBILITY+REPORT%29.&rft.title=LOUISIANA+COASTAL+AREA%2C+FRESHWATER+DIVERSION+TO+BARATARIA+AND+BRETON+SOUTH+BASINS%2C+LOUISIANA+%28FEASIBILITY+REPORT%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WAIKOLOA BEACH RESORT ANCHIALINE PONDS, WAIKOLOA, SOUTH KOHALA DISTRICT, ISLAND OF HAWAII, HAWAII. AN - 36392856; 186 AB - PURPOSE: Creation of a recreational lagoon is proposed for the Waikoloa beach resort on the island of Hawaii. The work would be performed in conjunction with plans to develop a major resort complex in the Waikoloa beach resort area. The proposed action would involve excavation of a five-acre lagoon adjacent to Waiulua Bay and filling in of the remaining anchialine ponds on the Waikoloa beach resort properties. Hotel and related resort facilities would be constructed partly or wholly atop the filled ponds. A new 12-acre anchialine pond preservation area would be created within the resort area. POSITIVE IMPACTS: The resort development would increase employment opportunities and economic activity in Hawaii County and would serve as a major tourist destination. The lagoon would serve as a safe recreation area along the shoreline, and the fill would raise the habitable structures above the estimated tsunami inundation level. NEGATIVE IMPACTS: The proposed action would decrease the number of anchialine ponds, a unique type of aquatic ecosystem containing unique organisms. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 850117, 187 pages, March 26, 1985 PY - 1985 KW - Water KW - Coastal Zones KW - Employment KW - Flood Protection KW - Hotels KW - Lagoons KW - Landfills KW - Marine Systems KW - Recreation Facilities KW - Resorts KW - Section 404(b) Statements KW - Site Planning KW - Water Resources KW - Wetlands KW - Hawaii KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392856?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WAIKOLOA+BEACH+RESORT+ANCHIALINE+PONDS%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII%2C+HAWAII.&rft.title=WAIKOLOA+BEACH+RESORT+ANCHIALINE+PONDS%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII%2C+HAWAII.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Honolulu, Hawaii; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: March 26, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONSTRUCTION COMPLETION OF THE SECTION 107 PROJECT AT THE OGDENSBURG BRIDGE AND PORT AUTHORITY TERMINAL, OGDENSBURG HARBOR, SAINT LAWRENCE COUNTY, NEW YORK (SUPPLEMENTAL REPORT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1982). AN - 36393316; 193 AB - PURPOSE: The deepening of existing federal and nonfederal channels and the extension of a pier structure within Ogdensburg Harbor on the Saint Lawrence Seaway in Saint Lawrence County, New York, are proposed. The harbor lies west of Massena, approximately 60 miles downstream of Lake Ontario. The preferred project plan would involve extension of the 100-foot-wide nonfederal channel to a point 600 feet west of the existing pier at a depth of 27 feet below low water datum (LWD) and deepening of the 200-foot-wide federal channel to 27 feet below LWD from the channel apron at the Saint Lawrence River to a point 600 feet west of the existing pier. Approximately 65,000 cubic feet of material would be removed from the Lower East Entrance Channel, which encompasses the two channels. This supplemental report to the final environmental impact statement of August 1982 notes that dredging operations are approximately 70 percent complete but that some dredging will be required in the spring of 1985 in addition to the preferred late summer and fall dredging schedule. Dredging operations would resume as soon as possible after the winter and would either be completed by mid-April 1985 or be completed in the allowable time frame after August 1, 1985. Dredged material would be dumped in a 10-acre confined upland site along the river. The Ogdensburg Bridge and Port Authority pier would be extended by 600 feet to realize maximum benefits available from the extended channel. Nonfederal interests would construct a new 600-foot-long dock face as an extension of the existing port terminal dock. Maintenance of the project would require dredging operations to recur at ten-year intervals. First cost of the project is estimated at $5.1 million, and the benefit-cost ratio is estimated at 1.63. POSITIVE IMPACTS: By improving navigation within the harbor, the project would reduce transportation costs per ton and increase trip capacity. Some opportunity for increased employment within the immediate community would be realized. If dredging were completed during March to mid-April 1985, no substantial adverse impacts to water resources would occur. NEGATIVE IMPACTS: Dredging would release pollutants contained in harbor sediments into the local water column, temporarily degrading water quality within the harbor. The artificial wetland created at the upland disposal site would be affected, since disposal of dredged material would destroy existing wetland vegetation; vegetation would recolonize the site during the intervals between dredging and disposal operations. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1960, as amended (P.L. 86-645). PRIOR REFERENCES: For the abstract of the final EIS, see 83-0165F, Volume 7, Number 3. JF - EPA number: 850116, 6 pages, March 25, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Disposal KW - Dredging KW - Geologic Surveys KW - Harbor Structures KW - Harbors KW - Navigation KW - Section 404(b) Statements KW - Sediment Assessments KW - Socioeconomic Assessments KW - Waterways KW - New York KW - Ogdensburg Harbor KW - Saint Lawrence River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1960, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393316?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-25&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONSTRUCTION+COMPLETION+OF+THE+SECTION+107+PROJECT+AT+THE+OGDENSBURG+BRIDGE+AND+PORT+AUTHORITY+TERMINAL%2C+OGDENSBURG+HARBOR%2C+SAINT+LAWRENCE+COUNTY%2C+NEW+YORK+%28SUPPLEMENTAL+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.title=CONSTRUCTION+COMPLETION+OF+THE+SECTION+107+PROJECT+AT+THE+OGDENSBURG+BRIDGE+AND+PORT+AUTHORITY+TERMINAL%2C+OGDENSBURG+HARBOR%2C+SAINT+LAWRENCE+COUNTY%2C+NEW+YORK+%28SUPPLEMENTAL+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1982%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 25, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MARYLAND ROUTE 43 EXTENDED (WHITEMARSH BOULEVARD) FROM WEST OF U.S. ROUTE 1 TO INTERSTATE 95 AND U.S. ROUTE 1 (BELAIR ROAD) IMPROVEMENTS FROM INTERSTATE ROUTE 695 TO NORTH OF SILVER SPRING ROAD, BALTIMORE COUNTY, MARYLAND. AN - 36387390; 177 AB - PURPOSE: Provision of a western extension of existing Maryland Route (MD) 43 from Interstate 95 (I-95) to a connection with I-695 (Baltimore Beltway) and improvements to U.S. 1 (Belair Road) from I-695 to north of Silver Spring Road are proposed. The study area is located in the Perry Hall/White Marsh area, northeast of Baltimore, in southeast Baltimore County, Maryland; it is bound by Avondale Road to the west, I-95 to the east, I-695 to the south, and Joppa Road to the north. Eight alternatives were developed for MD 43; two alternatives were developed for U.S. 1. The preferred alternative for MD 43 would provide a six-lane, cubed, divided highway with a 30-foot median between existing MD 43 at Honeygo Boulevard and U.S. 1, transitioning to a four-lane divided highway with a 30-foot median from west of U.S. 1 to a partial connection with I-695 between Avondale Road and Putty Hill Avenue. This alignment passes beneath U.S. 1 between the Ridge Lumber Company and the Sunrise Trailer Park. Two access ramps would be constructed between U.S. 1 and MD 43. The two U.S. 1 alternatives would upgrade the road to either a six-lane divided highway with auxiliary turn lanes at major intersections or a seven-lane highway with a continuous center left-turn lane. No preferred alternative has been selected. Rights-of-way, relocation, and construction costs for the MD 43 project and U.S. 1 project are $6.3 million, $126,000, and $31.4 million, respectively, and for the U.S. 1 project, $5.0 million to $5.3 million, $327,000 to $335,000, and $7.8 million to $8.0 million, respectively. POSITIVE IMPACTS: Construction of the MD 43 extension and improvement of U.S. 1 would provide adequate access to an area designated for planned growth by Baltimore County and would relieve existing congestion problems along major routes in the area. Development would follow construction of the highway, providing local employment for residents of White Marsh, and raising the town's tax base. NEGATIVE IMPACTS: The MD 43 project would require displacement of two residences, one business, and 2.5 acres of agricultural land. Land acquisition would involve 7.3 acres of 100-year floodpain, 79.7 acres of woodland, and 19.9 acres of old field habitat. Five new stream crossings would be required, as well as realignment of approximately 1,940 feet of existing stream channel. U.S. 1 improvements would displace 19 to 20 residences, 4 to 6 businesses, and the Waldman House, which is a historic site eligible for inclusion on the National Register of Historic Places, and would require 0.5 acres of 100-year floodplain for fill slopes. One site, a residence, would experience noise levels exceeding federal standards. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0232D, Volume 8, Number 5. JF - EPA number: 850110, 220 pages, March 21, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MD-EIS-84-01-F KW - Creeks KW - Farmlands KW - Floodplains KW - Highways KW - Historic Sites KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Transportation KW - Wildlife Habitat KW - Maryland KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Historic Sites KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387390?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WAIKOLOA+BEACH+RESORT%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII+%28INFORMATIONAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1985%29.&rft.title=WAIKOLOA+BEACH+RESORT%2C+WAIKOLOA%2C+SOUTH+KOHALA+DISTRICT%2C+ISLAND+OF+HAWAII+%28INFORMATIONAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1985%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Baltimore, Maryland; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PEARL RIVER BASIN, SLIDELL, LOUISIANA AND PEARLINGTON, MISSISSIPPI, INTERIM REPORT ON FLOOD CONTROL. AN - 36385599; 188 AB - PURPOSE: Flood-protection measures are proposed for the 65,000-acre Pearl River Basin, located in St. Tammany Parish, Louisiana and Hancock County, Mississippi. The 200-year design plan would cover 9,173 acres extending from north of Interstate 10 to south of U.S. 190. The system would include 15.0 miles of levees; three major floodgates equipped with 15-, 50-, and 250-cubic-feet-per-second pumping plants; a total of 1,774 acres of sump storage area; and 14 minor slide-gate structures. In addition, boat launching and parking facilities would be provided adjacent to the Doubloon Bayou structure to provide access to portions of the bayou isolated by the project. Total first cost of the project is estimated at $20.3 million, and the benefit-cost ratio is 1.35. POSITIVE IMPACTS: The preferred alternative would protect 9,173 acres in the Slidell-Pearlington area from 200-year or greater frequency floods and would provide total annual benefits of $2.9 million. NEGATIVE IMPACTS: Approximately 178 acres of privately owned land would be required for levee construction and would be removed from the tax base. The 1,774 acres required for sump storage could not be developed. The project would result in the loss of one acre of aquatic habitat and 29 acres of wetlands. Wildlife habitat would be altered, with an accompanying change in species composition. The project also would remove approximately 1,400 acres from the 100-year floodplain. Four cemeteries and two possible historic gravesites could be affected. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850112, 412 pages, March 21, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Cost Assessments KW - Dikes KW - Drainage KW - Fisheries Surveys KW - Flood Protection KW - Floodplains KW - Geologic Surveys KW - Historic Sites KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Pumping Plants KW - Rivers KW - Section 404(b) Statements KW - Socioeconomic Surveys KW - Soils Surveys KW - Wetlands KW - Wildlife KW - Wildlife Habitat KW - Louisiana KW - Mississippi KW - Pearl River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385599?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-21&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PEARL+RIVER+BASIN%2C+SLIDELL%2C+LOUISIANA+AND+PEARLINGTON%2C+MISSISSIPPI%2C+INTERIM+REPORT+ON+FLOOD+CONTROL.&rft.title=PEARL+RIVER+BASIN%2C+SLIDELL%2C+LOUISIANA+AND+PEARLINGTON%2C+MISSISSIPPI%2C+INTERIM+REPORT+ON+FLOOD+CONTROL.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Vicksburg, Mississippi; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: March 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - IMPROVEMENT OF INTERSTATE HIGHWAY ROUTE 5 IN SHASTA COUNTY, FROM 1.6 MILES NORTH OF THE LAKEHEAD UNDERCROSSING TO 1.2 MILES NORTH OF SHOTGUN CREEK, CALIFORNIA. AN - 36385384; 171 AB - PURPOSE: Construction of 12.9 miles of freeway in Shasta County, California is proposed to close a gap in Interstate 5 (I-5). The project, which is located approximately 30 miles north of Redding, would extend from a point 1.6 miles north of Lakehead Undercrossing to a point 1.2 miles north of Shotgun Creek. The project would involve improvement or relocation of a segment of expressway. At-grade access would be eliminated, and controlled access would be provided via interchanges at Vollmers, La Moine, Baker Road, and Gibson. An overcrossing would be constructed to separate The Gables from the I-5 segment. Local access would be provided via frontage roads connecting interchanges and the overcrossing. A typical cross-section of the freeway would consist of four 12-foot travel lanes, 10-foot outside shoulders, 5-foot inside shoulders, and a 30-foot median. Design speed would be 60 miles per hour. Estimated total cost of the project is $74.1 million. POSITIVE IMPACTS: By closing the freeway gap, the project would complete I-5, significantly reducing the accident rate on the affected segment and enhancing travel on one of the most important transportation and communications corridors on the Pacific Coast. NEGATIVE IMPACTS: Rights-of-way requirements would displace three state-owned rental residences, and timberland and associated wildlife habitat within the Sacramento River floodplain would be lost due to encroachment on the floodplain. Plant species under consideration for designation as rare and endangered would be destroyed. Archaeological sites would be disturbed, and one historic site could be impacted; these sites could be eligible for inclusion in the National Register of Historic Places. Area aesthetics could be degraded, and one commercial establishment could suffer due to removal of traffic from its vicinity. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11988, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0582D, Volume 7, Number 11. JF - EPA number: 850100, 267 pages, March 15, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-CA EIS-83-11-F KW - Archaeological Sites KW - Endangered Species (Plants) KW - Floodplains KW - Forests KW - Highway Structures KW - Highways KW - Historic Sites KW - Section 4(f) Statements KW - Section 404(b) Statements KW - California KW - Department of Transportation Act of 1966, Archaeologic Sites KW - Department of Transportation Act of 1966, Historic Sites KW - Executive Order 11988, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385384?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=IMPROVEMENT+OF+INTERSTATE+HIGHWAY+ROUTE+5+IN+SHASTA+COUNTY%2C+FROM+1.6+MILES+NORTH+OF+THE+LAKEHEAD+UNDERCROSSING+TO+1.2+MILES+NORTH+OF+SHOTGUN+CREEK%2C+CALIFORNIA.&rft.title=IMPROVEMENT+OF+INTERSTATE+HIGHWAY+ROUTE+5+IN+SHASTA+COUNTY%2C+FROM+1.6+MILES+NORTH+OF+THE+LAKEHEAD+UNDERCROSSING+TO+1.2+MILES+NORTH+OF+SHOTGUN+CREEK%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Sacramento, California; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED PLAN FOR NAVIGATION IMPROVEMENT, WEST BASIN AND APPROACH CHANNEL, CANAVERAL HARBOR, FLORIDA (DRAFT SUPPLEMENT TO THE DRAFT ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1984). AN - 36384408; 185 AB - PURPOSE: The implementation of structural improvements for Canaveral Harbor, a manmade deepwater port on the south shoreline of Cape Canaveral, located in Brevard County, Florida, is proposed. The preferred plan would involve construction of a full West Turning Basin and an access channel. Dimensions of the basin would be approximately 1,300 feet by 2,200 feet, with a depth of 31 feet mean low water (mlw), and the channel would be approximately 3,000 feet long with a bottom width of 400 feet and a depth of 31 feet mlw. Approximately 1.6 million cubic yards of excavated sand suitable for port development would be placed in diked areas. The remaining 1.3 million cubic yards of silt and clay would be placed in a designated offshore disposal site. The 99-acre main inland disposal area would be located immediately north and west of the West Turning Basin. The offshore disposal site would be located four miles east of Cocoa Beach, centered on 28 degrees, 18 minutes, 41 seconds north latitude, and 80 degrees, 30 minutes, 50 seconds west longitude. This site would be used for disposal of material excavated in future maintenance operations. This draft supplement to the draft EIS of October 1984 considers alternative plans to mitigate fish and wildlife losses caused by the project. Under the preferred mitigation plan, the impounded Sykes Creek marshes would be reconnected with the Banana River and Indian River estuarine systems by constructing water diversion weirs in the east and west perimeter canals at Hall Road along the north impoundment and installing twin 36-inch gated culverts at 8 locations in the existing north impoundment levees and at 18 locations in the south impoundment levees. The 20-acre county-owned impoundment south of Sykes Creet Parkway would be excluded. Approximately four acres of shallow-water habitat would be created in the western four spoil areas in the Banana River just north of State Route 528. A management plan for mosquito control and for fish and wildlife use could be implemented. POSITIVE IMPACTS: Harbor improvements would allow the port to meet the expanding shipping and cruise passenger requirements imposed by the rapidly developing area it serves. The mitigation plan would enable the Sykes Creek marsh impoundments to function again as spawning and nursery areas for marine invertebrates and fishes and as a source of organic detritus for the adjacent estuarine waters. NEGATIVE IMPACTS: Construction activity could inconvenience the commercial fishing fleet temporarily, and expanding ocean commerce would force displacement of the fleet from the West Basin. Dredging of the western basin and the approach channel would significantly reduce use of the basin by birds, invertebrates, fish, and the endangered manatee. Disposal at the land site would destroy site vegetation and disrupt wildlife habitat, including that of the endangered woodstork. Widening of the access channel would eliminate six acres of mangroves and convert this intertidal wetland into a very deep water habitat. Sykes Creek water is more saline and contains higher concentrations of nutrients, nitrogen, and phosphorous than the estuarine waters. Introduction of Sykes Creek waters into the estuarine environment could alter the characteristics of the marsh vegetation and reduce the value of the marsh as a wading bird feeding habitat. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor and Flood Control Act of 1962 (P.L. 87-874). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0560D, Volume 8, Number 11. JF - EPA number: 850102DS-1, 163 pages, March 15, 1985 PY - 1985 KW - Water KW - Birds KW - Channels KW - Diversion Structures KW - Dredging KW - Endangered Species (Animals) KW - Fisheries KW - Harbor Improvements KW - Landfills KW - Marine Systems KW - Navigation KW - Ocean Dumping KW - Pipelines KW - Section 404(b) Statements KW - Vegetation KW - Weirs KW - Wetlands KW - Wildlife Habitat KW - Florida KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1962, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384408?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-15&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+PLAN+FOR+NAVIGATION+IMPROVEMENT%2C+WEST+BASIN+AND+APPROACH+CHANNEL%2C+CANAVERAL+HARBOR%2C+FLORIDA+%28DRAFT+SUPPLEMENT+TO+THE+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1984%29.&rft.title=PROPOSED+PLAN+FOR+NAVIGATION+IMPROVEMENT%2C+WEST+BASIN+AND+APPROACH+CHANNEL%2C+CANAVERAL+HARBOR%2C+FLORIDA+%28DRAFT+SUPPLEMENT+TO+THE+DRAFT+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1984%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonville, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: March 15, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LONG-RANGE PLAN FOR DISPOSAL OF DREDGED MATERIAL FROM THE UPPER MOBILE HARBOR, ALABAMA (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1974). AN - 36394025; 182 AB - PURPOSE: The disposal of dredged material resulting from maintenance dredging of navigation channels within Mobile Bay, Mobile County, Alabama, is proposed in this draft supplement to the final EIS of July 1974. Currently, the three existing disposal sites of North and South Blakeley islands and North Pinto Island receive approximately 2.8 million cubic yards of dredged material on a biennial dredging cycle basis, a rate that interferes with dewatering and compaction of the dredged material. Five alternatives are under consideration. Alternative A involves retaining the existing sites and raising the height of the diked areas. Unit cost per cubic yard of dredged material would be $2.50. Under Alternative B, the existing 238-acre Alcoa bauxite disposal facility on Blakeley Island would receive 664,600 cubic yards of dredged material annually and the remainder would continue to go to the existing disposal sites. Unit cost for disposal would be $1.86 per cubic yard. Alternative C would involve establishment of a new 1,000-acre unconfined open-water site on bay bottom in the northern bay near Hermit Island (Battery McIntosh). An annual average amount of 664,000 cubic yards of dredged material would be delivered by floating pipeline, and the remaining 765,400 cubic yards would be placed in the existing disposal sites. Unit cost of this alternative would be $1.93 per cubic yard of dredged material. Under Alternative D, the existing diked disposal areas would receive some dredged material from the Upper Mobile Harbor, while the rest of the material would be placed in an unconfined open-water disposal area currently used for disposal of dredged material from the adjacent Mobile Ship Channel. Disposal of material from this ship channel would be stepped down to disposal areas further south. Unit cost of this alternative would be $2.57 per cubic yard of dredged material. Alternative E would involve disposal of all dredged material at two open-water sites, designated Mobile-north and Mobile-south, in the Gulf of Mexico, at a unit cost of $2.57 per cubic yard of dredged material. POSITIVE IMPACTS: Alternatives B through E would create disposal sites providing 40 years of disposal capacity. NEGATIVE IMPACTS: Alternative A would offer only 10 years of disposal capacity, and Alternative E would be cost-effective for Upper Mobile Harbor sediments only if the channel-deepening project were implemented. Alternative B would involve the loss of 238 acres of previously altered marginal wetlands habitat. Alternative C would alter 1,000 to 1,400 acres of bay bottom habitat, and Alternative D would increase the frequency of disturbances at mid-bay disposal sites. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the final environmental impact statement, see 76-4485F, EIS Cumulative 1970-1976, Volume 1. JF - EPA number: 850097, 161 pages, March 13, 1985 PY - 1985 KW - Wastes KW - Bays KW - Biologic Surveys KW - Channels KW - Disposal KW - Dredging KW - Marine Systems KW - Pipelines KW - Section 404(b) Statements KW - Wetlands KW - Alabama KW - Gulf of Mexico KW - Mobile Bay KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394025?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LONG-RANGE+PLAN+FOR+DISPOSAL+OF+DREDGED+MATERIAL+FROM+THE+UPPER+MOBILE+HARBOR%2C+ALABAMA+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1974%29.&rft.title=LONG-RANGE+PLAN+FOR+DISPOSAL+OF+DREDGED+MATERIAL+FROM+THE+UPPER+MOBILE+HARBOR%2C+ALABAMA+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1974%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: March 13, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NORTH BELT FREEWAY, FROM I-440/I-40 INTERCHANGE TO U.S. 67/167 EAST OF NORTH LITTLE ROCK METROPOLITAN AREA, PULASKI COUNTY, ARKANSAS, JOB 60110, FAP:F-051-1(32). AN - 36396640; 170 AB - PURPOSE: Construction of 4.4 miles of freeway east of North Little Rock, Pulaski County, Arkansas is proposed as the first phase of a loop highway around the northern portion of metropolitan Little Rock. The six-lane interstate highway would begin at the I-40/I-440 interchange and proceed northward to intersect with State Highway (S.H.) 161 northeast of the Rixey community. The facility would continue northward to intersect with U.S. 67/167 between Jacksonville and Sherwood. U.S. 67/167 would be widened from four lanes to six lanes from this intersection northward approximately 1.4 miles to Jacksonville. Interchanges would be constructed at the existing I-40/I-440 interchange, at S.H. 161, and at U.S. 67/167. A grade separation would be provided at the Missouri Pacific Railroad near the northern end of the facility. The typical cross-section would consist of two 36-foot pavements flanked by 10-foot outside shoulders and separated by a 22-foot median. Construction costs are estimated at $28 million. POSITIVE IMPACTS: By increasing the accessibility of bridges crossing the Arkansas River, the facility would eliminate congestion at the I-30 crossing during peak traffic hours. Travel to the Little Rock Riverport and Airport from U.S. 67, which serves Jacksonville, would be eased. NEGATIVE IMPACTS: The project would displace one family and convert approximately 210 acres of prime farmland and 15 acres of wetlands to highway use. The freeway also would traverse a floodway. Federal noise standards would be violated at three receptors. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0177D, Volume 8, Number 4. JF - EPA number: 850087, 220 pages, March 5, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-AR-EIS-85-01-F KW - Farmlands KW - Floodplains KW - Highway Structures KW - Highways KW - Hydraulic Assessments KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Traffic Analyses KW - Transportation KW - Wetlands KW - Arkansas KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396640?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MANAGEMENT+AND+CONTROL+OF+HYDRILLA+IN+THE+POTOMAC+RIVER+AND+TRIBUTARIES+BETWEEN+CHAIN+BRIDGE+IN+WASHINGTON%2C+DISTRICT+OF+COLUMBIA%2C+AND+THE+US+ROUTE+301+BRIDGE+NEAR+MORGANTOWN%2C+MARYLAND.&rft.title=MANAGEMENT+AND+CONTROL+OF+HYDRILLA+IN+THE+POTOMAC+RIVER+AND+TRIBUTARIES+BETWEEN+CHAIN+BRIDGE+IN+WASHINGTON%2C+DISTRICT+OF+COLUMBIA%2C+AND+THE+US+ROUTE+301+BRIDGE+NEAR+MORGANTOWN%2C+MARYLAND.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Little Rock, Arkansas; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NARROWS UNIT, SOUTH PLATTE DIVISION, PICK-SLOAN MISSOURI BASIN PROGRAM, WELD AND MORGAN COUNTIES, COLORADO (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF MAY 1976). AN - 36393351; 184 AB - PURPOSE: The alteration of the design of the Narrows Unit multipurpose reservoir in Weld and Morgan counties, Colorado, is proposed. This supplement to the final EIS of May 1976 on reservoir development considers the construction of a 133-foot-high rolled-earthfill dam extending 315 miles across the South Platte River approximately 7 miles northwest of Fort Morgan. At the top of the conservation pool, the reservoir would have a length of 13.5 miles, a shoreline of 36.5 miles, and a surface area of 13,189 acres. At the top of the inactive or minimum pool, the reservoir would be 6 miles long and have a surface area of 3,631 acres. Dam and reservoir uses would include supplemental irrigation water supply, flood control, recreation, fishery and wildlife habitat enhancement, and future municipal and industrial water supply. Land to be acquired and/or developed for project uses would include 13,189 acres for the conservation pool, 120 acres for a fish hatchery, 1,878 acres for recreational water development, 6,950 acres for flood storage above the conservation pool, 626 acres for road construction, 1,340 acres for terrestrial recreational facilities, and 6,758 acres for wildlife and fishery mitigation purposes. Wildlife and fishery mitigation lands to be developed north, west, and east of the reservoir would contain a headquarters building, maintenance equipment, fencing, check stations, parking lots, and a fish hatchery unit. The hatchery would be located downstream of the dam and would include a warm-water hatchery and a cold-water rearing unit. Recreational facilities to be developed would be designed to accommodate picnicking, camping, boating, sailing, water skiing, fishing, hunting, hiking, horseback riding, swimming, and sightseeing. Project construction activities would span a period of approximately 12 years. POSITIVE IMPACTS: The reservoir would provide for the irrigation, water supply, flood control, and recreational needs of a multicounty area within the state of Colorado. A well-stocked lake fishery and surrounding terrestrial habitat would enhance and diversify the natural environment in the area. NEGATIVE IMPACTS: Development of acquired lands would require relocation or displacement of 20.3 miles of state highway, 27 miles of railroad track, 81 miles of transmission line, 10 miles of pipeline, 38 miles of telephone line, 90 miles of domestic water supply pipelines, a portion of a golf course, and 10,998 acres of irrigated farmland. In addition, 2,191 acres of farmland would be placed in public domain. Approximately 60 prehistoric and historic sites would be inundated. An extensive section of river would be replaced by the reservoir, resulting in inundation of the main channel, 2,666 acres of riparian bottomland forest, and 2,500 acres of wetland. More than 13,100 acres of wildlife habitat would be lost, and the area's population of endangered whooping crane could be jeopardized by the project. Approximately 725 residents of the communities of Weldona, Goodrich, and Orchard and the surrounding rural areas would be relocated due to inundation; eight businesses, two post offices, school facilities, and two churches would also be acquired. Thirty graves located in one cemetery would have to be relocated. LEGAL MANDATES: Archaeological and Historic Preservation Act of 1974 (16 U.S.C. 469), Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.), Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), Public Law 91-389, and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft supplemental environmental impact statement, see 83-0490D, Volume 7, Number 9. JF - EPA number: 850086, 812 pages and maps, March 4, 1985 PY - 1985 KW - Water KW - Agency number: FES 85-6 KW - Archaeological Sites KW - Biologic Assessments KW - Conservation KW - Dams KW - Endangered Species (Animals) KW - Farmlands KW - Fisheries KW - Flood Control KW - Forests KW - Historic Sites KW - Irrigation KW - Lakes KW - Land Acquisitions KW - Pipelines KW - Railroads KW - Relocations-Property Acquisitions KW - Reservoirs KW - Rivers KW - Section 404(b) Statements KW - Transmission Lines KW - Water Quality KW - Water Resources Management KW - Water Supply KW - Wetlands KW - Wildlife KW - Wildlife Management KW - Wildlife Surveys KW - Colorado KW - Narrows Reservoir KW - South Platte River KW - Archaeological and Historic Preservation Act of 1974, Compliance KW - Endangered Species Act of 1973, as amended, Animals KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393351?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-03-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NARROWS+UNIT%2C+SOUTH+PLATTE+DIVISION%2C+PICK-SLOAN+MISSOURI+BASIN+PROGRAM%2C+WELD+AND+MORGAN+COUNTIES%2C+COLORADO+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1976%29.&rft.title=NARROWS+UNIT%2C+SOUTH+PLATTE+DIVISION%2C+PICK-SLOAN+MISSOURI+BASIN+PROGRAM%2C+WELD+AND+MORGAN+COUNTIES%2C+COLORADO+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MAY+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Reclamation, Denver, Colorado; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: March 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - IMPROVEMENT OF US-31 FROM THE PROPOSED US-31 FREEWAY AT US-10 TO NORTH OF SCOTTVILLE, MASON COUNTY, MICHIGAN. AN - 36393097; 123 AB - PURPOSE: Improvement of US-31 from its intersection with US-10 east of Ludington to US-31 north of Scottville, Mason County, Michigan is proposed. Three structural alternatives are under consideration. The first alternative would involve construction of a 4.7-mile-long, 3.0-foot-wide paved shoulder from the future US-31 /US-10/31 interchange or intersection to the point of ending in Scottville and improvement of the existing US-31/US-10/31 intersection in downtown Scottville. In the second alternative, the existing facility would be upgraded, and a Scottville bypass would be constructed. Specifically, the project would involve widening existing US-10/31 to four or five lanes with curb and gutter from the future US-31/US-10/31 interchange or intersection, easterly to a point just west of the city limits. The bypass would be a two-lane undivided, free-access roadway within a 150-foot right-of-way width beginning 0.5 mile west of the west Scottville city limits and extending northeasterly, crossing Johnson Road, for 1.3 miles to a connection with existing US-31 approximately 0.5 mile north of the north Scottville city limits. The third alternative would consist of construction on new location of a two-lane roadway within a limited access right-of-way of sufficient width to accommodate a future four-lane divided freeway with grade separations and interchanges. The freeway would extend from the future US-31/US-10/31 interchange or intersection to just north of Fountain Road for two alternative alignments, or to just south of Victory Road for a third alignment. POSITIVE IMPACTS: Implementation of any of the alternatives would reduce traffic conflicts and capacity deficiencies within and around the city of Scottville. NEGATIVE IMPACTS: The project would displace between 4 and 17 residences and between 0 and 2 businesses. Alternative 2 would require 28 acres of farmlands, and the three alignments of alternative 3 would require between 127 and 194 acres of agricultural land. Both alternatives would destroy wetlands associated with the Lincoln River, vegetative cover, and wildlife habitat. The project would encroach on the floodplains of two rivers and several of their tributaries and would create a visual intrusion in agricultural areas. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). JF - EPA number: 850078, 174 pages, February 22, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MICH-EIS-84-02-D KW - Biologic Surveys KW - Emission Assessments KW - Farmlands KW - Floodplains KW - Geologic Assessments KW - Highways KW - Hydrologic Assessments KW - Noise Assessments KW - Relocations-Property Acquisitions KW - Rivers KW - Transportation KW - Vegetation Surveys KW - Visual Resources KW - Wetlands KW - Wildlife Habitat KW - Michigan KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393097?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-22&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=IMPROVEMENT+OF+US-31+FROM+THE+PROPOSED+US-31+FREEWAY+AT+US-10+TO+NORTH+OF+SCOTTVILLE%2C+MASON+COUNTY%2C+MICHIGAN.&rft.title=IMPROVEMENT+OF+US-31+FROM+THE+PROPOSED+US-31+FREEWAY+AT+US-10+TO+NORTH+OF+SCOTTVILLE%2C+MASON+COUNTY%2C+MICHIGAN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Lansing, Michigan; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: February 22, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - TH 55 (HIAWATHA AVENUE) FROM 59TH STREET SOUTH TO FRANKLIN AVENUE, SP 2724-87 (TH 55) AND SP 2725-43 (TH 55), AND CSAH 62 (CROSSTOWN HIGHWAY) FROM TH 55 TO 46TH AVENUE SOUTH, SP 27-662-41 AND HENNEPIN COUNTY, PROJECT 8115, HENNEPIN COUNTY, MINNESOTA. AN - 36403689; 124 AB - PURPOSE: Implementation of roadway and transit improvements within the Hiawatha Avenue (Trunk Highway (TH) 55) corridor southeast of the central business district (CBD) of Minneapolis, Hennepin and Dakota counties, Minnesota is proposed. Roadway improvements would involve reconstruction of 5.3 miles of TH 55 between Franklin Avenue and East Fifty-ninth Street to create a four-lane, divided, at-grade roadway and reconstruction of 0.4 miles of the Crosstown Highway between Forty-sixth Avenue South and TH 55 to create a four-lane, divided, access-controlled roadway. Project transit improvements would be undertaken in south Minneapolis between Cedar Avenue and the Mississippi River, the Highland Park area of southwest St. Paul, the vicinity of the Minneapolis-St. Paul International Airport, the city of Bloomington east of Cedar Avenue, and northern parts of Eagan, Mendota, and Mendota Heights. Roadway improvement costs are estimated at $39.9 million and transit improvement costs at $138.0 million. POSITIVE IMPACTS: Improvements within the TH 55 corridor would alleviate current serious congestion and delay problems affecting traffic movement in the area southeast of the CBD. Increasing the traffic-carrying capacity of the corridor would allow use of TH 55 by a large number of vehicles that would otherwise be forced to take more circuitous routes. The accessibility of public transit facilities within the area would increase significantly. NEGATIVE IMPACTS: Implementation of the proposed design would require acquisition of six acres of land from Minnehaha Park. Because the proposed roadway would have at-grade intersections, traffic-generated noise within the corridor would exceed Federal Highway Administration standards at some sites. Development of new rights-of-way would require relocation of four residences. The historic R. F. Jones House would have to be moved to another site within Longfellow Gardens, and the historic Minnehaha Depot might have to be relocated as well. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft EIS, see 83-0204D, Volume 7, Number 4. JF - EPA number: 850074, 2 volumes, February 21, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-MN-EIS-83-01-F KW - Highways KW - Historic Sites KW - Noise Standards Violations KW - Parks KW - Relocations-Property Acquisitions KW - Section 106 Statements KW - Section 4(f) Statements KW - Traffic Control KW - Transportation KW - Minnesota KW - Department of Transportation Act of 1966, Historic Sites KW - Department of Transportation Act of 1966, Parks KW - Federal Aid Highway Act of 1968, Compliance KW - National Historic Preservation Act of 1966, Historic Sites KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403689?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MULTIPURPOSE+DEEPWATER+PORT+AND+CRUDE+OIL+DISTRIBUTION+SYSTEM+AT+GALVESTON%2C+TEXAS+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1979%29.&rft.title=MULTIPURPOSE+DEEPWATER+PORT+AND+CRUDE+OIL+DISTRIBUTION+SYSTEM+AT+GALVESTON%2C+TEXAS+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1979%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Saint Paul, Minnesota; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MOBILE HARBOR, ALABAMA, CHANNEL IMPROVEMENTS, OFFSHORE DREDGED MATERIAL DISPOSAL (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1980). AN - 36395305; 132 AB - PURPOSE: The dredging of channels, turning basins, and anchorages in Mobile Harbor, Mobile County, Alabama, is proposed. The project would feature enlargement of the 7.8-mile channel from the Gulf of Mexico to Mobile Bay to a depth of 57 feet and a width of 600 feet; enlargement of the 29-mile channel through Mobile Bay to a depth of 55 feet and a width of 400 feet; enlargement of the 4.2-mile harbor entrance channel to a depth of 55 feet and a width of 650 feet; construction of a 4,000-foot-long, 600-foot-wide, 40-foot-deep anchorage area on the east side of the entrance channel; provision of a turning basin, 40 feet deep, 1,500 feet wide, and 1,500 feet long, north of the anchorage area and south of Little Sand Island; and provision of a passing lane at mid-bay, three miles long with a width of 625 feet for at least two miles. Approximately 31.3 million cubic yards of dredged material from the upper bay reach would be placed in a 1,000-acre island area offshore of the Brookley Complex. The remaining 55.6 million cubic yards of dredged material from the lower bay reach and all future maintenance material from the entire bay channel (approximately 4.1 million cubic yards annually) would be excavated by hydraulic dredge to a gulf disposal area. This supplement to the final EIS of October 1980 addresses impacts associated with designating specific offshore disposal sites within a disposal area encompassing a 16-mile radius from the mouth of Mobile Bay. POSITIVE IMPACTS: Expansion of the harbor would allow its use by larger, more economical vessels and would ease movement of all vessels to prevent costly delays in shipping. The landfill next to the Brookley Industrial Complex would create space for future industrial development. The Mobile North and the Mobile South offshore sites would provide environmentally suitable areas for disposal of dredged materials. Offshore currents in these areas would be sufficient to erode and transport deposited material in either a westerly or north-south fluctuating direction, causing dispersion and mixing of the dredged material until it becomes indistinguishable from natural bottoms. NEGATIVE IMPACTS: Dredging and disposal would release polluted material into the waters of the bay, destroy benthic habitat, and cause temporary turbidity. Alteration of salinity levels and circulation patterns in the bay would reduce sport fishing opportunities. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610); and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstract of the final environmental impact statement, see 81-0537F, Volume 5, Number 7. JF - EPA number: 850072, 2 volumes, February 21, 1985 PY - 1985 KW - Water KW - Bays KW - Channels KW - Cost Assessments KW - Disposal KW - Dredging KW - Fisheries KW - Harbor Structures KW - Harbors KW - Landfills KW - Marine Surveys KW - Navigation KW - Section 404(b) Statements KW - Sediment Analyses KW - Waterways KW - Alabama KW - Gulf of Mexico KW - Mobile Bay KW - Mobile Harbor KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization KW - Water Resources Development Act of 1976, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395305?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-21&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MOBILE+HARBOR%2C+ALABAMA%2C+CHANNEL+IMPROVEMENTS%2C+OFFSHORE+DREDGED+MATERIAL+DISPOSAL+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1980%29.&rft.title=MOBILE+HARBOR%2C+ALABAMA%2C+CHANNEL+IMPROVEMENTS%2C+OFFSHORE+DREDGED+MATERIAL+DISPOSAL+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+OCTOBER+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: February 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LAROSE TO GOLDEN MEADOW, LOUISIANA, HURRICANE PROTECTION PROJECT (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF OCTOBER 1973). AN - 36384573; 137 AB - PURPOSE: The construction of hurricane protection measures along Bayou Lafourche from Larose to Golden Meadow, Louisiana, is proposed. The project would consist of a 36-mile loop levee along both banks of Bayou Lafourche. First lifts on most levee sections on the western side of the bayou have been completed. This final supplement to the final EIS of October 1973 addresses the preferred structural plan for the one levee section not begun on the west side and for levee sections on the east side of the bayou. The new levee would follow the original General Design Memorandum (GDM) alignment and would include Clovelly Farms and the Louisiana Land and Exploration Company (LL&E) property. The six-foot levee protecting Clovelly Farms would be reconstructed to a new elevation of 8.5 to 8.9 feet, for a total length of 29,145 feet. The seven-foot levee protecting the LL&E property would be redesigned to a new elevation of 11.2 to 13.0 feet, for a total length of 32,400 feet. A floodwall would be built to protect the pumping station currently draining the LL&E property, and drainage structure No. 5 would be relocated to the northern GDM-LL&E alignment intersection. Borrow material required for construction would be taken from the protected side of the levee along the modified GDM alignment sections and on the floodside for the two farm alignment sections. Other structural features would include development of launch areas at Yankee Canal, Bully Camp Canal, and one as yet unknown location near Golden Meadow. A minor realignment would occur at the southern end of Section E South on the east side of the bayou. Total first cost of the project is $42.6 million. POSITIVE IMPACTS: Flood protection would prevent the damages and much of the disruption associated with tidal flooding in the study area. Employment in all sectors of the local economy would benefit from fewer lost working days and lost wages. Construction sector employment would enjoy a short-term boost. The revised levee alignment would enhance community cohesion in the town of Larose. NEGATIVE IMPACTS: By the year 2096, there would be a net loss of 517 acres of marsh and forest and 2,542 acres of open water and a gain of 2,697 acres of levee and pastureland, causing a significant change in wildlife populations and vegetative species composition. Hunting and fishing opportunities would be altered. One historic property would be affected. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.). PRIOR REFERENCES: For the abstracts of the final environmental impact statement and the draft supplement and mitigation report, see 17-01:74-3017F, EIS Cumulative 1970-1976, Volume I, and 84-0409D, Volume 8, Number 8, respectively. JF - EPA number: 850073FS-, 2 volumes, February 21, 1985 PY - 1985 KW - Water KW - Archaeological Sites Surveys KW - Biologic Surveys KW - Birds KW - Dikes KW - Employment KW - Farmlands KW - Fisheries KW - Flood Protection KW - Forests KW - Historic Sites KW - Hurricanes KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Wetlands KW - Wildlife KW - Wildlife Habitat KW - Louisiana KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384573?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-12-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SURFACE+ACTION+GROUP+HOMEPORTING%2C+STAPLETON-FORT+WADSWORTH+COMPLEX%2C+STATEN+ISLAND%2C+NEW+YORK+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+FEBRUARY+1985%29.&rft.title=SURFACE+ACTION+GROUP+HOMEPORTING%2C+STAPLETON-FORT+WADSWORTH+COMPLEX%2C+STATEN+ISLAND%2C+NEW+YORK+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+FEBRUARY+1985%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 21, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CLEVELAND HARBOR, OHIO, MAJOR REHABILITATION OF THE EAST BREAKWATER, OPERATIONS AND MAINTENANCE (SUPPLEMENTAL INFORMATION REPORT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF APRIL 1974). AN - 36382133; 141 AB - PURPOSE: The rehabilitation of 5,600 feet of the east breakwater in Cleveland Harbor, Lake Erie, Cuyahoga County, Ohio, is proposed. This supplemental report to the 1979 clarification of the final EIS of April 1974 on Cleveland Harbor operation and maintenance activities considers alternative plans for the repair work of the remaining 3,300 feet of the east breakwater. Under the rubblemound design alternative, 1- to 19-ton cover stones would be placed against the existing structure to an approximate thickness of two stone layers. The two-year project would require a total deposition of 350,000 to 375,000 tons of material. The concrete armor design alternative would involve the placement of a prebuilt cover composed of two layers of Dolosse concrete units weighing 75,000 tons, with an underlying material weighing 125 to 175 tons. POSITIVE IMPACTS: The Dolosse design would offer greater stability and porosity than the rubblemound design. Repair of the structure would double its size and increase its width to maintain the safe and efficient operation of the harbor. While either structure would form an artificial reef for fish and bottom-dwelling organisms, the Dolosse design would provide more interunit space. NEGATIVE IMPACTS: Either method of enlarging the breakwater would cover 22 acres of Lake Erie benthic habitat. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the clarification statement to the final environmental impact statement, see 79-0874D, Volume 3, Number 8. JF - EPA number: 850070, 33 pages, February 20, 1985 PY - 1985 KW - Water KW - Breakwaters KW - Harbor Structures KW - Harbors KW - Lakes KW - Section 404(b) Statements KW - Cleveland Harbor KW - Lake Erie KW - Ohio KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36382133?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CLEVELAND+HARBOR%2C+OHIO%2C+MAJOR+REHABILITATION+OF+THE+EAST+BREAKWATER%2C+OPERATIONS+AND+MAINTENANCE+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1974%29.&rft.title=CLEVELAND+HARBOR%2C+OHIO%2C+MAJOR+REHABILITATION+OF+THE+EAST+BREAKWATER%2C+OPERATIONS+AND+MAINTENANCE+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+APRIL+1974%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 20, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ALABAMA-COOSA RIVERS, ALABAMA AND GEORGIA (OPERATION AND MAINTENANCE) (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JANUARY 1976). AN - 36395814; 131 AB - PURPOSE: The implementation of channel improvements along the Alabama and Coosa rivers in Alabama and Georgia is proposed. Three separate segments would undergo improvement to open a 300-mile navigation channel from the mouth of the Alabama River upstream to Montgomery, Alabama. Specific activities would include maintenance dredging of approximately 800,000 cubic yards annually, predominant use of within-bank disposal areas, maintenance of training dikes on the river below Claiborne lock and dam, maintenance of hydropower facilities, maintenance of lock facilities, and maintenance of project lands, including a number of recreation facilities. Since initial dredging of the project in 1968 and 1969, annual maintenance dredging quantities have increased significantly in the Claiborne lock and dam area. This draft supplement to the final EIS of January 1976 reevaluates operation and maintenance activities. Channel stabilization structures and site-specific disposal areas are proposed. The measures would include construction or modification of training dikes at six locations on the Alabama River below Claiborne lock and dam, lowering the dredge reference profile based on reducing the channel design flow from 8,450 to 7,500 cubic feet per second, and expanding the dredging reaches on the Alabama River. The number of within-bank disposal areas would be expanded. These areas would consist of unforested lands along the riverbank below the ordinary high water line and extending riverward. The number of above-bank disposal areas would also be increased. In addition, 36 small boat channels along the Alabama River would undergo maintenance dredging. POSITIVE IMPACTS: Continued maintenance of the system would permit economic development based on river transportation. Small-boat channel maintenance would improve access for waterborne recreational craft and for commercial fishermen along the Alabama River. NEGATIVE IMPACTS: Use of above-bank disposal sites would result in the initial loss of 820 acres of bottomland habitat, with potential long-term losses of up 3,300 acres for the remaining 40 years of the project life. Approximately 42.0 acres of wetlands would also be lost. Streambed degradation below Claiborne lock and dam would affect the stability of the lock and dam. Sedimentation at the mouths of Limestone, Bailey, and Walters creeks would change the flow regimes, water quality, and fisheries of these creeks significantly. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1945 (P.L. 79-14). JF - EPA number: 850067, 250 pages, February 19, 1985 PY - 1985 KW - Water KW - Channels KW - Creeks KW - Dams KW - Dikes KW - Disposal KW - Dredging KW - Electric Power KW - Fisheries KW - Navigation KW - Recreation Facilities KW - Rivers KW - Section 404(b) Statements KW - Sediment KW - Transportation KW - Water Quality KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - Alabama KW - Alabama River KW - Coosa River KW - Georgia KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1945, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395814?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-19&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ALABAMA-COOSA+RIVERS%2C+ALABAMA+AND+GEORGIA+%28OPERATION+AND+MAINTENANCE%29+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1976%29.&rft.title=ALABAMA-COOSA+RIVERS%2C+ALABAMA+AND+GEORGIA+%28OPERATION+AND+MAINTENANCE%29+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Mobile, Alabama; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: February 19, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BEACH EROSION CONTROL AND HURRICANE PROTECTION, VIRGINIA BEACH, VIRGINIA (FINAL SUPPLEMENT TO FINAL ENVIRONMENTAL IMPACT STATEMENTS OF SEPTEMBER 1972 AND AUGUST 1975). AN - 36395741; 143 AB - PURPOSE: Construction of a curved parapet wall and placement of sand fill are proposed to nourish and protect the concrete bulkhead and promenade along an 11,910-foot section of oceanfront at Virginia Beach, Virginia. This final supplement to the final environmental impact statements of September 1972 and August 1975 identifies a preferred means of nourishing and protecting the oceanfront area. The preferred project would involve construction of a reinforced earthen wall located approximately seaward of the existing bulkhead and extending from Rudee Inlet to 57th Street. More specifically, the seawall would consist of interlocking precast concrete panels supported by steel rods secured into the backfill by compaction of fill material. The panels would rest on a concrete footer placed at zero feet above the National Geodetic Vertical Datum. Riprap placed in front of the concrete panels would protect the toe of the structure from erosion without being higher than at least 2 feet below the design beach berm. The cap stone would vary between 4,000 and 5,000 pounds. A curved parapet wall would be constructed on top of the reinforced earth structure. From 57th to 89th streets, the plan would consist of a widened belt of vegetated sand dunes; the belt would be a 100-foot-wide berm, topped on its landward side by a dune with a 25-foot-wide crest and side slopes of one on five. Dune construction would be limited to those sections of the shoreline that do not have an adequate natural dune. The borrow source for the sand fill would be an 8.3-mile-long area lying between 2.5 and 5.8 miles east of the shoreline; the area varies in width from 0.8 miles to 1.0 mile. Estimated total first cost is $36.5 million, and the benefit-cost ratio is 1.9. POSITIVE IMPACTS: In addition to providing a recreational beach, the project would prevent future erosion of the shoreline, protecting the bulkhead and valuable property lying behind the bulkhead. NEGATIVE IMPACTS: Dredging of sand from the borrow site and placement of sand at the beach nourishment site would cause temporary turbidity, increase ambient noise levels, and result in some traffic congestion at the beach site. Benthic fauna dredging and placement sites would be destroyed, and benthic habitat at the sand placement site would be displaced permanently. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft supplement I to the final EIS, see 83-0607D, Volume 7, Number 11. JF - EPA number: 850066, 2 volumes, February 14, 1985 PY - 1985 KW - Water KW - Beaches KW - Borrow Pits KW - Bulkheads KW - Cost Assessments KW - Dikes KW - Dredging KW - Erosion Control KW - Hydrologic Assessments KW - Landfills KW - Noise Assessments KW - Recreation Resources KW - Sand KW - Section 404(b) Statements KW - Shores KW - Socioeconomic Assessments KW - Virginia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395741?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BEACH+EROSION+CONTROL+AND+HURRICANE+PROTECTION%2C+VIRGINIA+BEACH%2C+VIRGINIA+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENTS+OF+SEPTEMBER+1972+AND+AUGUST+1975%29.&rft.title=BEACH+EROSION+CONTROL+AND+HURRICANE+PROTECTION%2C+VIRGINIA+BEACH%2C+VIRGINIA+%28FINAL+SUPPLEMENT+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENTS+OF+SEPTEMBER+1972+AND+AUGUST+1975%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Norfolk, Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 14, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FLOOD DAMAGE REDUCTION, ROANOKE RIVER UPPER BASIN, HEADWATERS AREA, VIRGINIA. AN - 36392889; 144 AB - PURPOSE: Improvement of 16.5 miles of channel within headwaters of the Roanoke River Upper Basin is proposed to prevent flooding in Salem and Roanoke, Virginia. The plan would include 12.7 miles of channel excavation and 3.8 miles of clearing and snagging. Along the reaches where clearing and snagging would be conducted, obstructions to river flow, such as fallen trees and other debris, would be removed to improve the hydraulic efficiency of the channel. Other measures included in the plan would be replacement of two low-water bridges with high-level structures, widening of bridge openings, construction of training walls along the river, floodproofing of two municipal structures within the floodplain, and implementation of a flood warning system. A trail-based recreation system would be incorporated into the design. First cost of the project is estimated at $20.3 million, and the benefit-cost ratio is estimated at 1.4. POSITIVE IMPACTS: Increasing the capacity and efficiency of the channel would reduce flood damages in the area 55 percent. In addition to protecting property, the project would reduce the threat to human health and safety resulting from flood conditions. Further development of floodplain would be possible, boosting the economic base of the two cities. NEGATIVE IMPACTS: Modification of existing wooded habitat along the excavated portions of the channel would convert the habitat to an early successional stage, causing long-term loss of habitat for some species. The fishery value of the river would be degraded significantly, and the visual quality of the modified stream would decline. Excessive siltation would characterize the implementation period, and loss of shade over an extensive portion of the stream would result in inimical increases in stream water temperature. LEGAL MANDATES: Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0157D, Volume 8, Number 3. JF - EPA number: 850060, 2 volumes, February 12, 1985 PY - 1985 KW - Water KW - Bridges KW - Channels KW - Creeks KW - Dredging KW - Fisheries KW - Flood Control KW - Floodplains KW - Forests KW - Recreation Facilities KW - Rivers KW - Trails KW - Waterways KW - Water Quality KW - Wildlife KW - Wildlife Habitat KW - Roanoke River KW - Virginia KW - Public Works Appropriations, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392889?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FLOOD+DAMAGE+REDUCTION%2C+ROANOKE+RIVER+UPPER+BASIN%2C+HEADWATERS+AREA%2C+VIRGINIA.&rft.title=FLOOD+DAMAGE+REDUCTION%2C+ROANOKE+RIVER+UPPER+BASIN%2C+HEADWATERS+AREA%2C+VIRGINIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Wilmington, North Carolina; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 12, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MISSISSIPPI RIVER, BATON ROUGE TO THE GULF, PLAQUEMINES PARISH, LOUISIANA (FINAL SUPPLEMENT II TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JUNE 1974). AN - 36385737; 138 AB - PURPOSE: The restoration of the banks of the Mississippi River below Venice, Louisiana, and Southwest Pass in order to confine more water to the 40-foot-deep navigational channel and to reduce shoaling is proposed. This second supplement to the final EIS of June 1974 considers plan implementation which would include bank nourishment and the construction and maintenance of foreshore dikes, jetties, and inner bulkheads. Lateral pile dikes also might be constructed in the future. Freshwater outlets would be constructed to allow continued, controlled freshwater flows to areas adjacent to the navigational channel. Marsh would be created as a by-product of the unconfined disposal of shoal material not needed for construction or maintenance of project features. Construction would begin in 1985 and end in 1992. Effective life of the project would be 50 years. Total cost would be $341 million, with benefit-cost ratios of 27.7 to 13.6, depending on the interest rates. POSITIVE IMPACTS: With the recommended project features in place, annual dredging quantities would be reduced from 20 million cubic yards to 12.7 million cubic yards. Navigational cost savings would be reduced $942 million annually. The project would facilitate the continued growth of New Orleans, Baton Rouge, and the river region as a whole. Preservation of freshwater outlets would benefit the Delta National Wildlife Refuge, and creation of marsh areas would increase food supplies for endangered and threatened turtle species. NEGATIVE IMPACTS: Continued economic growth would require the conversion of additional undeveloped areas for urban and industrial purposes. Construction of the bank nourishment feature would eliminate 270 acres of natural levee forest. Marsh creation would reduce nesting habitat for seabird and wading bird colonies. Construction activities would temporarily increase noise and air pollution levels. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and River and Harbor Act of 1945 (P.L. 79-14). PRIOR REFERENCES: For the abstract of the draft supplement II to the final EIS, see 84-0310D, Volume 8, Number 6. JF - EPA number: 850056FS-, 398 pages, February 12, 1985 PY - 1985 KW - Water KW - Air Quality KW - Bank Protection KW - Biologic Assessments KW - Birds KW - Breakwaters KW - Cultural Resources KW - Dikes KW - Dredging KW - Endangered Species (Animals) KW - Floodplains KW - Forests KW - Navigation KW - Noise KW - Recreation Resources KW - Rivers KW - Section 404(b) Statements KW - Water Quality KW - Waterways KW - Wetlands KW - Wildlife Habitat KW - Louisiana KW - Mississippi River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1945, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385737?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MISSISSIPPI+RIVER%2C+BATON+ROUGE+TO+THE+GULF%2C+PLAQUEMINES+PARISH%2C+LOUISIANA+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1974%29.&rft.title=MISSISSIPPI+RIVER%2C+BATON+ROUGE+TO+THE+GULF%2C+PLAQUEMINES+PARISH%2C+LOUISIANA+%28FINAL+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1974%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 12, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SOUTHEAST MISSOURI PORT, CAPE GIRARDEAU AND SCOTT COUNTIES, MISSOURI. AN - 36395863; 139 AB - PURPOSE: Construction of a navigation channel and associated port facilities on the Mississippi River in the Cape Girardeau/Scott City area, Cape Girardeau and Scott Counties, Missouri is proposed. The project would involve construction of a slackwater channel, 1,800 feet long, 230 feet wide, and 9 feet deep, along the west bank of the river at approximately river mile 48.0 near Grays' Point. Excavated material would be used to create an 8-acre landfill riverside of the harbor channel and a 27-acre landfill on the landward side. This land and adjacent upland areas would be used by local interests for industrial development. Estimated total first cost of the project is $4.1 million, and the benefit-cost ratio is 1.18. POSITIVE IMPACTS: The availability of waterway transportation on a public use basis could stimulate desirable commercial and industrial growth, with associated increases in employment, tax revenues, and property values. NEGATIVE IMPACTS: The project would involve the loss of 21 acres of upland forest, 19.8 acres of bottomland forest, 4.9 acres of wooded swamp (24.7 acres of wetlands), 50.3 acres of agricultural land, 6.0 acres of quarry disposal land, and 84.0 acres of floodplain. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), River and Harbor Act of 1899 (33 U.S.C. 401 et seq.), and River and Harbor Act of 1960, as amended (P.L. 86-645). JF - EPA number: 850058, 358 pages, February 8, 1985 PY - 1985 KW - Water KW - Biologic Surveys KW - Channels KW - Cost Assessments KW - Disposal KW - Dredging KW - Employment KW - Farmlands KW - Floodplains KW - Forests KW - Geologic Surveys KW - Harbors KW - Industrial Districts KW - Landfills KW - Navigation KW - Rivers KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Soils Surveys KW - Wetlands KW - Wildlife Habitat KW - Mississippi River KW - Missouri KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36395863?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-08&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SOUTHEAST+MISSOURI+PORT%2C+CAPE+GIRARDEAU+AND+SCOTT+COUNTIES%2C+MISSOURI.&rft.title=SOUTHEAST+MISSOURI+PORT%2C+CAPE+GIRARDEAU+AND+SCOTT+COUNTIES%2C+MISSOURI.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Louis, Missouri; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: February 8, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - ROUTE 664, CITIES OF HAMPTON, NEWPORT NEWS, AND SUFFOLK, VIRGINIA, STATE PROJECT 0664-121-102, PE101; FEDERAL PROJECT I-664-7(1)232 (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1973). AN - 36393141; 127 AB - PURPOSE: Construction is proposed of a 13.9-mile Interstate 664 highway and bridge-tunnel crossing of Hampton Roads, Virginia. The limited-access, divided highway would begin at Interstate 64 in Hampton, follow the Newport News Connector Road alignment to Aberdeen Road, run parallel to Thirty-ninth Street and Terminal Avenue in Newport News, cross Hampton Roads by tunnel and trestle, and end at the proposed Western Freeway and U.S. 17 in Nansemond. The land segments of the highway would consist of six 12-foot wide lanes with paved shoulders on a 300-foot right-of-way. Median width would be a minimum of 40 feet on the north side of Hampton Roads and a minimum of 66 feet on the south side. The water-crossing segment of the facility would consist of four 12-foot lanes within a 92-foot right-of-way on trestles. Tunnel construction would be of the submerged tube-type in which the tube sections are placed in a dredged trench on the bay bottom below the shipping channel. The tunnel would have separate two-lane roadways, each having its own fresh-air and exhaust-air ducts and ventilation systems. It would originate on artificial islands built on either side of the Newport News Channel. POSITIVE IMPACTS: The proposed combination highway and bridge-tunnel would relieve the heavy traffic volumes forecasted to congest the existing crossings and overburden the local transportation networks by the mid-1980s. The project would generate population increases and expanded residential development, particularly on the south side of Hampton Roads. It also would serve the north side of the harbor as a stronger connecting link between downtown Newport News and parts of Hampton. NEGATIVE IMPACTS: The proposed highway would displace approximately 160 residential units, 30 commercial establishments, 40 industrial facilities, 3 churches, 1 radio tower, and 1 historical marker, and would require approximately 9.3 acres from the southeastern corner of Central Park-Bluebird Gap Farm. Noise levels would increase, some neighborhoods would be disrupted, and approximately 60.8 acres of subaqueous habitat for benthic organisms would be lost. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.) and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft supplement to the final environmental impact statement, see 84-0552D, Volume 8, Number 11. JF - EPA number: 850054FS-, 185 pages, February 8, 1985 PY - 1985 KW - Roads and Railroads KW - Agency number: FHWA-VA-EIS-72-09-FS KW - Bridges KW - Buildings KW - Dredging KW - Erosion Control KW - Farmlands KW - Harbors KW - Highway Structures KW - Highways KW - Historic Sites KW - Islands KW - Marine Systems KW - Noise Assessments KW - Parks KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Traffic Analyses KW - Transportation KW - Water Quality KW - Virginia KW - Department of Transportation Act of 1966, Parks KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393141?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-08&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ROUTE+664%2C+CITIES+OF+HAMPTON%2C+NEWPORT+NEWS%2C+AND+SUFFOLK%2C+VIRGINIA%2C+STATE+PROJECT+0664-121-102%2C+PE101%3B+FEDERAL+PROJECT+I-664-7%281%29232+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1973%29.&rft.title=ROUTE+664%2C+CITIES+OF+HAMPTON%2C+NEWPORT+NEWS%2C+AND+SUFFOLK%2C+VIRGINIA%2C+STATE+PROJECT+0664-121-102%2C+PE101%3B+FEDERAL+PROJECT+I-664-7%281%29232+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1973%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Richmond, Virginia; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 8, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - RANGELY CARBON DIOXIDE PIPELINE, WYOMING TO COLORADO. AN - 36392630; 104 AB - PURPOSE: Issuance of a permit to Chevron USA, Inc. and to Exxon Company USA is proposed for construction and operation of a 173.8-mile pipeline to carry carbon dioxide from the Shute Creek gas compressor station in Sweetwater County, Wyoming to the Rangely Weber Sand Unit oil field in Colorado for use in enhanced oil recovery processes. The first 46.8-mile segment would be built by Exxon and would consist of a pipeline 24 inches in diameter. The remaining 127-mile pipeline would be 16 inches in diameter and would be constructed by Chevron. Carbon dioxide would be produced at the gas processing plant and carried at a rate of 200 million standard cubic feet per day under compression of 2,200 to 2,700 pounds per square inch. Eventually the carbon dioxide would be injected into oil-bearing strata at the Rangely Weber Sand Unit oil field. The pipeline route would parallel existing roads and pipelines for 92 percent of its length. From MP 80 to MP 120, the pipeline would be built simultaneously with Chevron's proposed phosphate slurry pipeline. Pipeline construction would take place in 1985. Operation would begin in January 1986 and continue for 12 to 16 years. After well field injection ends, the pipeline could be extended and used to carry carbon dioxide to other destinations. Ancillary facilities would include a microwave communication system and a supervisory control and data acquisition system to detect leaks. POSITIVE IMPACTS: The proposed project would increase oil production by 28 percent in Rio Blanco County and by 14 percent in Colorado. By extending the life of the oil field, the project would postpone a 15 percent population loss in Rangely and equivalent losses in employment, income, business activity, and tax revenues. Oil related tax revenues, population growth, and employment growth would increase significantly. NEGATIVE IMPACTS: The project itself would not adversely affect local areas, but its cumulative impact, together with interrelated projects, could stress the infrastructure of the Rock Springs community. Project construction would degrade visual resources along the pipeline; some visual impacts would last for the life of the project or longer. Construction also would generate more traffic, possibly increasing accidents and loss of life, and would cause a short-term loss of wildlife habitat. Care would be required during construction to avoid inadvertent damage to existing pipelines on oil and gas fields. LEGAL MANDATES: Mineral Leasing Act of 1920 (30 U.S.C. 181 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0471D, Volume 8, Number 10. JF - EPA number: 850051, 2 volumes, February 7, 1985 PY - 1985 KW - Energy KW - Agency number: BLM-YA-ES-85-002-5101 KW - Biologic Surveys KW - Carbon Dioxide KW - Cultural Resources Surveys KW - Employment KW - Endangered Species (Animals) KW - Oil Production KW - Pipelines KW - Reclamation Plans KW - Regulations KW - Socioeconomic Assessments KW - Visual Resources Surveys KW - Wildlife Habitat KW - Colorado KW - Wyoming KW - Mineral Leasing Act of 1920, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392630?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-07&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=RANGELY+CARBON+DIOXIDE+PIPELINE%2C+WYOMING+TO+COLORADO.&rft.title=RANGELY+CARBON+DIOXIDE+PIPELINE%2C+WYOMING+TO+COLORADO.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Land Management, Cheyenne, Wyoming; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 7, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FEASIBILITY STUDY FOR FLOOD CONTROL FOR THE WISCONSIN RIVER AT PORTAGE, WISCONSIN. AN - 36393022; 145 AB - PURPOSE: Construction of three miles of levee and 550 feet of floodwall and appurtenant structures within the Wisconsin River basin is proposed as flood protection for the Portage area of Columbia County, Wisconsin. The area affected by flooding extends from the Columbia /Sauk county line near Lewiston downstream through Portage to the Interstate 90-94 bridge; this area falls between river miles 106 and 122. The preferred plan would involve construction of 0.4 miles of levee in the Pauquette Park area and 2.6 miles of levee from the Portage Canal Lock to County Road G, raising of 0.2 miles of road in the Summit Street area, construction of 550 feet of floodwall upstream of the Portage Canal Lock, acquisition of two residences, construction of road ramps on Carroll and River streets and U.S. 51, construction of new upper gates and improvements to the Portage Canal Lock, installation of one railroad stop log closure near County Road G and one sandbag closure on U.S. 51, construction of an interior drainage pumping station and additional collection works, development of recreational facilities near the Portage Canal Lock, and continuation of floodplain regulation and flood insurance for unprotected floodprone portions of Columbia County. Mitigation measures would include protection of 29 acres of emergent wetland and 185 acres of floodplain forest lying riverward of the new levee between Ontario Street and County Road G. Estimated cost of the project is $7.9 million, and the benefit-cost ratio is estimated at 1.4. POSITIVE IMPACTS: By providing protection against the 500-year frequency flood to residences and businesses along the river, the project would prevent extensive damage to property and eliminate a significant health hazard. Average annual benefits attributable to project components would be worth $913,000. NEGATIVE IMPACTS: Development of project structures would displace 41.2 acres of floodplain forest, 11 acres of emergent wetlands, and 11 acres of shallow backwater riverine habitat; as a result, small mammals, song birds, waterfowl, reptiles, and amphibians would be affected. Residents of the acquired property would have to be relocated. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Public Works Appropriations (P.L. 94-355), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft EIS, see 83-0501D, Volume 7, Number 9. JF - EPA number: 850049, 226 pages, February 5, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Dikes KW - Drainage KW - Flood Control KW - Floodplains KW - Forests KW - Highway Structures KW - Pumping Plants KW - Railroad Structures KW - Recreation Facilities KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Roads KW - Wetlands KW - Wisconsin KW - Wisconsin River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Public Works Appropriations, Project Authorization KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393022?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-05&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FEASIBILITY+STUDY+FOR+FLOOD+CONTROL+FOR+THE+WISCONSIN+RIVER+AT+PORTAGE%2C+WISCONSIN.&rft.title=FEASIBILITY+STUDY+FOR+FLOOD+CONTROL+FOR+THE+WISCONSIN+RIVER+AT+PORTAGE%2C+WISCONSIN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Saint Paul, Minnesota; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 5, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - SACRAMENTO RIVER BANK PROTECTION PROJECT, CALIFORNIA (FINAL SUPPLEMENT II TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF JUNE 1973). AN - 36387703; 135 AB - PURPOSE: The placement of stone fill for bank protection at levee erosion sites along the Sacramento River between Collinsville and Chico Landing, California, is proposed. The project includes 835,000 linear feet of bank protective measures. Quarry stone or cobbles would be placed in a 12- to 15-inch-thick layer on the slope above water; the underwater thickness would be approximately 50 percent greater. No dredged material would be placed in the water, and no fill material would be placed in wetlands. This supplement to the June 1973 final EIS expands environmental impact discussions to include the final 50,000 linear feet of the project, the area extended in the original project in 1982. POSITIVE IMPACTS: The preferred plan will provide 50,000 linear feet of bank protection in the form of rock revetment in the extended project area. This will prevent flows in excess of design capacity from entering the Sacramento River levee system, thereby preserving the integrity of the Sacramento River Flood Control Project. NEGATIVE IMPACTS: Approximately 15 acres of riparian vegetation wildlife habitat would be destroyed by construction of bank protection, although an equivalent amount of riparian vegetation will be provided for mitigation based on wildlife habitat values to prevent or restore adversely affected wildlife resources. The appearance of the riverbank at the erosion sites receiving protection would be altered, and minor impacts could result from a reduction of water-oriented recreation at the selected sites. Adverse impacts to the threatened valley elderberry longhorn beetle will be mitigated following a conservation plan prepared by the Fish and Wildlife Service. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Federal Water Project Recreation Act of 1965 (16 U.S.C. 460 et seq.), and Fish and Wildlife Conservation Act of 1980 (16 U.S.C. 2901 et seq.). PRIOR REFERENCES: For the abstracts of the draft supplement I, the final environmental impact statement, and draft supplement II, see 79-0309D, Volume 3, Number 3; 79-0858F, Volume 3, Number 8; and 84-0510D, Volume 8, Number 10, respectively. JF - EPA number: 850048, 224 pages, February 4, 1985 PY - 1985 KW - Water KW - Bank Protection KW - Dikes KW - Endangered Species (Animals) KW - Erosion Control KW - Flood Control KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Wildlife Habitat KW - California KW - Sacramento River KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Federal Water Project Recreation Act of 1965, Funding KW - Fish and Wildlife Conservation Act of 1980, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387703?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-02-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=SACRAMENTO+RIVER+BANK+PROTECTION+PROJECT%2C+CALIFORNIA+%28FINAL+SUPPLEMENT+II+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1973%29.&rft.title=SACRAMENTO+RIVER+BANK+PROTECTION+PROJECT%2C+CALIFORNIA+%28FINAL+SUPPLEMENT+II+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1973%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Sacramento, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: February 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Modeling Water Resources Systems for Water Quality AN - 19461440; 7891292 AB - A reservoir system analysis computer model has been recently developed with the capability to simulate up to ten reservoirs, thirty control points and eight water quality parameters. With this model the user can evaluate a "best" system operation analysis for multipurpose reservoir regulation to obtain target water quality conditions at user specified control points. The model uses a linear programming algorithm to evaluate the "best" system operation among all the reservoirs and nonlinear routing for operation of multilevel intakes at each reservoir in the system. The user may select to operate the system for a balanced reservoir pool operation and its associated water quality or to allow for a modified flow distribution between reservoirs to improve the water quality operation. This model, HEC-5Q, has been applied to the 10,000 square mile (26,000 square kilometers) drainage area of the Sacramento River System. The Sacramento system includes two tandem reservoirs, three parallel reservoirs and 400 miles (640 km) of stream channel network. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Willey, R G AU - Smith, D J AU - Duke, J H Y1 - 1985/02// PY - 1985 DA - February 1985 SP - 18 KW - Pollution Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; ASFA 3: Aquatic Pollution & Environmental Quality; Water Resources Abstracts KW - water quality KW - Water reservoirs KW - River Systems KW - linear programming KW - Linear programming KW - Algorithms KW - computer models KW - Water resources KW - Systems analysis KW - Water quality KW - Streams KW - Hydrologic Models KW - System analysis KW - USA, California, Sacramento R. KW - Water Quality Control KW - Reservoirs KW - Modelling KW - Mathematical models KW - USA, California, Sacramento KW - Water Quality KW - Routing KW - rivers KW - Channels KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461440?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Hydraulic+Engineering&rft.atitle=Selecting+terminal+water+surface+elevations&rft.au=Dixon%2C+L+S%3BSullivan%2C+BA&rft.aulast=Dixon&rft.aufirst=L&rft.date=1986-01-01&rft.volume=112&rft.issue=5&rft.spage=428&rft.isbn=&rft.btitle=&rft.title=Journal+of+Hydraulic+Engineering&rft.issn=07339429&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Volatile Organic Pollutants in Biota and Sediments of Lake Pontchartrain AN - 18970792; 8504476 AB - Lake Pontchartrain is a shallow, oligohaline, 1631 sq km estuary located in the deltaic plain of the Mississippi River. The lake serves an adjacent metropolitan area of over 1.5 million people as a major recreational area and as a source of substantial quantities of crabs, shrimps, and other aquatic foods. Samples of oysters, clams, and sediments were collected in May-June, 1980, from the mouths of the Inner Harbor Navigation Canal (IHNC), the Chef Menteur Pass, and The Rigolets, at Lake Pontchartrain. Oysters from the IHNC population contained thirteen specific EPA priority pollutants, of which ten were identified as halogenated with the remainder being benzene and two of its derivatives. The mean concentrations ranged from 0.04 ng/gram wet weight for chlorobenzene to 310 ng/g wet weight for 1,1,1-trichloroethane. The results of the analysis for volatile organic pollutants showed thirteen specific priority pollutants in the analyses with the IHNC samples showing the largest number. Most of the priority pollutants identified are halogenated, with the remaining compounds being benzene and toluene. While the volatile organic priority pollutants found in the biota and sediment samples are of obvious anthropogenic origin, the majority of the other compounds identified are probably biogenic. All the volatile EPA priority polutants identified have possible adverse human health effects including central nervous system depression, narcosis, and various renal and hepatotoxic effects. (Baker-IVI) JF - Bulletin of Environmental Contamination and Toxicology Vol. 34, No. 2, p 246-266, February, 1985. 4 Tab, 15 Ref. Army Corps of Engineers, Contract DACW29-82-M-0189. AU - Ferrario, J B AU - Lawler, G C AU - DeLeon, IR AU - Laseter, J L AD - New Orleans Univ. LA. Center for Bio-Organic Studies Y1 - 1985/02// PY - 1985 DA - Feb 1985 KW - Water Resources Abstracts KW - Lake Pontchartrain KW - Louisiana KW - Sediments KW - Organic compounds KW - Estuarine biota KW - Volatile compounds KW - Halogenated hydrocarbons KW - Benzene KW - Toluene KW - Estuaries KW - Pollutant identification KW - SW 3010:Identification of pollutants UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18970792?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Volatile+Organic+Pollutants+in+Biota+and+Sediments+of+Lake+Pontchartrain&rft.au=Ferrario%2C+J+B%3BLawler%2C+G+C%3BDeLeon%2C+IR%3BLaseter%2C+J+L&rft.aulast=Ferrario&rft.aufirst=J&rft.date=1985-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - MOREHEAD CITY, NORTH CAROLINA OCEAN DREDGED MATERIAL DISPOSAL SITE DESIGNATION. AN - 36394198; 95 AB - PURPOSE: Designation of an ocean dumping site is proposed for material dredged from the port at Morehead City, North Carolina. Under the preferred alternative, the alternate interim site, rather than the existing interim site, would receive permanent designation for disposal of dredged materials. The alternate interim site is that portion of the existing interim site that lies beyond three nautical miles offshore plus an area adjacent to the currently used site. The recommended site is centered at 34 degrees, 37 minutes, 2 seconds north latitude and 76 degrees, 43 minutes, 0 seconds west longitude and covers an area of 8 square nautical miles. It is located approximately three nautical miles south of Beaufort Inlet in water depths ranging from 30 to 53 feet. POSITIVE IMPACTS: Designation of the alternate interim site as the permanent disposal site would eliminate dumping in that portion of the interim site within three nautical miles of shore. NEGATIVE IMPACTS: Disposal operations would smother benthic organisms and would create mounding of dredged material within the disposal site. Disposal operations also would create temporary turbidity at the dumping site. LEGAL MANDATES: Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0503D, Volume 8, Number 10. JF - EPA number: 850041, 74 pages, January 28, 1985 PY - 1985 KW - Wastes KW - Channels KW - Dredging Surveys KW - Fisheries Surveys KW - Harbors KW - Navigation KW - Ocean Dumping KW - Sediment Analyses KW - North Carolina KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394198?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MOREHEAD+CITY%2C+NORTH+CAROLINA+OCEAN+DREDGED+MATERIAL+DISPOSAL+SITE+DESIGNATION.&rft.title=MOREHEAD+CITY%2C+NORTH+CAROLINA+OCEAN+DREDGED+MATERIAL+DISPOSAL+SITE+DESIGNATION.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Environmental Protection Agency, Office of Water Criteria and Standards Division, Atlanta, Georgia; EPA N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: January 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PINE BLUFF HARBOR EXPANSION, ARKANSAS. AN - 36393010; 133 AB - PURPOSE: Expansion of Pine Bluff Harbor, located three miles northeast of the city of Pine Bluff in Jefferson County, Arkansas, is proposed. The preferred alternative would involve staged construction of a channel north of the existing port. Stage 1 activities would involve construction of a straight harbor channel 300 feet wide for 5,940 feet, opening to provide a 500-foot width for the remainder of the 7,150 feet of the channel. Berthing areas 50 feet wide would be provided adjacent to all Stage 1 fill with a total length of 7,500 feet. Dredged material would be placed along the north side and a portion of the south side to create a 185-acre landfill. Stage 2 actions would include expansion of the channel width by 200 feet for a total length of 5,310 feet, and provision of 50-foot berthing areas adjacent to all Stage 2 fill for a total length of 4,180 feet. Dredged material would be used to create a 110-acre landfill. Estimated first cost of the project is $10.3 million, and estimated annual cost is $695,000. The benefit-cost ratio is 5.1. POSITIVE IMPACTS: The project would meet the need for additional harbor facilities in the Pine Bluff area. The project also would lead to the expansion and diversification of the area's economy. The 59-acre Ste. Marie Park would be retained as a green area within the industrial complex. NEGATIVE IMPACTS: Construction would destroy a historic plantation complex and would involve the loss of 18 acres of wooded land, 450 acres of agricultural land, 5 acres of wetlands, and 1 acre of water. The turbidity of Lake Langhofer would be increased temporarily. LEGAL MANDATES: Executive Order 11990 and Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). JF - EPA number: 850043, 117 pages, January 28, 1985 PY - 1985 KW - Water KW - Channels KW - Cost Assessments KW - Dredging KW - Farmlands KW - Fisheries KW - Harbors KW - Historic Sites KW - Lakes KW - Landfills KW - Marine Systems KW - Navigation KW - Parks KW - Recreation Resources KW - Section 404(b) Statements KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Arkansas KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393010?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PINE+BLUFF+HARBOR+EXPANSION%2C+ARKANSAS.&rft.title=PINE+BLUFF+HARBOR+EXPANSION%2C+ARKANSAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Vicksburg, Mississippi; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: January 28, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - TOUTLE, COWLITZ, AND COLUMBIA RIVERS FEASIBILITY REPORT, MOUNT SAINT HELENS, WASHINGTON. AN - 36396510; 101 AB - PURPOSE: The implementation of flood control measures to restrict sediment from Mount Saint Helens eruptions from passing into the Cowlitz, Columbia, and Toutle rivers in southwest Washington is proposed. The preferred alternative would involve construction of a single retention structure on the North Fork Toutle River at approximately river mile 13.5, two miles upstream of the Green River confluence. The dam would be a roller compacted concrete structure, 4,400 feet long, 177 feet above existing ground, with a spillway 600 feet wide. Ultimate sediment storage capacity would be 411 million cubic yards. The dam also would provide limited flow control through a notched spillway or a regulating outlet. A stilling basin for dissipating the energy generated by spillway discharges would be founded on a layer of select fill placed over the foundation gravels and tied to bedrock with anchors. Prior to dam construction, sediment removal would be accomplished by dredging at two sites on the Toutle River, with excavated material being placed in disposal areas outside the 100-year floodplain. The plan also would involve localized reinforcement and repair of existing levees and placement of limited amounts of revetment to prevent excessive bank erosion or damage to existing structures. Costs of the project are $195,000 for dam construction and $97,200 for dredging operations. Benefit-cost ratio is 1.55. POSITIVE IMPACTS: Reduced flood hazards would restore normal economic conditions and improve the climate for business and investment. Anxiety and uncertainty among residents would be reduced. Construction activities would provide temporary jobs for the local community. Water quality would improve in the long term. Downstream of the retention structure, river channels would experience rapid stabilization resulting in improved riparian and fisheries habitat. NEGATIVE IMPACTS: A single retaining structure at the Green River location would inundate the community of Saint Helens as well as the state highway, county road, and utilities. Nine homes or buildings would require removal. Downstream dredging would require use of agricultural and other lands for disposal. Sediment retained behind the structure would permanently fill in the existing streambed and floodplain, inundating 3,267 acres of wildlife habitat and blocking all migration of anadromous fish. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft EIS, see 84-0618D, Volume 8, Number 12. JF - EPA number: 850030, 2 volumes, January 18, 1985 PY - 1985 KW - Water KW - Cost Assessments KW - Dams KW - Disposal KW - Dredging KW - Farmlands KW - Fisheries KW - Flood Protection KW - Geologic Assessments KW - Hydrologic Assessments KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Sediment Analyses KW - Sediment Control KW - Socioeconomic Assessments KW - Water Quality KW - Wildlife Habitat KW - Columbia River KW - Cowlitz River KW - Toutle River KW - Washington KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396510?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=TOUTLE%2C+COWLITZ%2C+AND+COLUMBIA+RIVERS+FEASIBILITY+REPORT%2C+MOUNT+SAINT+HELENS%2C+WASHINGTON.&rft.title=TOUTLE%2C+COWLITZ%2C+AND+COLUMBIA+RIVERS+FEASIBILITY+REPORT%2C+MOUNT+SAINT+HELENS%2C+WASHINGTON.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Portland, Oregon; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: January 18, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FEASIBILITY REPORT ON LOCAL FLOOD PROTECTION FOR PALO BLANCO AND CIBOLO CREEKS IN THE VICINITY OF FALFURRIAS, TEXAS. AN - 36385964; 100 AB - PURPOSE: Levee construction, channel excavation, and acquisition of flowage easements and mitigation land are proposed to divert floodwaters of the Palo Blanco and Cibolo creeks around Falfurrias, Texas. Falfurrias, a community of 6,000 persons, is situated in Brooks County at the eastern end of the Palo Blanco and Cibolo creeks watershed on U.S. Highway 281. The selected flood control plan would involve construction of a 5.6-mile diversion levee west of Falfurrias and an 0.8-mile ring levee around the sewage treatment plant west of Falfurrias, excavation of a 1.8-mile pilot channel west of Falfurrias to direct flood flows from the creeks to Baluarte Creek, acquisition of a flowage easement on approximately 11,000 acres of land that would be subject to flooding by overflows from the pilot channel, and construction of a bridge to carry State Highway 285 over the pilot channel. To mitigate damages to wildlife habitat caused by construction and excavation activities, project authorities would also acquire 68 acres of brushland and grassland habitat adjacent to the diversion levee, protect 6 acres of wetlands in borrow areas, and erect 12 miles of fence to protect existing habitat. Estimated cost of the project is $31.2 million, and the benefit-cost ratio is estimated at 3.1. POSITIVE IMPACTS: By diverting the standard project flood flow of 98,300 cubic feet per second, the project would eliminate the flood threat to approximately 1,500 acres of urban lands and substantially reduce flooding that affects 2,300 structures, most of which are residences. Benefits attributable to flood reduction in the community would be worth $9.3 million annually. NEGATIVE IMPACTS: Development of flowage easements would require relocation of 40 residences, 9 mobile homes, and 6 businesses. Levee and pilot channel development would disrupt the use of 20 to 30 farm and garden tracts and would displace 30 acres of cropland. The taxable property base within Brooks County would be reduced slightly. Habitat losses would include 2 acres of wetland, 14 acres of grassland, and 11 acres of mesquite brush. Development of borrow sites could displace an additional six acres of mesquite grassland. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601), and Water Resources Development Act of 1974 (P.L. 93-251). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0497D, Volume 7, Number 9. JF - EPA number: 850026, 330 pages, January 16, 1985 PY - 1985 KW - Water KW - Borrow Pits KW - Bridges KW - Creeks KW - Dikes KW - Diversion Structures KW - Easements KW - Farmlands KW - Flood Control KW - Floodplains KW - Land Acquisitions KW - Relocations-Property Acquisitions KW - Waterways KW - Wetlands KW - Wildlife KW - Texas KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance KW - Water Resources Development Act of 1974, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385964?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-16&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FEASIBILITY+REPORT+ON+LOCAL+FLOOD+PROTECTION+FOR+PALO+BLANCO+AND+CIBOLO+CREEKS+IN+THE+VICINITY+OF+FALFURRIAS%2C+TEXAS.&rft.title=FEASIBILITY+REPORT+ON+LOCAL+FLOOD+PROTECTION+FOR+PALO+BLANCO+AND+CIBOLO+CREEKS+IN+THE+VICINITY+OF+FALFURRIAS%2C+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Galveston, Texas; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: January 16, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION AND MAINTENANCE OF THE FEDERAL NAVIGATION FACILITIES AT SAULT STE. MARIE, MICHIGAN (SUPPLEMENTAL INFORMATION REPORT TO THE FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT). AN - 36385929; 97 AB - PURPOSE: The operation of the Soo Locks complex at Sault Ste. Marie, Michigan, is proposed. This supplemental information report to the October 1979 final supplement to the final EIS of November 1977 further considers operation and maintenance of the federal navigational and hydroelectric facilities at Sault Ste. Marie. The October 1979 supplement proposes extending operation of the navigation locks beyond the traditional closing date of December 15 to approximately January 8. This information report supports extension of operation as proposed in the October 1979 supplement, but confines its attention to the 1984-1985 winter navigation season. Specifically, this report recommends operation of the locks complex to no later than January 5, 1985, at 1600 hours. To provide for safe navigation during the winter extension period, authorities would provide a bubbler-flusher at the main dock of the Sugar Island Ferry and install an ice-boom system consisting of two ice stabilization islands. POSITIVE IMPACTS: Extension of the season would benefit the navigational economy by the facilitating navigational movement during the additional weeks of operation. NEGATIVE IMPACTS: Aquatic overwintering organisms would be subjected to repeated short-term disturbance, and cross-channel migration of terrestrial animals would be blocked for three weeks. Environmental studies completed in 1981 indicate that raptors and waterfowl would avoid the ship channel when shipping was in progress and that alterations of limnological conditions and fish distributions could occur due to changes in the ice cover. PRIOR REFERENCES: For the abstracts of the final environmental impact statement, the October 1979 final supplement to that statement, and subsequent final information reports to the supplement, see 77-0414D, Volume 1, Number 4; 78-0224F, Volume 2, Number 2; 79-1119D, Volume 3, Number 10; 80-0097F, Volume 4, Number 1; 81-0152F, Volume 5, Number 2; 82-0071F, Volume 6, Number 1; 84-0101F, Volume 8, Number 2; and 85-0044F, Volume 9, Number 1. JF - EPA number: 850007, 2 pages, January 4, 1985 PY - 1985 KW - Water KW - Fisheries KW - Harbor Structures KW - Electric Power KW - Navigation KW - Socioeconomic Assessments KW - Waterways KW - Wildlife KW - Great Lakes KW - Michigan UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36385929?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+AND+MAINTENANCE+OF+THE+FEDERAL+NAVIGATION+FACILITIES+AT+SAULT+STE.+MARIE%2C+MICHIGAN+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT%29.&rft.title=OPERATION+AND+MAINTENANCE+OF+THE+FEDERAL+NAVIGATION+FACILITIES+AT+SAULT+STE.+MARIE%2C+MICHIGAN+%28SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: January 4, 1985 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - GUADALUPE RIVER AND ADJACENT STREAMS INVESTIGATION, INTERIM FEASIBILITY REPORT, SANTA CLARA COUNTY, CALIFORNIA. AN - 36393214; 96 AB - PURPOSE: Implementation of a flood control project on the Guadalupe River between Highway 17 and Highway 280 in downtown San Jose, California is proposed. The preferred alternative would involve widening the river between Highway 17 and San Fernando Street to increase the channel capacity to handle flows up to the 100-year-flood magnitude and construction of a 2,900-foot-long covered bypass channel from San Fernando Street to Interstate Highway 280 to convey flood flows. The widening would occur on one or both sides of the channel as required. Approximately 50 percent of the widening would involve both banks. A second, approximately 690-foot covered bypass channel would be included in the project. Total project cost is estimated at $49.5 million. POSITIVE IMPACTS: Flood control measures would reduce future flood damages to public and private property and to business activities in the 100-year floodplain, with the associated cost savings related to reconstruction costs, emergency aid, and flood insurance costs. The local urban redevelopment potential would be enhanced, and the commercial development of a small parcel of land within the floodplain would occur more rapidly. NEGATIVE IMPACTS: The project would involve the loss of riparian, fish, and wildlife habitat, and would reduce the aesthetic quality of the river. Homes and businesses would be displaced, disrupting the existing community cohesion. Some utilities and public services temporarily would be disrupted, and some access routes would require relocation. Archaeological resources and some historic residences and bridges would be damaged. LEGAL MANDATES: Executive Order 11988, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Fish and Wildlife Coordination Act of 1958, as amended (16 U.S.C. 661 et seq.), Flood Control Act of 1941 (P.L. 77-228), and Wild and Scenic Rivers Act of 1968, as amended (16 U.S.C. 1271 et seq.). JF - EPA number: 850003, 237 pages, January 2, 1985 PY - 1985 KW - Water KW - Archaeological Sites KW - Bank Protection KW - Bridges KW - Channels KW - Dredging KW - Fisheries KW - Flood Control KW - Floodplains KW - Historic Sites KW - Marine Systems KW - Relocations-Property Acquisitions KW - Rivers KW - Section 404(b) Statements KW - Wild and Scenic Rivers KW - Wildlife Habitat KW - California KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Fish and Wildlife Coordination Act of 1958, as amended, Compliance KW - Flood Control Act of 1941, Project Authorization KW - Wild and Scenic Rivers Act of 1968, as amended, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393214?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=GUADALUPE+RIVER+AND+ADJACENT+STREAMS+INVESTIGATION%2C+INTERIM+FEASIBILITY+REPORT%2C+SANTA+CLARA+COUNTY%2C+CALIFORNIA.&rft.title=GUADALUPE+RIVER+AND+ADJACENT+STREAMS+INVESTIGATION%2C+INTERIM+FEASIBILITY+REPORT%2C+SANTA+CLARA+COUNTY%2C+CALIFORNIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, San Francisco, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: January 2, 1985 N1 - Last updated - 2011-12-16 ER - TY - JOUR T1 - Hydrocarbon potential of the Desha Basin AN - 52277335; 2001-003360 JF - Journal of the Mississippi Academy of Sciences AU - Harrelson, Danny W Y1 - 1985 PY - 1985 DA - 1985 SP - 37 PB - Mississippi Academy of Sciences, Jackson, MS VL - 30 IS - Suppl. SN - 0076-9436, 0076-9436 KW - United States KW - petroleum exploration KW - Jurassic KW - Cretaceous KW - closed systems KW - Paleozoic KW - Mississippi Embayment KW - Mississippi KW - Bolivar County Mississippi KW - petroleum KW - Mesozoic KW - gravity anomalies KW - potential deposits KW - synclines KW - structural traps KW - folds KW - traps KW - basins KW - drilling KW - Desha County Arkansas KW - Arkansas KW - Desha Basin KW - 29A:Economic geology, geology of energy sources UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52277335?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+Mississippi+Academy+of+Sciences&rft.atitle=Hydrocarbon+potential+of+the+Desha+Basin&rft.au=Harrelson%2C+Danny+W&rft.aulast=Harrelson&rft.aufirst=Danny&rft.date=1985-01-01&rft.volume=30&rft.issue=Suppl.&rft.spage=37&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+Mississippi+Academy+of+Sciences&rft.issn=00769436&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2001-01-01 N1 - PubXState - MS N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - Arkansas; basins; Bolivar County Mississippi; closed systems; Cretaceous; Desha Basin; Desha County Arkansas; drilling; folds; gravity anomalies; Jurassic; Mesozoic; Mississippi; Mississippi Embayment; Paleozoic; petroleum; petroleum exploration; potential deposits; structural traps; synclines; traps; United States ER - TY - JOUR T1 - Stability of concrete armor units used in shore protection structures AN - 52277075; 2001-003369 JF - Journal of the Mississippi Academy of Sciences AU - Owen, Austin A AU - Davidson, D Donald Y1 - 1985 PY - 1985 DA - 1985 SP - 62 PB - Mississippi Academy of Sciences, Jackson, MS VL - 30 IS - Suppl. SN - 0076-9436, 0076-9436 KW - protection KW - stability KW - shorelines KW - testing KW - cost KW - construction KW - construction materials KW - concrete KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52277075?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+Mississippi+Academy+of+Sciences&rft.atitle=Stability+of+concrete+armor+units+used+in+shore+protection+structures&rft.au=Owen%2C+Austin+A%3BDavidson%2C+D+Donald&rft.aulast=Owen&rft.aufirst=Austin&rft.date=1985-01-01&rft.volume=30&rft.issue=Suppl.&rft.spage=62&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+Mississippi+Academy+of+Sciences&rft.issn=00769436&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2001-01-01 N1 - PubXState - MS N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - concrete; construction; construction materials; cost; protection; shorelines; stability; testing ER - TY - JOUR T1 - Subsurface Catahoula Formation of Southeast Natchitoches Parish, Louisiana AN - 52274099; 2001-003363 JF - Journal of the Mississippi Academy of Sciences AU - Gorman, Laurel T Y1 - 1985 PY - 1985 DA - 1985 SP - 39 PB - Mississippi Academy of Sciences, Jackson, MS VL - 30 IS - Suppl. SN - 0076-9436, 0076-9436 KW - United States KW - tropical environment KW - central Louisiana KW - wood KW - Red River valley KW - Colfax Louisiana KW - well-logging KW - Natchitoches Parish Louisiana KW - leaves KW - heavy minerals KW - cores KW - Cenozoic KW - sedimentary rocks KW - coal KW - sediments KW - lignite KW - Louisiana KW - depositional environment KW - Plantae KW - electrical logging KW - clastic sediments KW - Miocene KW - Tertiary KW - Neogene KW - Catahoula Formation KW - coastal environment KW - deltaic environment KW - alluvium KW - fluvial environment KW - clastic rocks KW - 06A:Sedimentary petrology KW - 12:Stratigraphy UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52274099?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+Mississippi+Academy+of+Sciences&rft.atitle=Subsurface+Catahoula+Formation+of+Southeast+Natchitoches+Parish%2C+Louisiana&rft.au=Gorman%2C+Laurel+T&rft.aulast=Gorman&rft.aufirst=Laurel&rft.date=1985-01-01&rft.volume=30&rft.issue=Suppl.&rft.spage=39&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+Mississippi+Academy+of+Sciences&rft.issn=00769436&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2001-01-01 N1 - PubXState - MS N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - alluvium; Catahoula Formation; Cenozoic; central Louisiana; clastic rocks; clastic sediments; coal; coastal environment; Colfax Louisiana; cores; deltaic environment; depositional environment; electrical logging; fluvial environment; heavy minerals; leaves; lignite; Louisiana; Miocene; Natchitoches Parish Louisiana; Neogene; Plantae; Red River valley; sedimentary rocks; sediments; Tertiary; tropical environment; United States; well-logging; wood ER - TY - JOUR T1 - Airborne video thermal infrared; detection of geothermal areas on Mt. St. Helens, Washington AN - 51918334; 2003-082123 JF - Summaries - International Symposium on Remote Sensing of Environment AU - Clement, William V AU - Cook, Jerald J Y1 - 1985 PY - 1985 DA - 1985 SP - 113 PB - Environmental Research Institute of Michigan, [location varies] VL - 19 KW - United States KW - Skamania County Washington KW - Washington KW - geophysical surveys KW - Mount Saint Helens KW - video methods KW - geophysical methods KW - Cascade Range KW - geothermal fields KW - infrared methods KW - heat flow KW - volcanoes KW - surveys KW - image analysis KW - airborne methods KW - 24:Quaternary geology KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51918334?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Summaries+-+International+Symposium+on+Remote+Sensing+of+Environment&rft.atitle=Airborne+video+thermal+infrared%3B+detection+of+geothermal+areas+on+Mt.+St.+Helens%2C+Washington&rft.au=Clement%2C+William+V%3BCook%2C+Jerald+J&rft.aulast=Clement&rft.aufirst=William&rft.date=1985-01-01&rft.volume=19&rft.issue=&rft.spage=113&rft.isbn=&rft.btitle=&rft.title=Summaries+-+International+Symposium+on+Remote+Sensing+of+Environment&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Nineteenth international symposium on Remote sensing of environment N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2003-01-01 N1 - Last updated - 2012-06-07 N1 - CODEN - #06213 N1 - SubjectsTermNotLitGenreText - airborne methods; Cascade Range; geophysical methods; geophysical surveys; geothermal fields; heat flow; image analysis; infrared methods; Mount Saint Helens; Skamania County Washington; surveys; United States; video methods; volcanoes; Washington ER - TY - RPRT T1 - Water resources development in North Carolina 1985 AN - 51303340; 1986-001206 JF - Water resources development in North Carolina 1985 Y1 - 1985/01// PY - 1985 DA - January 1985 SP - 111 KW - Scale: 1:2,661,120 KW - Type: hydrogeologic maps KW - United States KW - engineering geology KW - North Carolina KW - floods KW - waterways KW - channels KW - water resources KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51303340?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+North+Carolina+1985&rft.title=Water+resources+development+in+North+Carolina+1985&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1986-01-01 N1 - Availability - U. S. Army Corps Eng., South Atl. Div., Atlanta, GA, United States N1 - Document feature - illus. incl. 2 tables, sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development, State of South Carolina AN - 50306058; 1993-043674 JF - Water resources development, State of South Carolina Y1 - 1985/01// PY - 1985 DA - January 1985 SP - 77 KW - United States KW - water quality KW - water supply KW - geologic hazards KW - South Carolina KW - Charleston County South Carolina KW - surface water KW - water management KW - rivers KW - controls KW - Charleston South Carolina KW - fluvial features KW - floods KW - water resources KW - Atlantic Coastal Plain KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50306058?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development%2C+State+of+South+Carolina&rft.title=Water+resources+development%2C+State+of+South+Carolina&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1993-01-01 N1 - Availability - U. S. Army Corps Eng., Charleston, SC, United States N1 - Document feature - illus. incl. sketch maps N1 - SuppNotes - Includes 3 appendices N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Engineering and Economic Considerations in Formulating Nonstructural Plans AN - 19458157; 7891272 AB - Acceptance and implementation of a broad classification of flood loss reduction actions, termed "nonstructural", have produce a set of measures which vary significantly with respect to physical attributes and performance. The measures may be implemented on a site-specific or broad-scaled basis, be permanent or temporary in nature, and reduce existing or future flood losses. The analyst's understanding of the engineering and economic attributes of the measures plays a major role in formulating viable alternatives n feasibility investigations. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Burnham, M W Y1 - 1985/01// PY - 1985 DA - January 1985 SP - 24 KW - Water Resources Abstracts KW - Engineering KW - Classification KW - Floods KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19458157?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Burnham%2C+M+W&rft.aulast=Burnham&rft.aufirst=M&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=Engineering+and+Economic+Considerations+in+Formulating+Nonstructural+Plans&rft.title=Engineering+and+Economic+Considerations+in+Formulating+Nonstructural+Plans&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Aloha-Rigolette area, Louisiana, agricultural flood control. Volume 2. Technical appendixes, A. B, C, D, E. AN - 14613990; 1486658 AB - The mayor water resource problem in the Aloha-Rigolette area is agricultural flooding. The agricultural area represents 18 percent of the basin and is nearly surrounded by wooded hill lands that constitute the remainder of the basin. Runoff from the entire basin is funneled through the flat plain of the agricultural area into a control structure located at the southern end of the basin. Other water-related resources such as flash and wildlife, recreation, and water quality were investigated. Although no problem was identified, there appear to be opportunities to enhance these resources. Throughout the planning process, opportunities for water conservation were assessed. JF - ACE, NEW ORLEANS, LA (USA). 1985. Y1 - 1985 PY - 1985 DA - 1985 PB - ACE, NEW ORLEANS, LA (USA) KW - USA, Louisiana, Aloha-Rigolette area KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - water quality KW - natural resources KW - agriculture KW - flood control KW - Freshwater KW - recreation KW - environmental surveys KW - baseline studies KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14613990?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Aloha-Rigolette+area%2C+Louisiana%2C+agricultural+flood+control.+Volume+2.+Technical+appendixes%2C+A.+B%2C+C%2C+D%2C+E.&rft.title=Aloha-Rigolette+area%2C+Louisiana%2C+agricultural+flood+control.+Volume+2.+Technical+appendixes%2C+A.+B%2C+C%2C+D%2C+E.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A160 791/0/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Ocean dumping report for calendar year 1984. Dredged material. AN - 14587415; 1469311 AB - This Report contains 99 International Maritime Organization (IMO) reports prepared by numerous Corps of Engineers employees in 20 Corps districts and divisions which have coastal boundaries. There are 49 reports which represent the CY 1984 permitted dredged material ocean disposal activities conducted under authority of Section 103 of the Marine Protection Research and Sanctuaries Act of 1972. The remaining 50 reports represent the CY 1984 Corps of Engineers dredged material disposal activities as authorized by the United States Congress. Y1 - 1985 PY - 1985 DA - 1985 KW - U.S. Corps of Engineers KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - WRSC-85-SR-4 KW - ocean dumping KW - Marine KW - dredge spoil KW - annual reports KW - waste disposal KW - environmental legislation KW - Q5 08504:Effects on organisms KW - Q2:09441 UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14587415?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ocean+dumping+report+for+calendar+year+1984.+Dredged+material.&rft.title=Ocean+dumping+report+for+calendar+year+1984.+Dredged+material.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A159 649/3/GAR. Microfiche. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Commencement Bay nearshore/tideflats Superfund Site, Tacoma, Washington remedial investigations. Evaluation of alternative dredging methods and equipment, disposal methods and sites, and site control and treatment practices for contaminated sediments. AN - 14452468; 1360114 AB - Alternative technologies and techniques for dredging, disposal, and treatment of contaminated sediments are reviewed. Implications of alternative technologies for management of contaminated sediments are discussed. Determination of acceptable criteria governing concentrations of contaminants in water, sediments and soils, and air is the major requirement for selecting specific technologies for managing contaminated sediments. Technologies should be used which ensure that criteria will be met at all phases in the handling operations. Cost is most variable for disposal site effluent treatment options. JF - ACE, SEATTLE, WA (USA). 1985. AU - Phillips, KE AU - Malek, J F AU - Hammer, W B Y1 - 1985 PY - 1985 DA - 1985 PB - ACE, SEATTLE, WA (USA) KW - Washington, Commencement Bay KW - site selection KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - Brackish KW - INE, USA, Washington, Commencement Bay KW - sediment pollution KW - dredging KW - sediments KW - waste disposal KW - pollution control KW - Q2:09442 KW - P 1000:MARINE POLLUTION KW - Q5 08502:Methods and instruments KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14452468?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Phillips%2C+KE%3BMalek%2C+J+F%3BHammer%2C+W+B&rft.aulast=Phillips&rft.aufirst=KE&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Commencement+Bay+nearshore%2Ftideflats+Superfund+Site%2C+Tacoma%2C+Washington+remedial+investigations.+Evaluation+of+alternative+dredging+methods+and+equipment%2C+disposal+methods+and+sites%2C+and+site+control+and+treatment+practices+for+contaminated+sediments.&rft.title=Commencement+Bay+nearshore%2Ftideflats+Superfund+Site%2C+Tacoma%2C+Washington+remedial+investigations.+Evaluation+of+alternative+dredging+methods+and+equipment%2C+disposal+methods+and+sites%2C+and+site+control+and+treatment+practices+for+contaminated+sediments.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A162 732/2/GAR. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Management of bottom sediments containing toxic substances: Proceedings of the U.S./Japan Experts Meeting (10th) held at Kyoto, Japan on 30-31 October 1984. AN - 14422902; 1317407 AB - Papers cover the following aspects of sediment contamination, as related to U.S. and Japanese situations: legal aspects; models; geochemistry; dredging; bioassay; treatment of contaminated sediments; impacts and their control; disposal techniques, including land and ocean dumping; dewatering; and environmental conservation. (Report on Dredging Operations Technical Support Program.) AU - Patin, T R Y1 - 1985 PY - 1985 DA - 1985 KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - pollution legislation KW - Brackish KW - sediment pollution KW - conferences KW - Freshwater KW - ocean dumping KW - dredging KW - USA KW - waste disposal KW - toxicants KW - geochemistry KW - Japan KW - pollution control KW - Q2:09444 KW - Q1 08106:Conferences and other meetings KW - Q2 09106:Conferences and other meetings KW - Q5 08505:Prevention and control KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14422902?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Management+of+bottom+sediments+containing+toxic+substances%3A+Proceedings+of+the+U.S.%2FJapan+Experts+Meeting+%2810th%29+held+at+Kyoto%2C+Japan+on+30-31+October+1984.&rft.au=Patin%2C+T+R&rft.aulast=Patin&rft.aufirst=T&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A163 709/9/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Aloha-Rigolette Area, Louisiana, agricultural flood control. Volume 1. Main report. AN - 14403595; 1316474 AB - Flooding in the basin occurs largely in the agricultural region of the Aloha-Rigolette area and is caused by interior runoff. Previously, the basin also sustained flooding from Red River overflow. In the mid-1950's flooding from this source was alleviated by construction of a levee along Red River and floodgates in the levee at the mouth of Bayou Rigolette. The floodgates serve as the only means of evacuating water from the basin. Since the mid-50's, agricultural development in the basin has increased dramatically. Concurrently, the amount of rainfall runoff increased. The streams in the agricultural area and the existing floodgates are now overtaxed by basin runoff. To address this problem, 22 alternative plans including a no-action plan were developed, assessed, and evaluated in this study. AU - Mathies, S Y1 - 1985 PY - 1985 DA - 1985 KW - USA, Louisiana, Bayou Rigolette KW - flood gates KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - river basins KW - river basin management KW - flood control KW - Freshwater KW - Q2 09327:Coast defences and harbour works KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14403595?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Mathies%2C+S&rft.aulast=Mathies&rft.aufirst=S&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Aloha-Rigolette+Area%2C+Louisiana%2C+agricultural+flood+control.+Volume+1.+Main+report.&rft.title=Aloha-Rigolette+Area%2C+Louisiana%2C+agricultural+flood+control.+Volume+1.+Main+report.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A160 790/e/GAR. See also Volume 2, AD-A160 791. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Pascagoula Harbor, Mississippi, feasibility report on improvement of the federal deep-draft navigation channel. Volume 1. Main report and environmental impact statement. AN - 14256198; 1084546 AB - The report presents the results of a feasibility study to determine if widening and/or deepening the existing Federal deep-draft navigation project would be economically justified and environmentally feasible. The plan recommended provides for deepening the existing entrance channel to 44 feet at a width of 550 feet from the gulf to the southern end of Horn Island Pass, then continuing the 44-foot depth through Horn Island Pass at a width of 600 feet. Within Mississippi Sound and into the Pascagoula River, the channel would be deepened to 42 feet at the present width of 350 feet. The existing Bayou Casotte channel would be deepened to 42 feet and widened to 350 feet and would include a new 1150-foot diameter turning basin just inside the mouth of 4 acres of emergent wetlands from the construction of the Bayou Casotte turning basin would be provided by restoring 6 acres of disturbed wetland habitat to a natural emergent nature. Construction is estimated to cost $57.3 million. Interest and amortization and future maintenance of the channel modifications amount to an annual charge of $5.4 million. Average annual equivalent benefits amount to $22.3 million, yielding a benefit-cost ratio of 4.1 to 1. Y1 - 1985 PY - 1985 DA - 1985 KW - ASW, USA, Mississippi, Pascagoula Harbor KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - COE-SAM/PD-N-84/011 KW - Marine KW - dredging KW - wetlands KW - environmental impact KW - Brackish KW - channels KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14256198?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pascagoula+Harbor%2C+Mississippi%2C+feasibility+report+on+improvement+of+the+federal+deep-draft+navigation+channel.+Volume+1.+Main+report+and+environmental+impact+statement.&rft.title=Pascagoula+Harbor%2C+Mississippi%2C+feasibility+report+on+improvement+of+the+federal+deep-draft+navigation+channel.+Volume+1.+Main+report+and+environmental+impact+statement.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A154 884/1/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Pascagoula Harbor, Mississippi. Feasibility report on improvement of the federal deep-draft navigation channel. Volume 2. Technical appendices. Revision. AN - 14250252; 1084528 AB - The report presents the results of a feasibility study to determine if widening and/or deepening the existing Federal deep-draft navigation project would be economically justified and environmentally feasible. The plan recommended provides for deepening the existing entrance channel to 44 feet at a width of 550 feet from the gulf to the southern end of Horn Island Pass, then continuing the 44-foot depth through Horn Island Pass at a width of 600 feet. Within Mississippi Sound and into the Pascagoula River, the channel would be deepened to 42 feet at the present width of 350 feet. The existing Bayou Casotte channel would be deepened to 42 feet and widened to 350 feet and would include a new 1150-foot diameter turning basin just inside the mouth of Bayou Casotte. Mitigation for the unavoidable loss of 4 acres of emergent wetlands from the construction of the Bayou Casotte turning basin would be provided by restoring 6 acres of disturbed wetland habitat to a natural emergent nature. Construction is estimated to cost $57.3 million. Interest and amortization and future maintenance of the channel modifications amount to an annual charge of $5.4 million. Average annual equivalent benefits amount to $22.3 million, yielding a benefit-cost ratio of 4.1 to 1. Y1 - 1985 PY - 1985 DA - 1985 KW - ASW, USA, Mississippi, Pascagoula Harbor KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - COE-SAM/PD-N-84/012 KW - Marine KW - dredging KW - wetlands KW - environmental impact KW - Brackish KW - channels KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14250252?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pascagoula+Harbor%2C+Mississippi.+Feasibility+report+on+improvement+of+the+federal+deep-draft+navigation+channel.+Volume+2.+Technical+appendices.+Revision.&rft.title=Pascagoula+Harbor%2C+Mississippi.+Feasibility+report+on+improvement+of+the+federal+deep-draft+navigation+channel.+Volume+2.+Technical+appendices.+Revision.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A154 885/8/GAR; Revision of Sep 84 rep. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Significance of location in computing flood damage AN - 13832126; 198502752 AB - Using generalized elevation-frequency and depth-damage relationships as developed by the Federal Insurance Administration to compute expected annual damage for residential structures in many conditions, data were presented to demonstrate that damage was significantly greater within the 25-year flood plain than outside it. The potential application of such findings - and limitations - are discussed. JF - Journal of Water Resources Planning and Management AU - Johnson, W K AD - U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, Calif. Y1 - 1985 PY - 1985 DA - 1985 SP - 65 EP - 81 VL - 111 IS - 1 SN - 0733-9496, 0733-9496 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13832126?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management&rft.atitle=Significance+of+location+in+computing+flood+damage&rft.au=Johnson%2C+W+K&rft.aulast=Johnson&rft.aufirst=W&rft.date=1985-01-01&rft.volume=111&rft.issue=1&rft.spage=65&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management&rft.issn=07339496&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Theoretical. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Cleaning and lining versus parallel mains AN - 13830180; 198502861 AB - The feasibility of, and operational considerations relating to, both cleaning and lining or installing new parallel pipes to boost the carrying capacity of old systems suffering from high head losses are discussed. The pros and cons of both techniques are detailed and costs compared. JF - Journal of Water Resources Planning and Management AU - Walski, T M AD - U.S. Army Corps of Engineers, Waterways Experimental Station, Vicksburg, Miss. Y1 - 1985 PY - 1985 DA - 1985 SP - 43 EP - 53 VL - 111 IS - 1 SN - 0733-9496, 0733-9496 KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13830180?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management&rft.atitle=Cleaning+and+lining+versus+parallel+mains&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=111&rft.issue=1&rft.spage=43&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management&rft.issn=07339496&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Cost Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Calculating effectiveness of water conservation measures AN - 13829067; 198503696 AB - An algorithm for predicting water conservation effectiveness is presented. Effectiveness could be calculated from an estimation of unrestricted water use, the fractional reduction in water use and the extent to which a conservation measure was applied. The U.S. Army Corps of Engineers MAPS (Methodology for Areawide Planning Studies) computer program had been developed to simplify the calculations. The algorithm was successfully used in Westchester County, New York and Hamilton Township, New Jersey. JF - Journal of Environmental Engineering AU - Walski, T M AU - Richards, W G AU - McCall, D J AU - Deb, A K AU - Morgan, J M AD - U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss. Y1 - 1985 PY - 1985 DA - 1985 SP - 209 EP - 221 VL - 111 IS - 2 SN - 0733-9372, 0733-9372 KW - U. s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13829067?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Environmental+Engineering&rft.atitle=Calculating+effectiveness+of+water+conservation+measures&rft.au=Walski%2C+T+M%3BRichards%2C+W+G%3BMcCall%2C+D+J%3BDeb%2C+A+K%3BMorgan%2C+J+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=111&rft.issue=2&rft.spage=209&rft.isbn=&rft.btitle=&rft.title=Journal+of+Environmental+Engineering&rft.issn=07339372&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Determination of urban flood damages AN - 13823908; 198600369 AB - A methodology and computer program, DAPROG 2, (Damage Assessment Program 2), to estimate urban flood damage and its relationship to depth of flooding for individual residential and commercial structures, was developed. The individual relationships were aggregated into composite relationships for an entire river reach. Other flood damages such as utility and transport damages and costs of emergency care were adjusted to a common elevation datum and aggregated into a composite stage-damage function. Estimates of the value of residential structures and their contents and depth-percent damage relationships for different types of structures are discussed and tabulated. The program was interactive and permitted the correction of data errors online. DAPROG 2 had been used successfully in the Baltimore District in flood control studies. JF - Journal of Water Resources Planning and Management AU - Appelbaum, S J AD - U.S. Army Corps of Engineers, Baltimore, Md. Y1 - 1985 PY - 1985 DA - 1985 SP - 269 EP - 283 VL - 111 IS - 3 SN - 0733-9496, 0733-9496 KW - Online KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13823908?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management&rft.atitle=Determination+of+urban+flood+damages&rft.au=Appelbaum%2C+S+J&rft.aulast=Appelbaum&rft.aufirst=S&rft.date=1985-01-01&rft.volume=111&rft.issue=3&rft.spage=269&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management&rft.issn=07339496&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Corps of Engineers develops water supply tools AN - 13822341; 198600130 AB - The author reviews briefly some of the work carried out under the auspices of the U.S. Army Corps of Engineers to solve various water supply problems, including the development of a computer program (MAPS - Methodology for Areawide Planning Studies) which could be used to estimate costs, select optimal pipe sizes, and assess the effectiveness of water conservation schemes. Other studies included development of nomograms and a computer program for selecting the correct chemical dosage for corrosion control, and guidance for operation and maintenance of distribution systems. A bibliography of 30 references is appended. JF - Journal of the American Water Resources Association AU - Walski, T M AD - U.S. Army Corps of Engineers, Vicksburg, Miss. Y1 - 1985 PY - 1985 DA - 1985 SP - 38 EP - 40 VL - 77 IS - 8 SN - 1093-474X, 1093-474X KW - U.s. army corps of engineers KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13822341?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+American+Water+Resources+Association&rft.atitle=Corps+of+Engineers+develops+water+supply+tools&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=77&rft.issue=8&rft.spage=38&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+American+Water+Resources+Association&rft.issn=1093474X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Water quality and regional water supply planning AN - 13822298; 198600470 AB - As part of the St. Lucie County Water Supply Study in Florida, the U.S. Army Corps of Engineers, in co-operation with the South Florida Water Management District, drew up a plan involving the construction of a 6.65 sq mile flow-way. The flow-way area was to consist of a seasonal wetland community, the plants of which would take up phosphorus from surplus rainfall runoff. A method for sizing the flow-way to achieve this was developed. Benefits of the plan included a reduction in the agricultural use of groundwater in this major citrus-growing area, a reduction in the use of existing surface water resources, the maintenance of regional water quality and economic benefits, particularly increased citrus production. The effect of the plan on the quality of Okeechobee lake and the land requirements of the flow-way plan are tabulated. JF - Journal of Water Resources Planning and Management AU - Lauwaert, A J AD - U.S. Army Corps of Engineers, San Francisco, Calif. Y1 - 1985 PY - 1985 DA - 1985 SP - 253 EP - 267 VL - 111 IS - 3 SN - 0733-9496, 0733-9496 KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00004:Water Treatment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13822298?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management&rft.atitle=Water+quality+and+regional+water+supply+planning&rft.au=Lauwaert%2C+A+J&rft.aulast=Lauwaert&rft.aufirst=A&rft.date=1985-01-01&rft.volume=111&rft.issue=3&rft.spage=253&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management&rft.issn=07339496&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Evaluating the potential for ground-water recharge in an arid climate: Sultanate of Oman AN - 13821475; 198602072 AB - The discovery of oil in 1964 changed the future of Oman, which for centuries had obtained water from springs and hand-dug well systems. Under the nationwide modernization programme in the early 1970's, the Omani government began a series of water resource studies to identify present resources and long range requirements. A major problem was the lack of a long-term hydrological database upon which to make economically sound engineering decisions. This was mitigated by installing numerous gauging stations in wadis throughout the northern mountain areas. Studies during 1978-80 recommended a water recharge project on the Wadi Sama'il between Al Khawd and Seeb, about 20 miles northwest of Muscat. JF - Bulletin of Association of Engineering Geologists AU - Kelly, B I AD - U.S. Army Corps of Engineers, Washington, D.C., U.S.A. Y1 - 1985 PY - 1985 DA - 1985 SP - 281 EP - 285 VL - 22 IS - 3 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13821475?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Bulletin+of+Association+of+Engineering+Geologists&rft.atitle=Evaluating+the+potential+for+ground-water+recharge+in+an+arid+climate%3A+Sultanate+of+Oman&rft.au=Kelly%2C+B+I&rft.aulast=Kelly&rft.aufirst=B&rft.date=1985-01-01&rft.volume=22&rft.issue=3&rft.spage=281&rft.isbn=&rft.btitle=&rft.title=Bulletin+of+Association+of+Engineering+Geologists&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The influence of seasonal light variations on the growth of Sphaerotilus natans AN - 13821165; S198619298 AB - Special vessels containing pure cultures of S. natans were submerged in model flowing water channels for 12 months. Cultures grown in darkened flasks produced the same quantity of cells throughout the year, irrespective of season. In cultures exposed to the natural diurnal cycle, growth was completely inhibited when the daylight period exceeded 13 hours (May-August). With the exception of a minor transient period, growth during the other months of the year was similar to that measured in darkened flasks. JF - Hydrobiologia AU - Mechsner, K AD - Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1985 PY - 1985 DA - 1985 SP - 193 EP - 197 VL - 120 IS - 3 SN - 0018-8158, 0018-8158 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13821165?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Hydrobiologia&rft.atitle=The+influence+of+seasonal+light+variations+on+the+growth+of+Sphaerotilus+natans&rft.au=Mechsner%2C+K&rft.aulast=Mechsner&rft.aufirst=K&rft.date=1985-01-01&rft.volume=120&rft.issue=3&rft.spage=193&rft.isbn=&rft.btitle=&rft.title=Hydrobiologia&rft.issn=00188158&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The effects of salinity-dependent hydraulic conductivity on saltwater intrusion episodes AN - 13820227; 198601883 AB - The consequences of changes in hydraulic conductivity of soils, due to salinity changes, for saltwater intrusion into coastal aquifers were studied. Such changes could increase the degree to which brackish water would enter an aquifer and could increase the width of the dispersed salt front, giving much increased saltwater circulation in the intruding salt ''toe'. These results might explain field observations which had previously been attributed to ''scale-dependent' dispersivity and structural domain anisotropy. JF - Journal of Hydrology (Amsterdam) AU - Mehnert, E AU - Jennings, A A AD - U.S. Army Corps of Engineers, Fort Worth, Tex. Y1 - 1985 PY - 1985 DA - 1985 SP - 283 EP - 297 VL - 80 IS - 3/4 SN - 0022-1694, 0022-1694 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13820227?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Hydrology+%28Amsterdam%29&rft.atitle=The+effects+of+salinity-dependent+hydraulic+conductivity+on+saltwater+intrusion+episodes&rft.au=Mehnert%2C+E%3BJennings%2C+A+A&rft.aulast=Mehnert&rft.aufirst=E&rft.date=1985-01-01&rft.volume=80&rft.issue=3%2F4&rft.spage=283&rft.isbn=&rft.btitle=&rft.title=Journal+of+Hydrology+%28Amsterdam%29&rft.issn=00221694&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Assuring accurate model calibration AN - 13816629; 198602140 AB - Methods of calibrating water distribution models are discussed. The requirement for accurate raw data was emphasized. Observation of differences between measured and predicted values was an inadequate way to judge calibration accuracy. An example problem, in which water pressures in a distribution system were to be determined, is considered using first an analytical approach and then a trial-and-error approach. JF - Journal of the American Water Resources Association AU - Walski, T M AD - U.S. Army Corps of Engineers, Vicksburg, Miss. Y1 - 1985 PY - 1985 DA - 1985 SP - 38 EP - 41 VL - 77 IS - 12 SN - 1093-474X, 1093-474X KW - Analysis KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13816629?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+American+Water+Resources+Association&rft.atitle=Assuring+accurate+model+calibration&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=77&rft.issue=12&rft.spage=38&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+American+Water+Resources+Association&rft.issn=1093474X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Stabilizing water with chemical doses AN - 13815579; 198601184 AB - The use of Caldwell-Lawrence diagrams, nomograms and computers to estimate saturation pH is discussed. Frequent estimates of dose rates of chemical should be made on waters which showed rapid changes in quality. JF - Water/Engineering & Management AU - Walski, T M AU - Morgan, J M AU - Corey, M W AD - U.S. Army Corps of Engineers, Vicksburg, Miss. Y1 - 1985 PY - 1985 DA - 1985 SP - 36 EP - 37 VL - 132 IS - 11 KW - Aqualine Abstracts KW - AQ 00004:Water Treatment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13815579?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water%2FEngineering+%26+Management&rft.atitle=Stabilizing+water+with+chemical+doses&rft.au=Walski%2C+T+M%3BMorgan%2C+J+M%3BCorey%2C+M+W&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=132&rft.issue=11&rft.spage=36&rft.isbn=&rft.btitle=&rft.title=Water%2FEngineering+%26+Management&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Floating breakwater design AN - 13810199; S198720366 AB - Floating breakwater designs are described and illustrated and their advantages are noted when foundations will not take bottom-connected breakwaters, in deep waters, in preventing water sluggishness and thus aiding fish migration, for aesthetic low profiles and for towing away if ice formation is a problem, or rearranging to a new formation when necessary. The advantages and disadvantages are discussed of the box, barge, pontoon, mat and tethered float types and methods of mooring are described using filing, which allows the breakwater to rise and fall with the tide but not to move laterally; concrete mass or ship anchors and line; or stake piles and line. Details are given of layouts and limitations, cost data and design criteria including wave forecasts; surveys of water level, current and ice conditions; hydrographic surveys; foundation exploration; determination of the level of protection required; selection of mooring system; model tests; cost comparisons for suitable designs; evaluation of environmental impacts and selection of best design based on reliability durability, cost and social and environmental impacts. JF - Journal of Waterway, Port, Coastal and Ocean Engineering AU - McCartney, B L AD - U.S. Army Corps of Engineers, Washington, D.C. Y1 - 1985 PY - 1985 DA - 1985 SP - 304 EP - 318 VL - 111 IS - 2 SN - 0733-950X, 0733-950X KW - Fish (see also individual groups listed below) KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13810199?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Waterway%2C+Port%2C+Coastal+and+Ocean+Engineering&rft.atitle=Floating+breakwater+design&rft.au=McCartney%2C+B+L&rft.aulast=McCartney&rft.aufirst=B&rft.date=1985-01-01&rft.volume=111&rft.issue=2&rft.spage=304&rft.isbn=&rft.btitle=&rft.title=Journal+of+Waterway%2C+Port%2C+Coastal+and+Ocean+Engineering&rft.issn=0733950X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Lake Erie nutrient loads, 1970-1980 AN - 13806392; S198823472 AB - Results of a 10-year water quality monitoring programme are presented. Point source and non-point source loading calculations were made for 80 sub-basins of Erie lake corresponding to its major tributaries. Changes in nutrient concentration associated with increased tributary streamflow were measured. Nutrient transport loadings, calculated and a monthly basis, were based on the flow interval method. Soluble orthophosphate, chloride, and silica loads decreased from 1970-1980. Nitrogen species were highly variable, showing an overall increasing concentration trend. Total phosphorus loads showed a similar decrease with decreases in minimal monthly loads reflecting reductions in point source loading. A three-basin total phosphorus model for Erie lake (U.S. Army Corps of Engineers) was used in conjunction with the data to predict water quality changes over the 10 year period. Changes were correlated with effective wastewater, phosphorus removal, treatment practices. JF - Journal of Great Lakes Research AU - Yaksich, S M AU - Melfi, DA AU - Baker, D B AU - Kramer, J W AD - U.S. Army Corps of Engineers, Buffalo, N.Y. Y1 - 1985 PY - 1985 DA - 1985 SP - 117 EP - 131 VL - 11 IS - 2 SN - 0380-1330, 0380-1330 KW - Modelling (-general-) KW - Reduction KW - Aqualine Abstracts KW - AQ 00002:Water Quality UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13806392?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Great+Lakes+Research&rft.atitle=Lake+Erie+nutrient+loads%2C+1970-1980&rft.au=Yaksich%2C+S+M%3BMelfi%2C+DA%3BBaker%2C+D+B%3BKramer%2C+J+W&rft.aulast=Yaksich&rft.aufirst=S&rft.date=1985-01-01&rft.volume=11&rft.issue=2&rft.spage=117&rft.isbn=&rft.btitle=&rft.title=Journal+of+Great+Lakes+Research&rft.issn=03801330&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Unwatering the Divide Cut of the Tennessee-Tombigbee Waterway: a major challenge to construction AN - 13805330; S198823910 AB - The Divide Cut was a 27-mile length of the 39-mile Divide Section of the Tennessee-Tombigbee Waterway, northeastern Mississippi. To make the cut, more than 150 million yd3 of unconsolidated sediment had to be excavated, and the artesian groundwater table had to be lowered by 100 ft. This was achieved by boring deep wells, while the gravity groundwater was removed by trenching. The drawdown of water was constantly monitored in the area of the canal, to predict the environmental impact. Over 1000 piezometers were used to monitor construction excavation and the spread of the drawdown cone. The 280 ft wide canal was successfully completed ahead of schedule with the groundwater safely controlled through permanent relief wells. Numerous diagrams are given showing geological profiles of the Divide Cut and the dewatering area. JF - Environmental Geology and Water Sciences AU - Simmons, MD AD - U.S. Army Corps of Engineers, Nashville, Tenn. Y1 - 1985 PY - 1985 DA - 1985 SP - 51 EP - 67 VL - 7 IS - 1/2 KW - Reduction KW - Unconsolidated KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13805330?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Geology+and+Water+Sciences&rft.atitle=Unwatering+the+Divide+Cut+of+the+Tennessee-Tombigbee+Waterway%3A+a+major+challenge+to+construction&rft.au=Simmons%2C+MD&rft.aulast=Simmons&rft.aufirst=MD&rft.date=1985-01-01&rft.volume=7&rft.issue=1%2F2&rft.spage=51&rft.isbn=&rft.btitle=&rft.title=Environmental+Geology+and+Water+Sciences&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Hydrogeological and geotechnical aspects of the Tennessee-Tombigbee Waterway AN - 13804429; S198823909 AB - Some of the engineering and environmental problems during construction of the Tennessee-Tombigbee Waterway Project, and how they were dealt with are discussed. The river and canal sections of the waterway were constructed on the floodplain of the Tombigbee river. The locks and dams were founded on Upper Cretaceous sediments, composed of sands, clays and silts. The 39 mile long Divide Cut was excavated through higher topography underlain by these formations. During construction, extensive control of groundwater and a major dewatering effort was required. Two hundred million yd3 of material were excavated, utilized and disposed of, and 10 locks and dams over 80 miles of canal were constructed, within budget, ahead of schedule, and with minimal environmental impact. JF - Environmental Geology and Water Sciences AU - Bryan, J H AD - U.S. Army Corps of Engineers, Mobile, Ala. Y1 - 1985 PY - 1985 DA - 1985 SP - 25 EP - 50 VL - 7 IS - 1/2 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13804429?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Geology+and+Water+Sciences&rft.atitle=Hydrogeological+and+geotechnical+aspects+of+the+Tennessee-Tombigbee+Waterway&rft.au=Bryan%2C+J+H&rft.aulast=Bryan&rft.aufirst=J&rft.date=1985-01-01&rft.volume=7&rft.issue=1%2F2&rft.spage=25&rft.isbn=&rft.btitle=&rft.title=Environmental+Geology+and+Water+Sciences&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Hydrology, hydraulic, and sediment considerations of the Tennessee-Tombigbee Waterway AN - 13804410; S198823911 AB - The Tennessee-Tombigbee Waterway was located in the states of Alabama and Mississippi in the southeastern U.S. The waterway had a total length of 234 miles. The hydrology and hydraulic design of the system is described, and the sedimentation characteristics and the various monitoring programmes involved are discussed. During construction of the waterway, 10 locks and dams were constructed which formed lakes with a total water surface area of over 42,400 acres. The excavation and disposal of over 307 million yd3 of material was necessary. Because of the complexity of this massive undertaking, only an overview of the topics mentioned above is given, but some of the more important design documents are listed in the references. JF - Environmental Geology and Water Sciences AU - Underwood, K D AU - Imsand, F D AD - U.S. Army Corps of Engineers, Mobile, Ala. Y1 - 1985 PY - 1985 DA - 1985 SP - 69 EP - 90 VL - 7 IS - 1/2 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13804410?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Geology+and+Water+Sciences&rft.atitle=Hydrology%2C+hydraulic%2C+and+sediment+considerations+of+the+Tennessee-Tombigbee+Waterway&rft.au=Underwood%2C+K+D%3BImsand%2C+F+D&rft.aulast=Underwood&rft.aufirst=K&rft.date=1985-01-01&rft.volume=7&rft.issue=1%2F2&rft.spage=69&rft.isbn=&rft.btitle=&rft.title=Environmental+Geology+and+Water+Sciences&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Hydraulics graphics package: users' manual AN - 13799540; S198822600 AB - The report describes the methods for implementing a hydraulics graphic package which could display the input and output data from 3 hydraulics programs and the output results from a fourth. These programs were: HEC-2 for water surface profiles; GEDA for geometric elements from cross-section co-ordinates; HEC-6 for scour and deposition in rivers and reservoirs, and DAMPOS, the N.W.S. Dam-Break flood forecasting model post processor. Some typical examples of the use of these programs are included. JF - U.S. Army Corps of Engineers. Hydrologic Engineering Centre, Davis, Calif., (SW/2552) AU - Army Corps Of Engineers, US Y1 - 1985 PY - 1985 DA - 1985 SP - 150 KW - Post KW - U. s army corps of engineers KW - U.s. army corps of engineers KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13799540?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Army+Corps+Of+Engineers%2C+US&rft.aulast=Army+Corps+Of+Engineers&rft.aufirst=US&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=150&rft.isbn=&rft.btitle=Hydraulics+graphics+package%3A+users%27+manual&rft.title=Hydraulics+graphics+package%3A+users%27+manual&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The impact of government legislation on industrial effluent treatment AN - 13795401; S198825232 AB - The attitudes of industry to environmental pollution are examined. Legislation for the protection of water from pollution by industry, its enforcement and its effectiveness in Switzerland, the Netherlands, and Britain are compared. Water pollution control legislation, with or without penalties for noncompliance, appeared to be an effective stimulus for technological innovation. JF - Conservation & Recycling AU - Hamer, G AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1985 PY - 1985 DA - 1985 SP - 25 EP - 43 VL - 8 IS - 1/2 KW - Pollution (s/a contamination, individ grps below) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13795401?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Conservation+%26+Recycling&rft.atitle=The+impact+of+government+legislation+on+industrial+effluent+treatment&rft.au=Hamer%2C+G&rft.aulast=Hamer&rft.aufirst=G&rft.date=1985-01-01&rft.volume=8&rft.issue=1%2F2&rft.spage=25&rft.isbn=&rft.btitle=&rft.title=Conservation+%26+Recycling&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Corps of Engineers activities in water supply planning AN - 13759862; S199031472 AB - The development of the U.S. Army Corps of Engineers responsibility in the water supply field is traced from its inception, and the main legislative provisions defining the Corps' involvement are discussed. Examples of cases in which the Corps was directed by Congress to play a major role in solving a water supply problem for a specific area of the U.S. are given. The Corps was also providing technical assistance to state and local administrations in the solution of local problems. The Corps' research and development programme is also described. JF - Managing a Priceless Resource.Proceedings American Water Works Association Annual Conference. Washington, D.C. AU - Crews, JE Y1 - 1985 PY - 1985 DA - 1985 SP - 8 EP - 324 KW - U. s army corps of engineers KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13759862?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Crews%2C+JE&rft.aulast=Crews&rft.aufirst=JE&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=317&rft.isbn=&rft.btitle=Corps+of+Engineers+activities+in+water+supply+planning&rft.title=Corps+of+Engineers+activities+in+water+supply+planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Performance criteria for water distribution systems AN - 13757926; S199031451 AB - Amibiguities in existing performance criteria for water distribution systems, resulting in the necessity of making design assumptions, are discussed. The effects of these assumptions on system evaluation and the sizing of pipes are reviewed. Depending on what assumptions were made, systems could either be over-designed, with excessive costs in consequence, or have little capacity to handle extreme demands. Some suggestions for the reduction of design assumptions to a minimum are made. JF - Managing a Priceless Resource. Proceedings American Water Works Association Annual Conference. Washington, D.C. AU - Walski, T M Y1 - 1985 PY - 1985 DA - 1985 SP - 7 EP - 21 KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13757926?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=15&rft.isbn=&rft.btitle=Performance+criteria+for+water+distribution+systems&rft.title=Performance+criteria+for+water+distribution+systems&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Water resources development in Alaska 1985 AN - 1151912558; 2012-101144 JF - Water resources development in Alaska 1985 Y1 - 1985/01// PY - 1985 DA - January 1985 SP - 47 KW - United States KW - geologic hazards KW - erosion KW - surface water KW - water management KW - hydroelectric energy KW - preventive measures KW - urban environment KW - structures KW - navigation KW - erosion control KW - natural hazards KW - floods KW - drainage basins KW - Alaska KW - water resources KW - 30:Engineering geology KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/1151912558?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1985-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Alaska+1985&rft.title=Water+resources+development+in+Alaska+1985&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2012-01-01 N1 - Availability - U. S. Army Corps of Engineers, Anchorage, AK, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-11-15 ER - TY - RPRT T1 - GENEVA-ON-THE-LAKE, OHIO SMALL BOAT HARBOR (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF AUGUST 1981). AN - 36389019; 47 AB - PURPOSE: The establishment of a 15.6-acre small boat harbor at Geneva-on-the-Lake, a land area within the 725-acre Geneva State Park that lies on the south shore of Lake Erie in Ashtabula County, approximately 17 miles east of Fairport Harbor, Ohio, is proposed. This draft supplement to the final EIS of August 1981 considers construction revisions required after geophysical surveys indicated that top-of-rock elevations were higher than previously estimated. Plan revisions would involve lengthening both breakwater head sections and increasing the crest elevation, deepening the entrance channel depth to nine feet below LWD, redesigning the harbor layout, and utilizing a concrete inverted T-wall design for construction of the inner seawall rather than the diaphragm cell wall originally proposed. The impervious dike, wetland water control structure, and wetland construction at Pond A would be implemented, but the dike configuration would be modified to conform to the redesigned harbor. The proposed dike plantings and littoral zone nourishment also would be included. Excess excavated material would be placed in an undeveloped camping area to the west of Wheeler Creek Road rather than to the east of this road, as originally planned. Launching ramps, mooring area, public wharf, service dock, and boat house additions still would be included. Two new wetlands, totaling 7.4 acres, would be constructed in the southeastern corner of the park. POSITIVE IMPACTS: The revised plan would provide essentially the same benefits to recreational fishing and boating as the original plan, but with reduced rock excavation and project costs. The overall savings are estimated at $2.1 million. NEGATIVE IMPACTS: Construction of the harbor would destroy 3.3 acres of shrub, tree, and old field habitat; 2.3 acres of forest; 4.7 acres of mowed grassland; and 4.2 acres of wetland. The project also would enclose 800 feet of shoreline by breakwaters, eliminate most or all wood duck roosting, and limit waterfowl use of major portions of the most ecologically valuable areas of the remaining wetlands. LEGAL MANDATES: Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et Seq.), and River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 81-0557D, Volume 5, Number 7, and 81-0954F, Volume 5, Number 11, respectively. JF - EPA number: 840581, 101 pages, December 24, 1984 PY - 1984 KW - Water KW - Birds KW - Breakwaters KW - Cost Assessments KW - Geologic Surveys KW - Harbor Structures KW - Harbors KW - Hydrologic Assessments KW - Navigation KW - Parks KW - Recreation Facilities KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Soils Surveys KW - Waterways KW - Wetlands KW - Geneva-on-the-Lake Small Boat Harbor KW - Lake Erie KW - Ohio KW - Executive Order 11990, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389019?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-24&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=GENEVA-ON-THE-LAKE%2C+OHIO+SMALL+BOAT+HARBOR+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1981%29.&rft.title=GENEVA-ON-THE-LAKE%2C+OHIO+SMALL+BOAT+HARBOR+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+AUGUST+1981%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 24, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION OF A COMBAT ASSAULT LANDING STRIP AT CAMP BULLIS, FT. SAM HOUSTON, TEXAS. AN - 36394855; 4 AB - PURPOSE: Military training exercises on a compacted earth combat assault landing strip are proposed for Camp Bullis, Ft. Sam Houston, Texas. The landing strip is approximately 3,500 feet long and 100 feet wide, with associated turnaround areas, a parallel taxiway, and required safety clearances. The training exercises would use C-130 aircraft in a maximum of 300 missions annually. Daily usage would not exceed 12 missions, and no touch-and-go operations would be involved. Telecommunications would be maintained between the aircraft, Air Force combat teams, and the San Antonio International Airport tower during all missions. POSITIVE IMPACTS: Operation of the air strip would allow the Army and the Air Force to meet their training requirements of conducting tactical landing on unimproved airstrips, would provide essential realism to military preparedness exercises, and ensure a general reserve of combat-ready forces during emergency situations. Use of the Camp Bullis air strip would yield a net revenue savings to the government by precluding the need to transport personnel and equipment greater distances to other combat landing strips. NEGATIVE IMPACTS: Training exercises would generate fugitive dust during operations, increase turbidity in Cibolo Creek due to run-off from the air strip during maintenance activities, and disturb wildlife by aircraft noise. Accidental fuel spills or fires could destroy terrestrial and aquatic habitats and cultural resources. Major aircraft accidents could result in the loss of life and property. JF - EPA number: 840577, 161 pages, December 20, 1984 PY - 1984 KW - Defense Programs KW - Aircraft Noise KW - Airports KW - Biologic Surveys KW - Military Operations (Air Force) KW - Military Operations (Army) KW - Noise Assessments KW - Wildlife Habitat KW - Texas UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394855?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-20&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+OF+A+COMBAT+ASSAULT+LANDING+STRIP+AT+CAMP+BULLIS%2C+FT.+SAM+HOUSTON%2C+TEXAS.&rft.title=OPERATION+OF+A+COMBAT+ASSAULT+LANDING+STRIP+AT+CAMP+BULLIS%2C+FT.+SAM+HOUSTON%2C+TEXAS.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Ft. Worth, Texas; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 20, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - STATE ROUTE 22 FROM EAST OF THE ILLINOIS CENTRAL GULF RAILROAD TO NEAR THE RALSTON COMMUNITY, OBION AND WEAKLEY COUNTIES, TENNESSEE. AN - 36394006; 27 AB - PURPOSE: Relocation of a 14.2-mile segment of State Route (S.R.) 22 as a four-lane highway from a point just east of the Illinois Central Gulf Railroad to a point near the Ralston Community in Obion and Weakley counties, Tennessee is proposed. The alignment would follow the abandoned Louisville and Nashville Railroad bed in Obion and Weakley counties and incorporate a northern bypass of the city of Martin. Interchanges would be provided at existing S.R. 22 east of the Illinois Central Gulf Railroad; Terrell Road, east of the community of Gardner; U.S. 45 East; S.R. 43 spur; Industrial Park Drive; and at the project terminus near Ralston. Grade separations would be provided at Shaffner Road, Terrell Road, Gardner Road, the Illinois Central Gulf Railroad north of Martin, Old Salem Road, and Gardner/Hydnsver Road. Old Terrell Road, Old Gardner Road, and Covington Road will be closed. A new bridge would be constructed across the North Fork Obion River. The facility would be a fully controlled-access highway with four 12-foot traffic lanes and a 48-foot median within a right-of-way with a minimum width of 250 feet. The new alignment will require approximately 667 acres for rights-of-way. The project will carry between 4,950 to 5,110 vehicles per day during the year 1985 and 10,590 to 10,790 in 2005, with a truck volume of between 7 and 14 percent. Cost of the project is estimated at $66 million. POSITIVE IMPACTS: Relocation of the highway would improve local and regional accessibility and traffic service, reduce traffic congestion in Martin, improve safety and operating conditions within the corridor, enhance future growth as proposed by local and regional land use and major thoroughfare plans, and provide a new crossing of the North Fork Obion River. NEGATIVE IMPACTS: Development of approximately 667 acres of rights-of-way would displace 16 families for a total of 56 individuals, and five businesses, one nonprofit organization, 87 acres of wooded upland habitat, 7.6 acres of wetland, and 169.2 acres of farmland. The immediate effect of rights-of-way acquisition would be a reduction of the local tax base. Although a portion of the corridor would be exposed to noise levels in excess of Federal Highway Administration standards, no sensitive receptors would lie within this portion of the corridor. The highway would intrude visually on the William Parker Caldwell House, a site eligible for listing on the National Register of Historic Places. LEGAL MANDATES: Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601 et seq.). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements and the draft supplemental environmental impact statement, see 79-0359D, Volume 3, Number 4; 80-0720F, Volume 4, Number 9; and 84-0087D, Volume 8, Number 2, respectively. JF - EPA number: 840575, 197 pages, December 18, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-TN-EIS-83-04-F KW - Archaeological Sites Surveys KW - Bridges KW - Farmlands KW - Forests KW - Highway Structures KW - Highways KW - Historic Sites Surveys KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Transportation KW - Wildlife Habitat KW - Tennessee KW - Executive Order 11990, Compliance KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394006?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-18&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=STATE+ROUTE+22+FROM+EAST+OF+THE+ILLINOIS+CENTRAL+GULF+RAILROAD+TO+NEAR+THE+RALSTON+COMMUNITY%2C+OBION+AND+WEAKLEY+COUNTIES%2C+TENNESSEE.&rft.title=STATE+ROUTE+22+FROM+EAST+OF+THE+ILLINOIS+CENTRAL+GULF+RAILROAD+TO+NEAR+THE+RALSTON+COMMUNITY%2C+OBION+AND+WEAKLEY+COUNTIES%2C+TENNESSEE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Nashville, Tennessee; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 18, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONESUS LAKE, NEW YORK: PROPOSED PLAN FOR FLOOD DAMAGE REDUCTION (FINAL ADDENDUM TO THE DETAILED PROJECT REPORT AND FINAL SUPPLEMENT I TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF SEPTEMBER 1981). AN - 36388985; 46 AB - PURPOSE: The modification of the design of a project to use the natural storage capacity of Conesus Lake in order to prevent flooding around the perimeter of the lake in Livingston County, New York, is proposed. This final supplement to the final EIS of September 1981 considers a modified plan which would involve the excavation of an outlet channel to complement the existing outlet, which is Conesus Creek, and the development of recreational facilities not proposed in the final EIS. The additional outlet channel would extend 750 feet inland from the north end of Conesus Lake to a point several hundred feet upstream of the Route 20A bridge. The channel would be constructed along an alignment west of a trailer park that would have been bisected by the originally proposed alignment. The channel would have a bottom width of 60 feet and one-vertical-on-three-horizontal side slopes. Recreational facilities to be developed under the modified plan would include two parking lots for 120 vehicles and a small boat launch facility, which would be constructed on the edge of the new channel. Primary access to the recreational site would be from just south of Wilson Road on the west side of the proposed lake outlet. Ice fishing access would be from the south side of the property directly onto the lake. A secondary parking lot would be provided to the north adjacent to Pebble Beach Road, which would constitute the main access route to the parking lot. Measures incorporated into the original design, in addition to the channel and recreational facilities, would be developed as proposed in the FEIS; these facilities include a water control structure, downstream channelization on Conesus Creek, and wetland mitigation. Estimated cost of the recreational facilities to be developed is $81,000, and the benefit-cost ratio is estimated at 1.03. POSITIVE IMPACTS: Although it would provide flood control benefits similar to the FEIS plan, the newly proposed plan would cost less than the earlier proposal. By avoiding the trailer park, the channel alignment would preclude severe disruption of the neighborhood. Furthermore, the new channel would provide approximately 50,000 square feet of additional benthic habitat. NEGATIVE IMPACTS: Excavation of the channel would result in loss of two to three acres of bottomland forest and displacement of two cottages located along Wilson Road. A third cottage to the east of the new channel would lose its access along Wilson Road. Acquisition of lands in association with recreational facilities development would require displacement of one trailer. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Flood Control Act of 1948 (62 Stat. 1171). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements and the draft supplement to the final statement, see 81-0733D, Volume 5, Number 9; 82-0468F, Volume 6, Number 7; and 83-0329D, Volume 7, Number 6, respectively. JF - EPA number: 840553, 2 volumes, December 14, 1984 PY - 1984 KW - Water KW - Channels KW - Creeks KW - Dredging KW - Fisheries KW - Flood Control KW - Lakes KW - Recreation Facilities KW - Section 404(b) Statements KW - Water Storage KW - Waterways KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Flood Control Act of 1948, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388985?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONESUS+LAKE%2C+NEW+YORK%3A+PROPOSED+PLAN+FOR+FLOOD+DAMAGE+REDUCTION+%28FINAL+ADDENDUM+TO+THE+DETAILED+PROJECT+REPORT+AND+FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1981%29.&rft.title=CONESUS+LAKE%2C+NEW+YORK%3A+PROPOSED+PLAN+FOR+FLOOD+DAMAGE+REDUCTION+%28FINAL+ADDENDUM+TO+THE+DETAILED+PROJECT+REPORT+AND+FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+SEPTEMBER+1981%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Buffalo, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 14, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NAVIGATION STUDY, BELLVILLE POINT, MCINTOSH COUNTY, GEORGIA. AN - 36387435; 41 AB - PURPOSE: Dredging of a navigation channel between the Atlantic Intracoastal Waterway and Bellville Point is proposed to improve commercial fishing at Bellville Point in McIntosh County, Georgia. Bellville Point is located on the Sapelo River on the eastern side of the county. The channel would have a bottom width of 100 feet and a depth of 10 feet below mean low water (MLW). Excavation of 211,900 cubic yards of material would be necessary initially; this material and material dredged during maintenance operations would be dumped in two open-water sites. Cost of the project is estimated at $686,200 and the benefit-cost ratio is estimated at 3.4. POSITIVE IMPACTS: Navigation in the vicinity of the point would improve significantly. As a result, commercial fishing would be enhanced and the local economy would be boosted. Repeated disposal of material dredged during maintenance operations would transform the benthic habitat at the disposal sites into tidally inundated flats that would provide valuable feeding areas for wading birds and raptors. In addition, oysters and algal forms would populate the areas. Increased channel flow velocities resulting from strategic location of the disposal sites would probably reduce shoaling problems in the main channel in the vicinity of these areas. NEGATIVE IMPACTS: Approximately 65 acres of bottom habitat would be lost as it was raised 1.5 to 2.0 feet above MLW due to disposal of dredged sediment. As a result, species diversity in disposal areas would be altered. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1960 (74 Stat. 480). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 82-0608D, Volume 6, Number 9. JF - EPA number: 840570, 460 pages, December 14, 1984 PY - 1984 KW - Water KW - Biologic Surveys KW - Cost Assessments KW - Disposal KW - Dredging KW - Navigation KW - Section 404(b) Statements KW - Sediment Analyses KW - Socioeconomic Assessments KW - Waterways KW - Georgia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1960, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387435?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-14&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NAVIGATION+STUDY%2C+BELLVILLE+POINT%2C+MCINTOSH+COUNTY%2C+GEORGIA.&rft.title=NAVIGATION+STUDY%2C+BELLVILLE+POINT%2C+MCINTOSH+COUNTY%2C+GEORGIA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Savannah, Georgia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 14, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - COUNTY ROAD 116 EXTENSION FROM COUNTY STATE AID HIGHWAY 7 TO STATE TRUNK HIGHWAY 47; BRIDGE CONSTRUCTION OVER THE RUM RIVER AND CONNECTING ROADWAYS IN RAMSEY, ANDOVER, AND ANOKA, ANOKA COUNTY, MINNESOTA. AN - 36387991; 24 AB - PURPOSE: Construction of 1.1 miles of four-lane highway and a bridge across the Rum River in Anoka County, Minnesota is proposed to extend County Road 116 from its intersection with Minnesota Trunk Route 47 to County Aid Highway 7. The highway section would extend between the cities of Ramsey and Anoka. The urban highway section would consist of four 12-foot lanes flanked by 10-foot shoulders and curbs and gutters. The design speed of the facility would be 40 miles per hour, and access to the facility would be limited to intersections and major entrances such as that to the Anoka Senior High School. Rights-of-way width would vary from 120 feet along most of the roadway to 200 feet near the Rum River crossing. Traffic signals would be installed at the termini, and a pedestrian bridge and a Rum River backwater bridge could be constructed. Under the preferred alternative, the roadway would be depressed six feet below grade and a four-foot-high earth berm would be constructed along the top of the backslope. Estimated cost of the project is $5.1 million. POSITIVE IMPACTS: The highway segment would constitute a central link in an east-west arterial roadway connecting the cities of Andover and Ramsey. Removal of traffic from U.S. 10 would reduce noise, congestion, and emission levels along that arterial. The project would allow for more efficient use of the Seventh Avenue railroad underpass and would reduce the number of vehicles using at-grade railroad crossings. NEGATIVE IMPACTS: Rights-of-way requirements would result in disruption of as much as 1.5 acres of wetlands and river banks, encroachment into floodplain land, loss of a small amount of farmland, and removal of 13.2 acres from the 322-acre Anoka Open Space. Federal Highway Administration noise standards would be violated at some locations. The bridge across the Rum River would constitute an aesthetic encroachment on a state-listed scenic river. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11988, Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft EIS, see 82-0189D, Volume 6, Number 3. JF - EPA number: 840565, 67 pages, December 13, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-MN-EIS/4(f)-82-01-F KW - Bridges KW - Farmlands KW - Floodplains KW - Highways KW - Noise Standards Violations KW - Open Space KW - Parks KW - Relocations-Property Acquisitions KW - Scenic Areas KW - Section 4(f) Statements KW - Section 404(b) Statements KW - Transportation KW - Wetlands KW - Minnesota KW - Department of Transportation Act of 1966, Parks KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36387991?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-13&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=COUNTY+ROAD+116+EXTENSION+FROM+COUNTY+STATE+AID+HIGHWAY+7+TO+STATE+TRUNK+HIGHWAY+47%3B+BRIDGE+CONSTRUCTION+OVER+THE+RUM+RIVER+AND+CONNECTING+ROADWAYS+IN+RAMSEY%2C+ANDOVER%2C+AND+ANOKA%2C+ANOKA+COUNTY%2C+MINNESOTA.&rft.title=COUNTY+ROAD+116+EXTENSION+FROM+COUNTY+STATE+AID+HIGHWAY+7+TO+STATE+TRUNK+HIGHWAY+47%3B+BRIDGE+CONSTRUCTION+OVER+THE+RUM+RIVER+AND+CONNECTING+ROADWAYS+IN+RAMSEY%2C+ANDOVER%2C+AND+ANOKA%2C+ANOKA+COUNTY%2C+MINNESOTA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Saint Paul, Minnesota; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 13, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - BURLINGTON MEGC M 5000(1), BURLINGTON SOUTHERN CONNECTOR HIGHWAY, BURLINGTON, VERMONT (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1979). AN - 36388035; 28 AB - PURPOSE: The construction of the 2.5-mile Burlington Southern Connector commencing at the interchange of Interstate 189 (I-189) and Shelburne Road (US 7) and extending westerly and northerly on new location between Pine Street and the Vermont Railway to Battery Street, terminating at the intersection of Battery and Maple streets in Burlington, Vermont, is proposed. The highway would be a four-lane, undivided facility with auxiliary lanes at intersections and would have four signalized at-grade intersections with local streets. The project also would involve reconstruction of the I-189 interchange for full directional access and rebuilding of a short section of I-189 to effect a transition to the grade and cross-section of the Southern Connector. This draft supplement to the final EIS of July 1979 addresses the impacts of constructing the preferred alternative through wetlands contaminated by coal gasification wastes. It describes the remedial actions proposed to control the release of hazardous waste materials and the measures to mitigate the loss of wetlands. The remedial action system would involve groundwater withdrawal using a well point system and a vacuum manifold to consolidate the peat stratum under the swamp and render it less susceptible to displacement under compression; treatment of the withdrawn groundwater at an on-site plant to remove coal tar contaminants before discharging the water into a lake; placement of the highway embankment on a prepared site grade, with preloading to achieve relatively quick consolidation of the peat; and closing the site with an impervious cap to reduce groundwater infiltration and prevent migration of remaining contaminants. Mitigation of wetland loss would be accomplished on the Burlington Northern Connector. Highway construction costs are estimated at $3.1 million, and remedial action costs are estimated at $2.4 million. POSITIVE IMPACTS: Although the new highway would infringe on the historic Barge Basin Swamp, the accompanying clean-up of the contaminated area would have a significant positive effect for the area. The canal itself would be unaffected, since a 20-foot buffer zone would be left undisturbed along the portion of the canal turning basin adjacent to the highway. The five additional acres of wetlands required for the remedial action system would revert to wildlife habitat subsequent to construction, and approximately half this area would be at a low enough elevation to allow reestablishment of wetland vegetation. NEGATIVE IMPACTS: Highway construction would necessitate the filling of four acres of wetlands. The remedial action system would require an additional five acres of wetlands. LEGAL MANDATES: Executive Order 11990, Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 78-0050D, Volume 2, Number 1, and 79-1079F, Volume 3, Number 10, respectively. JF - EPA number: 840561, 54 pages, December 12, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-VT-EIS-77-02-DS-01 KW - Highways KW - Historic Sites KW - Section 404(b) Statements KW - Transportation KW - Water Quality KW - Wetlands KW - Wildlife Habitat KW - Vermont KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Compliance UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388035?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-12&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=BURLINGTON+MEGC+M+5000%281%29%2C+BURLINGTON+SOUTHERN+CONNECTOR+HIGHWAY%2C+BURLINGTON%2C+VERMONT+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1979%29.&rft.title=BURLINGTON+MEGC+M+5000%281%29%2C+BURLINGTON+SOUTHERN+CONNECTOR+HIGHWAY%2C+BURLINGTON%2C+VERMONT+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1979%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Montpelier, Vermont; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 12, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - POINTE MOUILLEE WETLAND ESTABLISHMENT IN CONNECTION WITH DISPOSAL OF DREDGED MATERIAL, MONROE COUNTY, MICHIGAN (FINAL SUPPLEMENT I TO FINAL ENVIRONMENTAL IMPACT STATEMENT OF MARCH 1974). AN - 36394957; 45 AB - PURPOSE: The establishment of wetland in conjunction with disposal of dredged material at the point at Pointe Mouillee on Lake Erie in Monroe County, Michigan, is proposed. Contaminated material dredged from the Lake Erie Sailing Course is designated for disposal. The 27-mile sailing course is a commercial navigation channel that extends across Lake Erie from the East Outer Channel of the Detroit River to the Pelee Passage. This final supplement amends a statement filed in May 1978 to clarify disposal activities proposed in association with the final EIS of March 1974 on dredging of the sailing course. Marsh-creation measures under consideration would provide water level control landward of the existing confined disposal facility. Two diked marsh units would be created in which water levels could be regulated to promote growth of natural marsh vegetation. Unit 1 would cover 440 acres, while unit 2 would cover 1,020 acres. Development of the units would require rerouting of Lautenschlager Drain and Mouillee Creek into a single channel along Roberts Road, and establishment of three 72-inch-diameter corrugated metal pipes with gates to provide water control for the marsh. Project implementation would begin with clearance of the areas where the dikes and channels were to be constructed. Channels diverting Lautenschlager Drain flows into Mouillee Creek and diverting Mouillee Creek and Lautenschlager Drain flows to Lake Erie along the east side of Roberts Road would be excavated. A dike would be provided from the Dixie Highway (State Route 50) embankment north of Lautenschlager Drain, southward along Roberts Road to the south causeway, to the Pointe Mouillee confined disposal facility. Dikes would also be constructed on either side of Mouillee Creek in an east-west direction to form the water control sump. A culvert would carry diverted channel flow under Roberts Road. A sediment basin will be constructed in the Mouillee Creek diversion channel immediately upstream of the Roberts Road crossing to minimize the transport of sediment into Lake Erie. Estimated cost of the project is $1.2 million. POSITIVE IMPACTS: Marsh creation would increase wetland acreage in the area from 365 acres to 1,400 to 1,600 acres and could result in even larger areas of wetland. The marshland would be diverse and would improve water quality landward of the confined disposal facility. Waterfowl and fish would benefit particularly from the project. Scientific, educational, and recreational use of the area would be encouraged. Threatened and endangered plant species would be provided with additional habitat. NEGATIVE IMPACTS: Diversion channels excavated within the project area could cause flooding, although the effects on property within the floodplain would be negligible. Creeks being diverted carry a heavy sediment load; as a result, shoaling would occur, degrading water quality at the mouth of the channel and requiring future dredging of the channel. Created marsh would displace open land. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), River and Harbor and Flood Control Act of 1970 (P.L. 91-611), and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstracts of the final environmental impact statement, the final clarification of the final statement, and the draft supplement, see 74-2929F, EIS Cumulative 1970-1976; 78-0909F, Volume 2, Number 8; and 83-0603D, Volume 7, Number 11. JF - EPA number: 840563, 187 pages, December 11, 1984 PY - 1984 KW - Water KW - Birds KW - Channels KW - Creeks KW - Dikes KW - Disposal KW - Diversion Structures KW - Dredging KW - Endangered Species (Plants) KW - Fish KW - Flood Hazards KW - Great Lakes KW - Hydrologic Assessments KW - Lakes KW - Navigation KW - Pipelines KW - Pumping Plants KW - Recreation Resources KW - Section 404(b) Statements KW - Sediment Analyses KW - Water Quality KW - Waterways KW - Wetlands KW - Wildlife KW - Lake Erie KW - Michigan KW - Pointe Mouillee KW - Executive Order 11988, Compliance KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36394957?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-11&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=POINTE+MOUILLEE+WETLAND+ESTABLISHMENT+IN+CONNECTION+WITH+DISPOSAL+OF+DREDGED+MATERIAL%2C+MONROE+COUNTY%2C+MICHIGAN+%28FINAL+SUPPLEMENT+I+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1974%29.&rft.title=POINTE+MOUILLEE+WETLAND+ESTABLISHMENT+IN+CONNECTION+WITH+DISPOSAL+OF+DREDGED+MATERIAL%2C+MONROE+COUNTY%2C+MICHIGAN+%28FINAL+SUPPLEMENT+I+TO+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+MARCH+1974%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 11, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - OPERATION AND MAINTENANCE OF THE FEDERAL NAVIGATION FACILITIES AT SAULT STE. MARIE, MICHIGAN (FINAL SUPPLEMENTAL INFORMATION REPORT TO THE OCTOBER 1979 FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF NOVEMBER 1977). AN - 36392601; 44 AB - PURPOSE: The operation of the Soo Locks complex at Sault Ste. Marie, Michigan, is proposed. This supplemental information report to the October 1979 final supplement to the final EIS of November 1977 concerning operation and maintenance of the federal navigational and hydroelectric facilities at Sault Ste. Marie updates the October 1979 supplement which proposed extending operation of the navigation locks beyond the traditional closing date of December 15 to approximately January 8. This information report supports extension of operation to no later than December 28, 1984 for the 1984-1985 winter season and does not alter the conclusions that limited season extension to January 8 is reasonable. To provide for safe navigation during the winter extension period, authorities would provide a bubbler-flusher at the main dock of the Sugar Island Ferry and install an ice-boom system consisting of two ice stabilization islands. POSITIVE IMPACTS: Extension of the season would benefit the navigational economy by facilitating navigational movement during the additional weeks of operation. NEGATIVE IMPACTS: Aquatic overwintering organisms would be subjected to repeated short-term disturbance, and cross-channel migration of terrestrial animals would be blocked for three weeks. Environmental studies completed in 1981 indicate that raptors and waterfowl would avoid the ship channel when shipping was in progress and that alterations of limnological conditions and fish distributions could occur due to changes in the ice cover. LEGAL MANDATES: Federal Water Project Recreation Act of 1965 (P.L. 89-71). PRIOR REFERENCES: For the abstracts of the final environmental impact statement, the October 1979 final supplement to that statement, and subsequent final information reports to the supplement, see 78-0224F, Volume 2, Number 2; 80-0097F, Volume 4, Number 1; 81-0152F, Volume 5, Number 2; 82-0071F, Volume 6, Number 1; and 84-0101F, Volume 8, Number 2. JF - EPA number: 840560, 2 pages, December 11, 1984 PY - 1984 KW - Water KW - Birds KW - Dams KW - Electric Power KW - Fisheries KW - Harbor Structures KW - Ice Environments KW - Navigation KW - Socioeconomic Assessments KW - Waterways KW - Wildlife KW - Great Lakes KW - Michigan KW - Federal Water Project Recreation Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392601?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-11&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=OPERATION+AND+MAINTENANCE+OF+THE+FEDERAL+NAVIGATION+FACILITIES+AT+SAULT+STE.+MARIE%2C+MICHIGAN+%28FINAL+SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+OCTOBER+1979+FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+NOVEMBER+1977%29.&rft.title=OPERATION+AND+MAINTENANCE+OF+THE+FEDERAL+NAVIGATION+FACILITIES+AT+SAULT+STE.+MARIE%2C+MICHIGAN+%28FINAL+SUPPLEMENTAL+INFORMATION+REPORT+TO+THE+OCTOBER+1979+FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+NOVEMBER+1977%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 11, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CONFINED DISPOSAL FACILITY, GREEN BAY HARBOR, WISCONSIN. AN - 36403712; 34 AB - PURPOSE: Construction of a confined disposal facility (CDF) is proposed for backlog and maintenance materials dredged from the federal navigation project at Green Bay, Wisconsin. The preferred alternative would involve expansion of the existing 55-acre kidney-shaped island CDF, located in the bay 800 feet east of the Fox River mouth and northeast of Bay Beach Park. Expansion would consist of constructing additional rubblemound dikes in a northerly direction to form a 100-acre kidney-shaped disposal area. The expanded island would have a design capacity of 3.7 million cubic yards, plus materials dredged during construction, and would have dike heights of 14 feet, giving it a stepped appearance. Construction and maintenance costs are estimated at $15.2 million. POSITIVE IMPACTS: A confined disposal facility in open water would contain the dredged material in an environmentally acceptable manner and would create wildlife habitat and possible recreation opportunities. The structure would be designed so as not to threaten Green Bay water quality or interfere significantly with existing circulation patterns. NEGATIVE IMPACTS: The project would eliminate 100 acres of Green Bay bottomland and associated benthic and fish habitat. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1970 (P.L. 91-611). JF - EPA number: 840558, 330 pages, December 10, 1984 PY - 1984 KW - Wastes KW - Cost Assessments KW - Dikes KW - Disposal KW - Dredging KW - Fisheries Surveys KW - Harbors KW - Hydraulic Assessments KW - Islands KW - Section 404(b) Statements KW - Water Quality KW - Wildlife Habitat KW - Green Bay Harbor KW - Wisconsin KW - Federal Water Pollution Control Act of 1972, Section 401 Permits KW - River and Harbor and Flood Control Act of 1970, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36403712?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-10&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CONFINED+DISPOSAL+FACILITY%2C+GREEN+BAY+HARBOR%2C+WISCONSIN.&rft.title=CONFINED+DISPOSAL+FACILITY%2C+GREEN+BAY+HARBOR%2C+WISCONSIN.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Detroit, Michigan; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 10, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WILDCAT AND SAN PABLO CREEKS PROJECT, CONTRA COSTA COUNTY, CALIFORNIA (DRAFT SUPPLEMENT II TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JUNE 1976). AN - 36396043; 37 AB - PURPOSE: The implementation of channel improvements for Wildcat and San Pablo creeks to provide flood protection for the cities of San Pablo and Richmond, Contra Costa County, California, is proposed. This supplement to the final EIS of June 1976 presents the preferred plan developed by the Contra Costa County Flood Control and Water Conservation District as an alternative to the earlier plan developed by the Corps of Engineers. The selected plan for Wildcat Creek would consist of an 1,850-foot open rectangular concrete channel between Verde School and the Atchison, Topeka, and Sante Fe railroad (AT&SF RR). This channel would follow the existing creekbed and be 7 feet deep and 24 feet wide. Below this feature, a 2,000-foot trapezoidal earthen channel would be constructed, featuring low levees, a 10-foot bench for riparian plantings, and a low flow channel to moderate water temperatures and improve aquatic habitat. Upstream of the AT&SF RR, channel modifications would consist of a trapezoidal, concrete-lined channel, 12 feet wide and 8 feet deep. Improvements to San Pablo Creek would consist of a 38-foot wide rectangular, concrete-lined channel downstream from the AT&SF RR to the Southern Pacific railroad (SP RR), a 38-foot wide earth-lined trapezoidal channel downstream from the SP RR to the Third Street bridge, and a widening of this latter feature to a 50-foot-wide channel downstream of the Third Street bridge to the project terminus at an existing culvert near Garden Tract Road. Upstream of the AT&SF RR, improvements would consist of a 1,200-foot diversion, constructed under Road No. 20, that would rejoin the creek near Giant Highway through a transition channel with an average width of 38 feet and a depth of 10 feet. POSITIVE IMPACTS: The alternative channel modifications would be responsive to differing conditions in each area of the project and would protect local citizens from flooding while minimizing adverse environmental impacts. NEGATIVE IMPACTS: Improvements to Wildcat Creek would eliminate 6 to 7 acres of riparian habitat and 12 to 13 acres of agricultural land. Removal of the streamside tree canopy would reduce the amount of detritus and small organisms that serve as food for fish. Improvements to San Pablo Creek would eliminate 6 to 7 acres of riparian habitat and 23 acres of urban and agricultural habitat. One residence would require relocation, and some greenhouses would be lost. Loss of five acres of salt marsh habitat would affect several species of endangered plants and animals. LEGAL MANDATES: River and Harbor and Flood Control Act of 1965 (P.L. 89-298). PRIOR REFERENCES: For the abstracts of the final environmental impact statement of June 1976 and draft supplement I to that statement, see 76-4740F, EIS Cumulative 1970-1976, and 78-0575D, Volume 2, Number 5. JF - EPA number: 840549, 86 pages, December 4, 1984 PY - 1984 KW - Water KW - Channels KW - Dikes KW - Endangered Species (Animals) KW - Endangered Species (Plants) KW - Flood Control KW - Relocations-Property Acquisitions KW - Wildlife Habitat KW - California KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36396043?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WILDCAT+AND+SAN+PABLO+CREEKS+PROJECT%2C+CONTRA+COSTA+COUNTY%2C+CALIFORNIA+%28DRAFT+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1976%29.&rft.title=WILDCAT+AND+SAN+PABLO+CREEKS+PROJECT%2C+CONTRA+COSTA+COUNTY%2C+CALIFORNIA+%28DRAFT+SUPPLEMENT+II+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JUNE+1976%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, San Francisco, California; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 4, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - NORFOLK HARBOR AND CHANNELS, VIRGINIA: DEEPENING AND DISPOSAL (DAM NECK OCEAN DISPOSAL SITE) (DRAFT SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JULY 1980). AN - 36392658; 49 AB - PURPOSE: The improvement of deep-water channels and anchorages in Hampton Roads, the provision of additional improved anchorage areas in and adjacent to Norfolk Harbor, and the disposal of dredged material taken from Hampton Roads, all part of the developmental scheme for the Hampton Roads port complex in Virginia, are proposed. Channel improvements would include deepening of portions of the 45-foot channel to 55 feet, deepening of a portion of the 40-foot channel to 45 feet, and deepening of a portion of the 35-foot channel to 40 feet. A new Atlantic Ocean channel with a depth of 57 feet and a width of 1,000 feet would be dredged offshore of Virginia Beach. This draft supplement to the final EIS of July 1980 notes that the originally proposed three sets of fixed mooring anchorages would be replaced with a single circular anchorage, 55-feet deep with a 1,400-foot radius, in naturally deep water near Hampton and that one anchorage at Sewell's Point would be improved by increasing its radius from 1,200 feet to 1,400 feet while maintaining its depth of 45 feet. The supplement specifically addresses the use of Dam Neck as a disposal site for dredged material to replace the disputed Suffolk disposal site. Under the new plan, dredged material from Thimble Shoal channel, Cape Henry channel, and the new Atlantic Ocean Channel would be disposed of in the open ocean Dam Neck site, located 17 nautical miles east of the entrance to Chesapeake Bay. POSITIVE IMPACTS: The project would enhance the navigational quality of the port complex. Use of the Dam Neck disposal site would eliminate the extremely adverse consequences associated with use of the Suffolk site. The new site would allow disposal of up to 70 million cubic yards of uncontaminated sediments from the proposed channel dredgings. NEGATIVE IMPACTS: Dredging and disposal would cause temporary turbidity and destroy benthos, and the deepened channels could alter estuarine circulation in the lower Chesapeake Bay and Hampton Roads and increase salinity in the lower James River, allowing predators to invade oyster seed beds. Effective use of the Dam Neck disposal site would require enlargement from its current dimensions of 5,000 feet by 22,000 feet to 6,000 to 13,000 feet by 30,000 feet. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.); Marine Protection, Research, and Sanctuaries Act of 1972 (16 U.S.C. 1431 et seq.); and Public Works Appropriations (P.L. 94-355). PRIOR REFERENCES: For the abstracts of the draft and final environmental impact statements, see 80-0276D, Volume 4, Number 3, and 81-0402F, Volume 5, Number 5, respectively. JF - EPA number: 840548, 183 pages, December 4, 1984 PY - 1984 KW - Water KW - Biologic Surveys KW - Channels KW - Dredging KW - Estuaries KW - Harbor Structures KW - Harbors KW - Marine Surveys KW - Navigation KW - Ocean Dumping KW - Section 404(b) Statements KW - Sediment Analyses KW - Shellfish KW - Water Quality KW - Waterways KW - Virginia KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Marine Protection, Research, and Sanctuaries Act of 1972, Section 103 Permits KW - Public Works Appropriations, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392658?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NORFOLK+HARBOR+AND+CHANNELS%2C+VIRGINIA%3A+DEEPENING+AND+DISPOSAL+%28DAM+NECK+OCEAN+DISPOSAL+SITE%29+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.title=NORFOLK+HARBOR+AND+CHANNELS%2C+VIRGINIA%3A+DEEPENING+AND+DISPOSAL+%28DAM+NECK+OCEAN+DISPOSAL+SITE%29+%28DRAFT+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JULY+1980%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Norfolk, Virginia; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: December 4, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - PROPOSED BRILEY PARKWAY EXTENSION FROM CENTENNIAL BOULEVARD SOUTH OF THE CUMBERLAND RIVER TO KNIGHT ROAD WEST OF INTERSTATE 24 IN NASHVILLE, DAVIDSON COUNTY, TENNESSEE. AN - 36392559; 26 AB - PURPOSE: Construction of 7.7 miles of freeway in Davidson County, Tennessee is proposed to complete a circumferential loop around the city of Nashville. The fully controlled-access facility would extend along the Briley Parkway transportation corridor from Centennial Boulevard south of the Cumberland River to Knight Road west of Interstate 24 (I-24). The bypass would be a divided four-lane freeway with 12-foot traffic lanes, a 16-foot median with a concrete barrier, and 12-foot outside shoulders, contained within a minimum right-of-way of 200 feet. The preferred alignment would begin with an interchange at existing Briley Parkway and Centennial Boulevard and extend north between the state penitentiary and the Ford Glass Plant. It then would turn northeast and cross the Cumberland River at river mile 182. The road would proceed to an interchange with the proposed County Hospital Road Extension and swing to the northwest, passing to the west of the state prison for women and the state vocational school for boys to an interchange with Hydes Ferry Pike. The route would continue north under Cato Road, curve to the east over Eatons Creek Road and Drakes Branch Road to an interchange with Clarksville Pike. Continuing east, the route would cross over Buena Vista Pike and Whites Creek to an interchange with Whites Creek Pike and then continue east, ending at Knight Road. The project would involve construction of interchanges and grade-separation structures to control access, and a bridge would be built to carry the facility over the Cumberland River. Estimated cost of the project is $63 million. POSITIVE IMPACTS: Completion of the circumferential loop would improve local and regional accessibility and traffic service, reduce traffic congestion on radial highways in northwest Nashville, improve safety and operating conditions in the transportation corridor, enhance future growth and development planned by local and regional land-use authorities, and provide an additional bridge across the Cumberland River. NEGATIVE IMPACTS: Rights-of-way requirements would result in displacement of 15 residences, reduction of wildlife habitat, possible impacts on archaeological sites and historical structures, increased noise levels and concentrations of air pollutants in the corridor, visual degradation of natural and residential land, and reduction of productive farmland acreage. One site could be affected by traffic-generated noise levels in excess of Federal Highway Administration standards. LEGAL MANDATES: Federal Aid Highway Act of 1968 (23 U.S.C. 128(a)), Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), General Bridge Act of 1946 (33 U.S.C. 535), National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.), River and Harbor Act of 1899 (33 U.S.C. 401 et seq.), and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 83-0591D, Volume 7, Number 11. JF - EPA number: 840550, 411 pages, December 4, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-TN-EIS-83-02-F KW - Air Quality Assessments KW - Archaeological Sites KW - Bridges KW - Farmlands KW - Highway Structures KW - Highways KW - Historic Sites KW - Historic Sites Surveys KW - Noise Standards Violations KW - Relocations-Property Acquisitions KW - Section 404(b) Statements KW - Traffic Control KW - Transportation KW - Tennessee KW - Federal Aid Highway Act of 1968, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - General Bridge Act of 1946, Coast Guard Permits KW - National Historic Preservation Act of 1966, Archaeologic Sites KW - National Historic Preservation Act of 1966, Historic Sites UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392559?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-12-04&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=PROPOSED+BRILEY+PARKWAY+EXTENSION+FROM+CENTENNIAL+BOULEVARD+SOUTH+OF+THE+CUMBERLAND+RIVER+TO+KNIGHT+ROAD+WEST+OF+INTERSTATE+24+IN+NASHVILLE%2C+DAVIDSON+COUNTY%2C+TENNESSEE.&rft.title=PROPOSED+BRILEY+PARKWAY+EXTENSION+FROM+CENTENNIAL+BOULEVARD+SOUTH+OF+THE+CUMBERLAND+RIVER+TO+KNIGHT+ROAD+WEST+OF+INTERSTATE+24+IN+NASHVILLE%2C+DAVIDSON+COUNTY%2C+TENNESSEE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Nashville, Tennessee; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: December 4, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - Role of Calibration in the Application of HEC-6 AN - 19462405; 7891271 AB - Calibration, the process of adjusting model parameters such that model results conform to observed prototype behavior is an essential ingredient of any modeling effort; be it physical or mathematical. Calibration strategies for movable boundary numerical modeling (i.e., HEC-6 "Scour and Deposition in Rivers and Reservoirs") vary widely depending upon type and availability of field data and study scope and objective. This paper describes the process of calibrating HEC-6, and interpretation of field data and model results. Examples drawn from past project studies are used to illustrate important points. The theoretical and numerical limitations on the extrapolation of model results beyond the calibration range are described. Sensitivity of model results to key input data and its applicability to bridge design are also discussed. The future research and development program at the Hydrologic Engineering Center in the area of movable boundary mathematical modeling is presented. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M Y1 - 1984/12// PY - 1984 DA - Dec 1984 SP - 28 KW - Water Resources Abstracts KW - Rivers KW - Bridge Design KW - Civil Engineering KW - Hydrologic Models KW - Calibrations KW - Boundaries KW - Scour KW - Deposition KW - Reservoirs KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19462405?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M&rft.aulast=Gee&rft.aufirst=D&rft.date=1984-12-01&rft.volume=&rft.issue=&rft.spage=28&rft.isbn=&rft.btitle=Role+of+Calibration+in+the+Application+of+HEC-6&rft.title=Role+of+Calibration+in+the+Application+of+HEC-6&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2015-03-27 ER - TY - JOUR T1 - Influence of Reservoir Transit on Riverine Algal Transport and Abundance AN - 18962599; 8503829 AB - The Des Moines River lost 65-75% of its algal standing crop in passing through each of two impoundments and chlorophyll concentrations within both impoundments were 50-90% below the predictions of empirical chlorophyll-nutrient models. Major loss processes were identified as sedimentation of river borne algae and light limitation within the impoundments. A reduction in algal size from upstream to downstream in one reservoir paralleled the loss of algal biomass. Algal losses in each impoundment increased with both increasing retention time and water temperature so that chlorophyll concentration below the dams was uncoupled from the temperature and flow dependence seen in river reaches not influenced by impoundments. In the Des Moines River above the main stem impoundments, the algal concentration is dependent upon water temperature and flow. In-reservoir removal processes that depend upon temperature and retention time tend to weaken or even reverse these patterns in the river below the dams. The reduction in riverine algal transport associated with reservoir transit was cumulative over the two-reservoir series; this reduction can be interpreted as a reset to river head water conditions. (Baker-IVI) JF - Canadian Journal of Fishing and Aquatic Sciences Vol. 41, No. 12, p 1803-1813, December, 1984. 6 Fig, 8 Tab, 51 Ref. US Army Corps of Engineers contracts DACW 25-78-C-0077, DACW 25-80-C-0002, DACW 25-80-C-0008, and DACW 25-80-0009. Martin Marietta Energy Systems contract DE-AC05-840R21400. AU - Soballe, D M AU - Bachmann, R W AD - Iowa State Univ. Ames. Dept. of Animal Ecology Y1 - 1984/12// PY - 1984 DA - Dec 1984 KW - Water Resources Abstracts KW - Rivers KW - Algal growth KW - Impoundments KW - Temperature KW - Light intensity KW - Chlorophyll KW - Nutrients KW - SW 4070:Ecological impact of water development KW - SW 0850:Lakes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18962599?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Influence+of+Reservoir+Transit+on+Riverine+Algal+Transport+and+Abundance&rft.au=Soballe%2C+D+M%3BBachmann%2C+R+W&rft.aulast=Soballe&rft.aufirst=D&rft.date=1984-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - ELLIOTT BAY SMALL CRAFT HARBOR, WASHINGTON. AN - 36393890; 50 AB - PURPOSE: Development of a small craft harbor and marina on the north side of Elliott Bay, at the base of Magnolia Bluff, Seattle, Washington is proposed. The site would include 90 acres and approximately 2,800 feet of shoreline and would provide moorage for 1,200 boats. The project also would include commercial facilities to serve the marina, public-use areas, and accessory parking for 853 automobiles. The moorage basin would be protected from wave action by breakwaters totaling 4,500 feet. The marine-activity building would include 25,000 square feet and would be located in the center of the development. Two marina storage buildings would be built, two buildings would house security offices and restrooms, and a marina supply building would be located at the end of the public dock. A pedestrian pathway would be constructed along the entire length of the shoreline, with observation points, rest areas, and picnic spots. Onsite and offsite marine habitat enhancement areas totaling 8.4 acres would be provided. Construction would begin in the summer of 1985 and is expected to take 12 months. POSITIVE IMPACTS: The project would expand recreational opportunities significantly for residents of the metropolitan Seattle area and would require between 190 and 200 employees to manage the marina and associated facilities. Tax revenues would increase substantially. NEGATIVE IMPACTS: Dredging and deep-water disposal would increase water turbidity. Approximately 9.75 acres of intertidal area and 1.75 acres of upland shore would be converted to impervious surfaces. Waterfowl, sea mammals, and upland mammals would be disturbed or displaced entirely. Boat traffic could interfere with native American fishing. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor Act of 1899 (33 U.S.C. 401 et seq.). JF - EPA number: 840540, 2 volumes, November 30, 1984 PY - 1984 KW - Water KW - Air Quality Assessments KW - Birds KW - Breakwaters KW - Disposal KW - Dredging KW - Fisheries KW - Geologic Assessments KW - Harbor Structures KW - Harbors KW - Marine Mammals KW - Marine Surveys KW - Minorities KW - Noise Assessments KW - Parking KW - Recreation Facilities KW - Section 404(b) Statements KW - Sediment Analyses KW - Soils Surveys KW - Traffic Analyses KW - Visual Resources KW - Washington KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36393890?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=ELLIOTT+BAY+SMALL+CRAFT+HARBOR%2C+WASHINGTON.&rft.title=ELLIOTT+BAY+SMALL+CRAFT+HARBOR%2C+WASHINGTON.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Seattle, Washington; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 30, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL PROJECT, KISSIMMEE RIVER BASIN, FLORIDA. AN - 36389376; 40 AB - PURPOSE: Modification of the existing flood-control system is proposed for the 3,000-square-mile Kissimmee River Basin, extending from Orlando to Lake Okeechobee, in central Florida. Also proposed are possible restoration of wetlands, maintenance of flood-damage prevention capabilities, water-supply provision, increase of recreational opportunities, and improvement of the quality of groundwater recharge. Six alternatives are being considered. Under the partial backfilling plan, approximately 20.5 miles of canal 38 (C-38) would be backfilled to restore much of the floodplain to its natural appearance. The combined wetlands plan would retain C-38 as an operable flood control mechanism while maintaining biologically productive wetlands in parts of the floodplain. The pool-stage manipulation plan would restore seasonal fluctuation in the C-38 system and seasonal reflooding of wetlands within the basin by raising and lowering the water surface in each pool in mid-October and mid-May. The Paradise Run plan would create additional wetland habitat in the southernmost portion of the floodplain by controlling flows in C-38, C-41A, and levee 59. Under the best management practices plan, nonstructural measures would be used to maintain and improve the water quality of Lake Okeechobee. Under the demonstration project, flow would be restored through four preproject river oxbow meanders and the creation of as much flooded marshland as possible within Pool B. POSITIVE IMPACTS: The combined wetlands plan would increase wetlands by 18,000 acres. The pool-stage manipulation plan would increase wetlands by 11,400 acres. Depending on water availability, the partial backfilling alternative either would decrease wetland acreage by 3,000 acres or increase this acreage by 7,000 acres over existing conditions. The Paradise Run and the demonstration project alternatives would increase wetland acreage by 2,200 acres and 1,300 acres, respectively. All alternatives would increase wetland species and fish populations. The partial backfilling alternative would result in an increase of 930 acres of riverine habitat. The best-management-practices plan would improve water quality in the Taylor Creek-Nubbin Slough basin. NEGATIVE IMPACTS: None of the canal-modification alternatives would significantly improve water quality in C-38 or the Kissimmee River. LEGAL MANDATES: Coastal Zone Management Act, Amendment of 1976 (16 U.S.C. 1451 et seq.), Estuary Protection Act of 1968 (16 U.S.C. 1221 et seq.), Executive Order 11988, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), Federal Water Project Recreation Act of 1965 (P.L. 89-72), and Land and Water Conservation Fund Act of 1965 (P.L. 88-578). JF - EPA number: 840546, 597 pages, November 30, 1984 PY - 1984 KW - Water KW - Cost Assessments KW - Dikes KW - Fisheries KW - Flood Control KW - Floodplains KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Lakes KW - Recreation Resources KW - Rivers KW - Water Quality KW - Waterways KW - Wetlands KW - Florida KW - Coastal Zone Management Act, Amendment of 1976, Compliance KW - Estuary Protection Act of 1968, Compliance KW - Executive Order 11988, Compliance KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Federal Water Project Recreation Act of 1965, Funding UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389376?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=CENTRAL+AND+SOUTHERN+FLORIDA+FLOOD+CONTROL+PROJECT%2C+KISSIMMEE+RIVER+BASIN%2C+FLORIDA.&rft.title=CENTRAL+AND+SOUTHERN+FLORIDA+FLOOD+CONTROL+PROJECT%2C+KISSIMMEE+RIVER+BASIN%2C+FLORIDA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Jacksonvile, Florida; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 30, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - WESTSIDE HIGHWAY PROJECT, INTERSTATE ROUTE 478, NEW YORK, NEW YORK (FINAL SUPPLEMENT TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JANUARY 1977). AN - 36384726; 25 AB - PURPOSE: Construction of an interstate system highway, which would replace the now-closed Westside Highway between the Battery and West 42nd Street on the west side of the borough of Manhattan in New York City is proposed. The 4.2-mile replacement facility would have connections with the Battery Park Underpass, the Brooklyn-Battery Tunnel (I-278), the Holland Tunnel (I-78), West 14th Street, the Lincoln Tunnel (I-495), and the existing elevated Westside Highway at 42nd Street. For most of its length, the six-lane facility would be a depressed, covered, and ventilated section in landfill in the Hudson River between the bulkhead and pierhead lines. During the peak traffic hours, the inside lane in each direction would be designed to accommodate express buses and high-occupancy vehicles and would have connections to other existing bus lanes and facilities within the corridor. West Street/12th Avenue would be reconstructed in its present right-of-way. For most of its length, the reconstructed West Street would be a four-lane local street with six-lane sections only at the southern and northern portions of the project. The proposed action is referred to as the modified outboard alternative. POSITIVE IMPACTS: The modified outboard alternative would act as a catalyst for the orderly redevelopment of Manhattan's lower West Side. As a result of the construction of the highway in landfill, a total of 234 acres of land, including 181 acres of new landfill, would be made available for new uses. Construction of the modified outboard would result in improved distribution of traffic within the Manhattan central business district. Air quality in the region, Manhattan, and the West Side Corridor would be improved with implementation of the modified outboard; this improvement would be created by the diversion of traffic, higher operating speeds, and the placement of the highway in a depressed, covered, and ventilated section. The modified outboard would have the long-term beneficial effect of reconstructing and extending the sewer outfall system within the construction area and of smoothing the West Side shoreline, thereby reducing the buildup of silt and improving shoreline flow rates and the dispersion of pollutants. Because the highway would permit vehicles to operate more efficiently than existing conditions allow, and would permit more efficient operation of express buses due to the reserved bus lanes during peak hours, the annual energy savings attributable to the highway over its 40-year operating life would equal the total energy required for construction. The 93 acres of parkland, including replacement parks, provided by the highway would represent a substantial improvement in both the quality and amount of open space in the impacted parcels. This final supplement to the final statement of January 1977 provides a more thorough and recent analysis of the impacts of the proposed action. NEGATIVE IMPACTS: The proposed landfill would not adversely affect communities within the lower trophic levels but would destroy the habitat of the striped bass, resulting in a loss of approximately 20 percent of the juvenile population. In response to a court order, this supplement addresses in detail the negative impacts on the Hudson River bass population and the suggested mitigation measures. Other negative impacts include minimal displacements and relocations necessitated by acquisition of highway rights-of-way and noise levels exceeding the design noise levels at sensitive sites where abatement is not feasible. The potential impacts of the selected alternative on water quality would be minor within the context of the large-scale water pollution treatment efforts of the city, state, and federal governments. Construction of the modified outboard would require a large short-term expenditure of energy. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor ACt of 1899 (U.S.C. 401 et seq.). PRIOR REFERENCES: For the abstracts of the final environmental impact statement and the draft supplement to the final statement, see 77-0262F, Volume 1, Number 3, and 84-0292D, Volume 8, Number 6, respectively. JF - EPA number: 840543, 4 volumes, November 30, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-NY-EIS-03-S KW - Biologic Assessments KW - Central Business Districts KW - Fish KW - Highway Structures KW - Highways KW - Impact Monitoring Plans KW - Landfills KW - Marine Systems KW - Rivers KW - Section 404(b) Statements KW - Transportation KW - New York KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor Act of 1899, Section 10 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36384726?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-30&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=WESTSIDE+HIGHWAY+PROJECT%2C+INTERSTATE+ROUTE+478%2C+NEW+YORK%2C+NEW+YORK+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1977%29.&rft.title=WESTSIDE+HIGHWAY+PROJECT%2C+INTERSTATE+ROUTE+478%2C+NEW+YORK%2C+NEW+YORK+%28FINAL+SUPPLEMENT+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1977%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Albany, New York; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 30, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - LAKE PONTCHARTRAIN AND VICINITY, LOUISIANA, HURRICANE PROTECTION PROJECT (FINAL SUPPLEMENT I TO THE FINAL ENVIRONMENTAL IMPACT STATEMENT OF JANUARY 1975). AN - 36388952; 43 AB - PURPOSE: The ongoing implementation of hurricane protection measures for Lake Pontchartrain and vicinity in Louisiana is proposed. This final supplement to the EIS of January 1975, which was developed in response to a 1977 federal court injunction, addresses alternatives to the ongoing protection measures. The currently preferred project plan would involve construction of a levee parallel to and immediately north of US Highway 61 (Airline Highway) between the levee along the Jefferson/St. Charles Parish boundary and the east Bonnet Carre Spillway guide levee; improvement of the existing protective works along the Jefferson/St. Charles Parish boundary and along the Jefferson Parish Lakefront; enlargement of earthen levees and construction of floodwalls along the New Orleans Lakefront between the Jefferson Parish Lakefront levee and the existing floodwall along the west bank of the Inner Harbor Navigation Canal; construction of measures to prevent overtopping of the outfall canals for the three pumping stations set back from the Jefferson Parish Lakefront; enlargement of the existing levee and floodwall system surrounding the Citrus/New Orleans East area; completion of levees around the Chalmette area; and rehabilitation of a 1.5-mile-long seawall along the lakeshore of Mandeville. Cost of the project is estimated at $627.7 million, and the benefit-cost ratio is 4.2. POSITIVE IMPACTS: Hurricane and flood damages averted by the project measures would provide an annual benefit of $95.7 million. Approximately 160,000 residents would benefit from flood protection. Development within the project area would be enhanced significantly. NEGATIVE IMPACTS: Approximately 105 acres of swamp and 54 acres of marsh would be converted to levees and borrow areas. Of the 984 acres of lake bottom that would be affected by the project, 573 would be deepened for borrow material and 411 would be converted to levee. Levee construction would cause temporary turbidity within the lake. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and River and Harbor and Flood Control Act of 1965 (33 U.S.C. 610). PRIOR REFERENCES: For the abstract of the draft supplement to the final environmental impact statement, see 84-0100D, Volume 8, Number 2. JF - EPA number: 840539, 3 volumes, November 29, 1984 PY - 1984 KW - Water KW - Biologic Assessments KW - Coastal Zones KW - Cost Assessments KW - Cultural Resources Surveys KW - Dikes KW - Drainage KW - Fisheries Surveys KW - Flood Control KW - Hurricanes KW - Hydrologic Assessments KW - Marine Surveys KW - Section 404(b) Statements KW - Socioeconomic Assessments KW - Water Quality KW - Lake Pontchartrain KW - Louisiana KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - River and Harbor and Flood Control Act of 1965, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388952?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-29&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=LAKE+PONTCHARTRAIN+AND+VICINITY%2C+LOUISIANA%2C+HURRICANE+PROTECTION+PROJECT+%28FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1975%29.&rft.title=LAKE+PONTCHARTRAIN+AND+VICINITY%2C+LOUISIANA%2C+HURRICANE+PROTECTION+PROJECT+%28FINAL+SUPPLEMENT+I+TO+THE+FINAL+ENVIRONMENTAL+IMPACT+STATEMENT+OF+JANUARY+1975%29.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New Orleans, Louisiana; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 29, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - MOBIL-PACIFIC OIL SHALE DEVELOPMENT, GARFIELD AND MESA COUNTIES, COLORADO. AN - 16317498; 6 AB - PURPOSE: Implementation of two oil shale projects in west-central Colorado is proposed by Mobil Oil Corporation (the Parachute Shale Oil Project) and a joint venture group consisting of Sohio Shale Oil Company, Superior Oil Company, and Cliffs Oil Shale Corporation (the Pacific Shale Project). The 100,000-barrel-per-calendar-day Mobil project would be on a site north of the town of Parachute, while the 100,000-barrel-per-stream-day joint-venture project would be on a site 10 miles northwest of the town of DeBeque. Each project would involve underground mining, on-site surface retorting and upgrading, surface disposal of retorted shale on-site, and transfer of shale to a regional multiproject product pipeline system. Water for the Mobil project would be pumped to a storage reservoir on Main Elk Creek, a tributary to the Colorado River. Water for the joint venture project would be pumped directly from the Colorado River into a storage reservoir. Both projects would incorporate reclamation components. POSITIVE IMPACTS: Production of 1,332 barrels of shale oil from the projects would help supply the fuel needs of the nation, which cannot now fulfill those needs through domestic production. In addition, the project would increase employment rolls in the region, improve Colorado's position vis-a-vis other energy-producing states, and generally boost the state economy. NEGATIVE IMPACTS: Each project would result in minor degradation of air quality due to the release of particulates during the construction phase and the release of particulates, nitrogen oxides, and sulfur dioxide during the operational phase; alteration of topography on the sites; loss of potentially valuable paleontological resources; loss of soil productivity; drying of surface springs and seeps; losses of terrestrial and aquatic vegetation and habitat; degradation of water quality in the area due to erosion and possibly to accidental release of contaminants into groundwater; and consumption of Colorado River water. Development of the reservoir for the Mobil project would result in inundation of 2.2 miles of Main Elk Creek, which currently provides high-quality stream habitat. Populations of wildlife species would be reduced, and the joint-venture project would displace 687 acres of critical elk and mule deer winter range and calving areas, 100 acres of farmland, and 900 acres of rangeland. Populations of Dragon milkvetch and Barneby's columbine, candidates for the endangered species list, would be diminished. Downstream water rights could be lost, and project facilities and activities would degrade the high visual qualities of the areas. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.). PRIOR REFERENCES: For the abstract of the draft EIS, see 84-0162D, Volume 8, Number 4. JF - EPA number: 840536, 2 volumes, November 28, 1984 PY - 1984 KW - Energy KW - Air Quality KW - Crushing and Grinding KW - Employment KW - Endangered Species (Plants) KW - Farmlands KW - Mining KW - Oil Shale KW - Particulates KW - Pipelines KW - Ranges KW - Rivers KW - Section 404(b) Statements KW - Vegetation KW - Wildlife KW - Wildlife Habitat KW - Colorado KW - Colorado River KW - Federal Water Pollution Control Act of 1972, Section 404 Permits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/16317498?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-28&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=MOBIL-PACIFIC+OIL+SHALE+DEVELOPMENT%2C+GARFIELD+AND+MESA+COUNTIES%2C+COLORADO.&rft.title=MOBIL-PACIFIC+OIL+SHALE+DEVELOPMENT%2C+GARFIELD+AND+MESA+COUNTIES%2C+COLORADO.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Interior, Bureau of Land Management, Grand Junction, Colorado; DOI N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: November 28, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES, TENSAS BASIN, BOEUF AND TENSAS RIVERS, ARKANSAS AND LOUISIANA. AN - 36389329; 36 AB - PURPOSE: Flood-control measures are proposed for the Boeuf River and its tributaries, located in Arkansas and Louisiana. The project area comprises 566,400 acres, bound on the west by the Ouachita River drainage area and on the east by the Bayou Macon drainage area. The preferred plan would include channel enlargement on Big and Colewa creeks from Interstate 20 to Louisiana Highway 2 and on Bayou LaFourche from its mouth to its confluence with Youngs Bayou. In addition, flowage easements would be acquired on approximately 18,000 acres along the Lower Boeuf River to compensate for any increase in stages due to upstream channel work. To reduce channel maintenance, six low-water weirs would be planned along Big and Colewa creeks and Bayou LaFourche. To prevent channel degradation, approximately 105 grade-control structures would be constructed at minor tributaries, and, where practical, water control capabilities could be added to the grade-control structures for fish and wildlife management. Channel excavation would be accomplished by both dragline and hydraulic dredge and would occur on one side only. Estimated first cost is $100 million, and the benefit-cost ratio is 3.0. POSITIVE IMPACTS: The selected plan would provide the authorized level of headwater flood protection to most of the study area, compensate for increased flooding and flood damages in the lower Boeuf River area, and provide an improved outlet for farm drainage. NEGATIVE IMPACTS: The project would require the clearing of forested lands and the alteration of prime farmlands taken in rights-of-way acquisitions. Disposal of dredged materials would decrease wetlands and seasonally flooded waterfowl habitat by 43,726 habitat units. Any archaeologic sites existing in the rights-of-way areas could be damaged by management activities. LEGAL MANDATES: Executive Order 11988, Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). JF - EPA number: 840534, 267 pages, November 26, 1984 PY - 1984 KW - Water KW - Archaeological Sites KW - Biologic Surveys KW - Birds KW - Channels KW - Creeks KW - Disposal KW - Drainage KW - Dredging KW - Easements KW - Farmlands KW - Fisheries Surveys KW - Flood Control KW - Forests KW - Rivers KW - Section 404(b) Statements KW - Weirs KW - Wetlands KW - Wildlife Habitat KW - Arkansas KW - Louisiana KW - Executive Order 11988, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Archaeologic Sites UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36389329?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-11-26&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=FLOOD+CONTROL%2C+MISSISSIPPI+RIVER+AND+TRIBUTARIES%2C+TENSAS+BASIN%2C+BOEUF+AND+TENSAS+RIVERS%2C+ARKANSAS+AND+LOUISIANA.&rft.title=FLOOD+CONTROL%2C+MISSISSIPPI+RIVER+AND+TRIBUTARIES%2C+TENSAS+BASIN%2C+BOEUF+AND+TENSAS+RIVERS%2C+ARKANSAS+AND+LOUISIANA.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, Vicksburg, Mississippi; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: November 26, 1984 N1 - Last updated - 2011-12-16 ER - TY - BOOK T1 - Chesapeake Bay study: summary report AN - 59369214; 1985-1902304 JF - P.O. Box 1715, Baltimore, MD 21203, September 1984. viii+90 pp. Y1 - 1984/09// PY - 1984 DA - September 1984 EP - viii+90 PB - P.O. Box 1715, Baltimore, MD 21203 KW - Chesapeake bay UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59369214?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-09-01&rft.volume=&rft.issue=&rft.spage=viii%2B90&rft.isbn=&rft.btitle=Chesapeake+Bay+study%3A+summary+report&rft.title=Chesapeake+Bay+study%3A+summary+report&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - P.O. Box 1715, Baltimore, MD 21203 (LC 85-8214) pa N1 - Document feature - il(s), table(s), chart(s), map(s) N1 - Last updated - 2016-09-28 ER - TY - RPRT T1 - Dibromo-chloropropane source definition, Rocky Mountain Arsenal, Colorado; Phase 1 AN - 52776244; 1997-002150 AB - In March 1980, Dibromo-Chloropropane (DBCP) or Nemagon was discovered in water wells in the Irondale community, which is located adjacent to the north- west boundary of Rocky Mountain Arsenal (RMA). The RMA and Shell Chemical Company (SCC) initiated a coordinated program to identify the DBCP plume influencing the wells at Irondale. In addition, the SCC constructed a control system along the northwest boundary to stop the DBCP from migrating offpost. This control system consists of a hydrologic barrier, rows of extraction and injection wells, and a treatment system. An evaluation program was implemented by RMA and SCC to determine the effectiveness of the control system which would also define the route of migration of DBCP. Two unconnected areas of high Nemagon concentrations were identified in existing wells during the evaluation study. One area is north of 7th Avenue with well 33-30 having the maximum concentration and the other area is south of 7th Avenue with well 5-23 showing the maximum concentration (Figure 1). A possible reason for these two areas to appear separated is because the monitoring wells along 7th Avenue penetrate only 5 ft into the alluvial aquifer. Both areas are adjacent to railroad tracks where spills could have occurred and are underlain by a buried channel (Figure 1) that is incised in the Tenver formation. Purpose and Scope: The purpose of this study was to determine if the two areas of high Nemagon concentrations are from one source south of the railyard or if there are two sources - one south in the railyard area and a second source north of 7th Avenue. JF - Dibromo-chloropropane source definition, Rocky Mountain Arsenal, Colorado; Phase 1 AU - Whitten, C B AU - Shamburger, J H Y1 - 1984/09// PY - 1984 DA - September 1984 SP - 22 KW - wells KW - United States KW - chlorinated hydrocarbons KW - contaminant plumes KW - halogens KW - aliphatic hydrocarbons KW - organochlorine pesticides KW - Rocky Mountain Arsenal KW - ground water KW - transport KW - sediments KW - halogenated hydrocarbons KW - chlorine KW - water supply KW - Nemagon KW - monitoring KW - propane KW - Irondale Colorado KW - clastic sediments KW - pollutants KW - injection KW - pollution KW - channels KW - dibromochloropropane KW - alkanes KW - bromine KW - Adams County Colorado KW - aquifers KW - organic compounds KW - hydrocarbons KW - alluvium KW - pesticides KW - Colorado KW - water wells KW - water resources KW - point sources KW - 21:Hydrogeology KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52776244?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Whitten%2C+C+B%3BShamburger%2C+J+H&rft.aulast=Whitten&rft.aufirst=C&rft.date=1984-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Dibromo-chloropropane+source+definition%2C+Rocky+Mountain+Arsenal%2C+Colorado%3B+Phase+1&rft.title=Dibromo-chloropropane+source+definition%2C+Rocky+Mountain+Arsenal%2C+Colorado%3B+Phase+1&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data from NTIS database, National Technical Information Service, Springfield, VA, United States N1 - Date revised - 1997-01-01 N1 - Availability - National Technical Information Service, (703)605-6000, order number AD-A288 966/5NEG, Springfield, VA, United States N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Probable Maximum Flood Estimation - Eastern United States AN - 19474695; 8193766 AB - In 1982, the National Weather Service (NWS) published criteria for developing the spatial and temporal precipitation distribution characteristics of Probable Maximum Storms. The criteria, which are intended for use in the United States east of the 105 super(th) meridian, involve four variables: (1) location of the storm center, (2) storm-area size, (3) storm orientation, and (4) temporal arrangement of precipitation amounts. A computer program has been developed which applies the NWS criteria to produce hyetographs for spatially-averaged precipitation for a basin, or for each subbasin if the basin is subdivided. The basis and operational characteristics of the program are described, and an application if illustrated in which the program is used in conjunction with a precipitation-runoff simulation program (HEC-1) to compute a Probable Maximum Flow. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ely, P B AU - Peters, J C Y1 - 1984/09// PY - 1984 DA - September 1984 SP - 14 KW - Meteorological & Geoastrophysical Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Weather KW - Probable maximum flood estimation KW - Rainfall-runoff Relationships KW - Ecological distribution KW - Precipitation KW - Spatial Distribution KW - Storms KW - Orientation behaviour KW - Computer programs KW - USA KW - Computer Programs KW - Numerical simulations KW - Maximum Flow KW - Floods KW - Precipitation distribution KW - Rainfall-runoff modeling KW - Hyetographs KW - National Weather Service KW - Q2 09161:General KW - SW 6010:Structures KW - M2 551.577:General Precipitation (551.577) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19474695?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ely%2C+P+B%3BPeters%2C+J+C&rft.aulast=Ely&rft.aufirst=P&rft.date=1984-09-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=Probable+Maximum+Flood+Estimation+-+Eastern+United+States&rft.title=Probable+Maximum+Flood+Estimation+-+Eastern+United+States&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - The Corps, the environment, and the Upper Mississippi River basin [1866-1980] T2 - Environmental hist. ser. EP 870-1-19 AN - 59366889; 1985-1101902 JF - Supt Docs, August 1984. viii+119 pp. AU - Merritt, Raymond H Y1 - 1984/08// PY - 1984 DA - August 1984 EP - viii+119 PB - Supt Docs KW - United States -- Army -- Engineers corps KW - Mississippi river KW - Rivers -- Regulation -- Midwestern states UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59366889?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Merritt%2C+Raymond+H&rft.aulast=Merritt&rft.aufirst=Raymond&rft.date=1984-08-01&rft.volume=&rft.issue=&rft.spage=viii%2B119&rft.isbn=&rft.btitle=The+Corps%2C+the+environment%2C+and+the+Upper+Mississippi+River+basin&rft.title=The+Corps%2C+the+environment%2C+and+the+Upper+Mississippi+River+basin&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Supt Docs pa U.S. $5; elsewhere $6.25 N1 - Document feature - il(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Reservoir Analysis System for Water Quality AN - 19478652; 8193764 AB - A reservoir system analysis computer model has been recently developed with the capability to simulate up to ten reservoirs, thirty control points and eight water quality parameters. With this model the user can evaluate a "best" system operation analysis for multipurpose reservoir regulation to obtain target water quality conditions at user specified control points. The model uses a linear programming algorithm to evaluate the "best" system operation among all the reservoirs and a nonlinear routine for operation of multilevel intakes at any one reservoir in the system. The user may select to operate the system for a balanced reservoir pool operation and its associated water quality or to allow for a modified for distribution between reservoirs to improve the water quality operation. The water quality routines are capable of analyzing water temperature and up to three conservative and three non-conservative constituents. If at least on of the non-conservative constituents is an oxygen demanding parameter, dissolved oxygen can also be analyzed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Duke, J H AU - Smith, D J AU - Willey, R G AD - Institute for Water Resources, Hydrologic Engineering Center (HEC), 609 Second Street, Davis, CA 95616-4687, USA Y1 - 1984/08// PY - 1984 DA - August 1984 SP - 38 IS - TP-99 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality KW - Linear Programming KW - water quality KW - Water reservoirs KW - Mathematical models KW - Water Temperature KW - linear programming KW - Intakes KW - Linear programming KW - Water Quality KW - Dissolved Oxygen KW - computer models KW - Systems analysis KW - Water quality KW - Dissolved oxygen KW - Oxygen KW - Hydrologic Models KW - System analysis KW - Water Quality Control KW - Computer Models KW - Reservoirs KW - water temperature KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478652?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Technical+Papers.+U.S.+Army+Corps+of+Engineers%2C+Hydrologic+Engineering+Center&rft.atitle=Reservoir+Analysis+System+for+Water+Quality&rft.au=Duke%2C+J+H%3BSmith%2C+D+J%3BWilley%2C+R+G&rft.aulast=Duke&rft.aufirst=J&rft.date=1984-08-01&rft.volume=&rft.issue=TP-99&rft.spage=38&rft.isbn=&rft.btitle=&rft.title=Technical+Papers.+U.S.+Army+Corps+of+Engineers%2C+Hydrologic+Engineering+Center&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 N1 - SubjectsTermNotLitGenreText - Mathematical models; Water reservoirs; System analysis; Linear programming; Water quality; Dissolved oxygen; Oxygen; water quality; linear programming; computer models; Systems analysis; water temperature; Reservoirs; Linear Programming; Hydrologic Models; Water Temperature; Intakes; Dissolved Oxygen; Water Quality; Water Quality Control; Computer Models ER - TY - RPRT T1 - Use of Computer Program HEC-5 for Water Supply Analysis AN - 19458144; 7891270 AB - Computer program HEC-5, "Simulation of Flood control and Conservation System", has extensive capabilities for the analysis of water supply systems. HEC-5, developed by the U.S. Army Corps of Engineers, Hydrologic Engineering Center in Davis, California, is the Corps principal reservoir simulation model. Water supply analysis capabilities include options for period-of-record optimization of water supply storage and yields, conservation operation which distinguishes between desired and required (essential) water supply demands, provisions for monthly or seasonally varying reservoir operation levels (rule curves), a variety of water supply diversions, and consideration of evaporation. Multi-purpose, multi-reservoir systems may be simulated with hourly, daily, weekly or monthly simulation intervals. In addition to Corps of Engineers applications, the HEC-5 program has been widely applied by other federal agencies, state water resource agencies and domestic and foreign engineering firms. The 1979 and 1982 versions of HEC-5 will be replaced by the soon to be released 1984 version which will provide improved analysis capabilities for water supply, hydropower, and flood control simulations. In addition, the 1984 version will incorporate code modifications which simplify and modularize the code in order to minimize program maintenance, enhance readability, facilitate program improvements and enhance hardware adaptability. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Hayes, R J AU - Eichert, B S Y1 - 1984/08// PY - 1984 DA - August 1984 SP - 16 KW - Pollution Abstracts; Water Resources Abstracts KW - Flood control KW - Water Conveyance KW - Evaporation KW - Water Supply KW - Water resources KW - hydroelectric power KW - Water analysis KW - Water supplies KW - adaptability KW - Computer programs KW - Engineering KW - Yield KW - Hydrologic Models KW - USA, California KW - Reservoirs KW - Simulation Analysis KW - Simulation KW - Maintenance KW - Storage KW - Flood Control KW - Computer Programs KW - USA, California, Davis KW - Conservation KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19458144?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Pollution+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Hayes%2C+R+J%3BEichert%2C+B+S&rft.aulast=Hayes&rft.aufirst=R&rft.date=1984-08-01&rft.volume=&rft.issue=&rft.spage=16&rft.isbn=&rft.btitle=Use+of+Computer+Program+HEC-5+for+Water+Supply+Analysis&rft.title=Use+of+Computer+Program+HEC-5+for+Water+Supply+Analysis&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1982 T2 - WRSC-WCUS-82, pts. 1-5 AN - 59353118; 1985-0503953 AB - Pt. 1, Waterways and harbors, Atlantic Coast; pt. 2, Waterways and harbors, Gulf Coast, Mississippi River system and Antilles; pt. 3, Waterways and harbors, Great Lakes; pt. 4, Waterways and harbors, Pacific Coast, Alaska and Hawaii; pt. 5, National summaries. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, July 1984. Y1 - 1984/07// PY - 1984 DA - July 1984 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- Pacific coast states KW - Shipping -- Great Lakes region KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics KW - Shipping -- Eastern states KW - Shipping -- Southeastern states UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59353118?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1982&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1982&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pt 1 $2.50; pt 2 $3.50; pt 3 $3.25; pt 4 $2; pt 5 $2; Nat Tech Info Service pa N1 - Document feature - table(s), map(s) N1 - SuppNotes - 5pts N1 - Last updated - 2016-09-28 ER - TY - RPRT T1 - Field verification of testing and predictive methodologies for evaluating dredged material disposal alternatives AN - 50967777; 1988-034120 JF - 8th U.S./Japan experts meeting AU - Peddicord, Richard K A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - water quality KW - engineering geology KW - dredging KW - sediments KW - waste disposal KW - chemical composition KW - solid waste KW - geochemistry KW - evaluation KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50967777?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Peddicord%2C+Richard+K&rft.aulast=Peddicord&rft.aufirst=Richard&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Field+verification+of+testing+and+predictive+methodologies+for+evaluating+dredged+material+disposal+alternatives&rft.title=Field+verification+of+testing+and+predictive+methodologies+for+evaluating+dredged+material+disposal+alternatives&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Constructive use of dredged sands AN - 50967091; 1988-034115 JF - 8th U.S./Japan experts meeting AU - Parker, N E A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - sand KW - engineering geology KW - dredging KW - beaches KW - clastic sediments KW - sediments KW - shorelines KW - uses KW - construction KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50967091?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Parker%2C+N+E&rft.aulast=Parker&rft.aufirst=N&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Constructive+use+of+dredged+sands&rft.title=Constructive+use+of+dredged+sands&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 48 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Bottom sediment dredge "clean-up"; principle and results AN - 50967088; 1988-034135 JF - 8th U.S./Japan experts meeting AU - Sato, Eisuke A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - Far East KW - pollutants KW - pollution KW - suspended materials KW - evaluation KW - engineering geology KW - dredging KW - sediments KW - environmental geology KW - waterways KW - Asia KW - Japan KW - instruments KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50967088?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Sato%2C+Eisuke&rft.aulast=Sato&rft.aufirst=Eisuke&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Bottom+sediment+dredge+%22clean-up%22%3B+principle+and+results&rft.title=Bottom+sediment+dredge+%22clean-up%22%3B+principle+and+results&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 1 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 3 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Field dredging test of soft mud layer by a front-open type drag head AN - 50967038; 1988-034133 JF - 8th U.S./Japan experts meeting AU - Irie, Yoshitugu A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - Chiba Japan KW - Far East KW - evaluation KW - engineering geology KW - dredging KW - sediments KW - waterways KW - Honshu KW - Asia KW - Japan KW - instruments KW - Tokyo Bay KW - field studies KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50967038?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Irie%2C+Yoshitugu&rft.aulast=Irie&rft.aufirst=Yoshitugu&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Field+dredging+test+of+soft+mud+layer+by+a+front-open+type+drag+head&rft.title=Field+dredging+test+of+soft+mud+layer+by+a+front-open+type+drag+head&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 7 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 19 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Eco-kinetic model for the accumulation of PCB in marine fishes AN - 50967000; 1988-034130 JF - 8th U.S./Japan experts meeting AU - O'Connor, Joseph M AU - Pizza, John C A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - hydrology KW - chlorinated hydrocarbons KW - toxic materials KW - Chordata KW - PCBs KW - pollution KW - human ecology KW - Pisces KW - models KW - organic compounds KW - New York KW - Raritan River KW - marine environment KW - environmental geology KW - surveys KW - halogenated hydrocarbons KW - New York Bight KW - New Jersey KW - waste disposal KW - Vertebrata KW - solid waste KW - Hudson River KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50967000?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=O%27Connor%2C+Joseph+M%3BPizza%2C+John+C&rft.aulast=O%27Connor&rft.aufirst=Joseph&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Eco-kinetic+model+for+the+accumulation+of+PCB+in+marine+fishes&rft.title=Eco-kinetic+model+for+the+accumulation+of+PCB+in+marine+fishes&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 32 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 4 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Capping of dredged material disposal management for New York Harbor AN - 50966959; 1988-034117 JF - 8th U.S./Japan experts meeting AU - Mansky, J M A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - organic materials KW - hydrochemistry KW - engineering geology KW - organic compounds KW - New York KW - transport KW - sediments KW - waterways KW - New York Bight KW - waste disposal KW - estuarine environment KW - chemical composition KW - solid waste KW - instruments KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966959?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Mansky%2C+J+M&rft.aulast=Mansky&rft.aufirst=J&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Capping+of+dredged+material+disposal+management+for+New+York+Harbor&rft.title=Capping+of+dredged+material+disposal+management+for+New+York+Harbor&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 21 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table, sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Reclamation with soft sea bottom sediments AN - 50966926; 1988-034116 JF - 8th U.S./Japan experts meeting AU - Shiratori, Yasuo AU - Kato, Hideo A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - models KW - methods KW - engineering geology KW - dredging KW - theoretical studies KW - reclamation KW - dredge spoils KW - suspended materials KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966926?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Shiratori%2C+Yasuo%3BKato%2C+Hideo&rft.aulast=Shiratori&rft.aufirst=Yasuo&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Reclamation+with+soft+sea+bottom+sediments&rft.title=Reclamation+with+soft+sea+bottom+sediments&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 14 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Emergency response equipment to clean up hazardous chemical releases at spills and uncontrolled waste sites AN - 50966863; 1988-034128 JF - 8th U.S./Japan experts meeting AU - Wilder, I A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - toxic materials KW - pollutants KW - reclamation KW - legislation KW - environmental geology KW - pollution KW - waste disposal KW - instruments KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966863?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Wilder%2C+I&rft.aulast=Wilder&rft.aufirst=I&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Emergency+response+equipment+to+clean+up+hazardous+chemical+releases+at+spills+and+uncontrolled+waste+sites&rft.title=Emergency+response+equipment+to+clean+up+hazardous+chemical+releases+at+spills+and+uncontrolled+waste+sites&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 33 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - A comparison of methods for estimating nutrient release from lake sediments AN - 50966812; 1988-034126 JF - 8th U.S./Japan experts meeting AU - Hosomi, Masaaki AU - Okada, Mitsumasa AU - Sudo, Ryuichi A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - nutrients KW - methods KW - hydrology KW - limnology KW - sediment-water interface KW - statistical analysis KW - sediments KW - mathematical models KW - mathematical geology KW - hydrochemistry KW - geochemistry KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966812?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Hosomi%2C+Masaaki%3BOkada%2C+Mitsumasa%3BSudo%2C+Ryuichi&rft.aulast=Hosomi&rft.aufirst=Masaaki&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=A+comparison+of+methods+for+estimating+nutrient+release+from+lake+sediments&rft.title=A+comparison+of+methods+for+estimating+nutrient+release+from+lake+sediments&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 19 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 3 tables, sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Soil improvement by deep cement continuous mixing method and its effect on the environment AN - 50966720; 1988-034125 JF - 8th U.S./Japan experts meeting AU - Otsuki, Tadashi AU - Shima, Masanori A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - engineering geology KW - marine installations KW - Far East KW - clastic sediments KW - sediments KW - alluvium KW - Asia KW - construction KW - Japan KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966720?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Otsuki%2C+Tadashi%3BShima%2C+Masanori&rft.aulast=Otsuki&rft.aufirst=Tadashi&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Soil+improvement+by+deep+cement+continuous+mixing+method+and+its+effect+on+the+environment&rft.title=Soil+improvement+by+deep+cement+continuous+mixing+method+and+its+effect+on+the+environment&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 6 tables, geol. sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Rescuing the ports; an update AN - 50966690; 1988-034124 JF - 8th U.S./Japan experts meeting AU - Haar, H R, Jr A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - engineering geology KW - dredging KW - International Association of Port Authorities KW - American Association of Port Authorities KW - waterways KW - review KW - evaluation KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966690?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Haar%2C+H+R%2C+Jr&rft.aulast=Haar&rft.aufirst=H&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Rescuing+the+ports%3B+an+update&rft.title=Rescuing+the+ports%3B+an+update&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Performance tests of Pneuma dredge pump AN - 50966389; 1988-034136 JF - 8th U.S./Japan experts meeting AU - Richardson, T W A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - engineering geology KW - dredging KW - controls KW - experimental studies KW - Pneuma pump KW - pollution KW - instruments KW - evaluation KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966389?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Richardson%2C+T+W&rft.aulast=Richardson&rft.aufirst=T&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Performance+tests+of+Pneuma+dredge+pump&rft.title=Performance+tests+of+Pneuma+dredge+pump&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Removal of bottom sediments in Osaka Port by the Pneuma pump dredge "Shunkai" AN - 50966350; 1988-034114 JF - 8th U.S./Japan experts meeting AU - Kasajima, Shiro A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - organic materials KW - Far East KW - pollutants KW - Osaka Bay KW - pollution KW - West Pacific KW - engineering geology KW - dredging KW - organic compounds KW - Pneuma pump KW - North Pacific KW - conservation KW - Pacific Ocean KW - waterways KW - Northwest Pacific KW - Asia KW - Osaka Port KW - Japan KW - instruments KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966350?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Kasajima%2C+Shiro&rft.aulast=Kasajima&rft.aufirst=Shiro&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Removal+of+bottom+sediments+in+Osaka+Port+by+the+Pneuma+pump+dredge+%22Shunkai%22&rft.title=Removal+of+bottom+sediments+in+Osaka+Port+by+the+Pneuma+pump+dredge+%22Shunkai%22&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 3 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 7 tables, sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Public works aiming at improvement of port and marine environment in Japan AN - 50966114; 1988-034140 JF - 8th U.S./Japan experts meeting AU - Okada, Yasuo A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - Far East KW - conservation KW - marine environment KW - human activity KW - reclamation KW - environmental geology KW - estuarine environment KW - Asia KW - review KW - Japan KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966114?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Okada%2C+Yasuo&rft.aulast=Okada&rft.aufirst=Yasuo&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Public+works+aiming+at+improvement+of+port+and+marine+environment+in+Japan&rft.title=Public+works+aiming+at+improvement+of+port+and+marine+environment+in+Japan&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 4 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - An overview of a dredging demonstration in contaminated material, James River, Virginia AN - 50966104; 1988-034132 JF - 8th U.S./Japan experts meeting AU - Hudson, R E AU - Vann, R G A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - hydrology KW - toxic materials KW - Chesapeake Bay KW - Virginia KW - pollutants KW - pollution KW - James River KW - engineering geology KW - environmental geology KW - waterways KW - surveys KW - pesticides KW - kepone KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966104?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Hudson%2C+R+E%3BVann%2C+R+G&rft.aulast=Hudson&rft.aufirst=R&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+overview+of+a+dredging+demonstration+in+contaminated+material%2C+James+River%2C+Virginia&rft.title=An+overview+of+a+dredging+demonstration+in+contaminated+material%2C+James+River%2C+Virginia&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 3 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Specifications of a model ocean disposal site for dredged material AN - 50966081; 1988-034122 JF - 8th U.S./Japan experts meeting AU - Pequegnat, W E A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - models KW - methods KW - engineering geology KW - dredging KW - theoretical studies KW - marine environment KW - economics KW - waste disposal KW - solid waste KW - cost KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966081?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Pequegnat%2C+W+E&rft.aulast=Pequegnat&rft.aufirst=W&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Specifications+of+a+model+ocean+disposal+site+for+dredged+material&rft.title=Specifications+of+a+model+ocean+disposal+site+for+dredged+material&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 7 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Boundary conditions of sediment surfaces viewed from DO behaviour AN - 50966039; 1988-034119 JF - 8th U.S./Japan experts meeting AU - Yoshida, T AU - Mimaki, T A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - water KW - methods KW - hydrology KW - sediment-water interface KW - oxygen KW - stratification KW - dissolved oxygen KW - dissolved materials KW - geochemistry KW - temperature KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50966039?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Yoshida%2C+T%3BMimaki%2C+T&rft.aulast=Yoshida&rft.aufirst=T&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Boundary+conditions+of+sediment+surfaces+viewed+from+DO+behaviour&rft.title=Boundary+conditions+of+sediment+surfaces+viewed+from+DO+behaviour&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Aspects of the Damos monitoring program in the New England region AN - 50965557; 1988-034131 JF - 8th U.S./Japan experts meeting AU - Andreliunas, V L A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - site exploration KW - marine environment KW - New England KW - environmental geology KW - waste disposal KW - evaluation KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50965557?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Andreliunas%2C+V+L&rft.aulast=Andreliunas&rft.aufirst=V&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Aspects+of+the+Damos+monitoring+program+in+the+New+England+region&rft.title=Aspects+of+the+Damos+monitoring+program+in+the+New+England+region&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 10 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Simulation of estuarine silt transport according to storm water runoff AN - 50965528; 1988-034123 JF - 8th U.S./Japan experts meeting AU - Baba, Yoji A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - hydrology KW - water quality KW - experimental studies KW - clastic sediments KW - pollutants KW - one-dimensional models KW - rivers and streams KW - pollution KW - suspended materials KW - silt KW - human ecology KW - transport KW - quantitative analysis KW - deposition KW - runoff KW - sediments KW - estuarine environment KW - discharge KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50965528?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Baba%2C+Yoji&rft.aulast=Baba&rft.aufirst=Yoji&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Simulation+of+estuarine+silt+transport+according+to+storm+water+runoff&rft.title=Simulation+of+estuarine+silt+transport+according+to+storm+water+runoff&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 4 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table, sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - 8th U.S./Japan experts meeting AN - 50965507; 1988-034113 JF - 8th U.S./Japan experts meeting A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 SP - 476 KW - United States KW - methods KW - Far East KW - pollution KW - engineering geology KW - dredging KW - symposia KW - sedimentary petrology KW - sediments KW - environmental geology KW - Asia KW - Japan KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50965507?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=8th+U.S.%2FJapan+experts+meeting&rft.title=8th+U.S.%2FJapan+experts+meeting&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. N1 - SuppNotes - Individual papers are cited separately N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Specialized dredges designed for bottom sediment dredging AN - 50963245; 1988-034139 JF - 8th U.S./Japan experts meeting AU - Kaneko, Akihiro AU - Watari, Yoshiharu AU - Aritomi, Noriyoshi A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - engineering geology KW - dredging KW - sediments KW - suspended materials KW - instruments KW - evaluation KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50963245?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Kaneko%2C+Akihiro%3BWatari%2C+Yoshiharu%3BAritomi%2C+Noriyoshi&rft.aulast=Kaneko&rft.aufirst=Akihiro&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Specialized+dredges+designed+for+bottom+sediment+dredging&rft.title=Specialized+dredges+designed+for+bottom+sediment+dredging&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 3 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 11 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - The long-term effects of dredging operations program AN - 50963197; 1988-034138 JF - 8th U.S./Japan experts meeting AU - Patin, Thomas R AU - Hart, T L AU - Calhoun, C C A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - methods KW - impact statements KW - pollution KW - evaluation KW - engineering geology KW - dredging KW - marine environment KW - environmental geology KW - waterways KW - waste disposal KW - solid waste KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50963197?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Patin%2C+Thomas+R%3BHart%2C+T+L%3BCalhoun%2C+C+C&rft.aulast=Patin&rft.aufirst=Thomas&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+long-term+effects+of+dredging+operations+program&rft.title=The+long-term+effects+of+dredging+operations+program&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Legal restrictions and present condition of dredged material disposal in Japan AN - 50963141; 1988-034129 JF - 8th U.S./Japan experts meeting AU - Sugiyama, Atsushi A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - toxic materials KW - Far East KW - legislation KW - dredging KW - practice KW - marine environment KW - environmental geology KW - coastal environment KW - waste disposal KW - Asia KW - solid waste KW - geochemistry KW - Japan KW - heavy metals KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50963141?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Sugiyama%2C+Atsushi&rft.aulast=Sugiyama&rft.aufirst=Atsushi&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Legal+restrictions+and+present+condition+of+dredged+material+disposal+in+Japan&rft.title=Legal+restrictions+and+present+condition+of+dredged+material+disposal+in+Japan&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Sediment resuspension in the vicinity of the cutter head AN - 50962473; 1988-034137 JF - 8th U.S./Japan experts meeting AU - Koba, Hiromi AU - Shiba, Toyoaki A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - methods KW - engineering geology KW - dredging KW - sediments KW - suspended materials KW - instruments KW - evaluation KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50962473?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Koba%2C+Hiromi%3BShiba%2C+Toyoaki&rft.aulast=Koba&rft.aufirst=Hiromi&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sediment+resuspension+in+the+vicinity+of+the+cutter+head&rft.title=Sediment+resuspension+in+the+vicinity+of+the+cutter+head&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 4 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Overview of Corps research program on dredging contaminated sediments AN - 50962443; 1988-034134 JF - 8th U.S./Japan experts meeting AU - Montgomery, R L AU - Raymond, G L A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - United States KW - methods KW - engineering geology KW - dredging KW - toxic materials KW - experimental studies KW - environmental geology KW - waterways KW - pollution KW - U. S. Army Corps of Engineers KW - review KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50962443?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Montgomery%2C+R+L%3BRaymond%2C+G+L&rft.aulast=Montgomery&rft.aufirst=R&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Overview+of+Corps+research+program+on+dredging+contaminated+sediments&rft.title=Overview+of+Corps+research+program+on+dredging+contaminated+sediments&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 7 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 1 table, sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Studies on analytical method of acrylamide monomer and accumulation into fish AN - 50962398; 1988-034121 JF - 8th U.S./Japan experts meeting AU - Fujiki, Motoo AU - Asada, Junko AU - Shimizu, Takako A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - toxic materials KW - experimental studies KW - medical geology KW - pollutants KW - industrial waste KW - pollution KW - acrylamide monomer KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50962398?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Fujiki%2C+Motoo%3BAsada%2C+Junko%3BShimizu%2C+Takako&rft.aulast=Fujiki&rft.aufirst=Motoo&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Studies+on+analytical+method+of+acrylamide+monomer+and+accumulation+into+fish&rft.title=Studies+on+analytical+method+of+acrylamide+monomer+and+accumulation+into+fish&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Number of references - 19 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 5 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Restoration study of dreding in Lake Kasumigaura AN - 50962363; 1988-034118 JF - 8th U.S./Japan experts meeting AU - Kodama, Fumio AU - Fukushima, Tamiya A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - hydrology KW - Far East KW - reclamation KW - hydrogeology KW - waste management KW - dredging KW - sediments KW - eutrophication KW - environmental geology KW - surveys KW - Honshu KW - waste disposal KW - Lake Kasumigaura KW - Asia KW - Japan KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50962363?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Kodama%2C+Fumio%3BFukushima%2C+Tamiya&rft.aulast=Kodama&rft.aufirst=Fumio&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Restoration+study+of+dreding+in+Lake+Kasumigaura&rft.title=Restoration+study+of+dreding+in+Lake+Kasumigaura&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 2 tables, sect., sketch map N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Dredging and management problems in Lake Suwa AN - 50961191; 1988-034127 JF - 8th U.S./Japan experts meeting AU - Nikaido, K AU - Akabane, M A2 - Patin, Thomas R. Y1 - 1984/07// PY - 1984 DA - July 1984 KW - Nagano Japan KW - hydrology KW - water quality KW - Far East KW - engineering geology KW - dredging KW - Lake Suwa KW - environmental geology KW - waterways KW - surveys KW - Honshu KW - Asia KW - Japan KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50961191?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Nikaido%2C+K%3BAkabane%2C+M&rft.aulast=Nikaido&rft.aufirst=K&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Dredging+and+management+problems+in+Lake+Suwa&rft.title=Dredging+and+management+problems+in+Lake+Suwa&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - 8th U.S./Japan experts meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1988-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. 3 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Evolution in Computer Programs Causes Evolution in Training Needs: The Hydrologic Engineering Center Experience AN - 19476699; 8193767 AB - Since the Hydrologic Engineering Center (HEC) was established in 1964, it has provided training in hydrologic engineering for the Corps of Engineers. The Center has also been responsible for "computerizing" hydrologic methods and making those programs available to the Corps as well as the general public. These computerized procedures and the required information for project investigations have grown to the point that the program user requires an understanding of a multitude of technical fields. The development of comprehensive computer programs provides an opportunity to bring together previously fragmented technical studies into one integrated study. Several examples of the coordinated program packages and their impact on the evolving training program of the HEC are presented to illustrate the developing technology and its impact on the training and education needs of engineers in the Corps. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Bonner, V R Y1 - 1984/07// PY - 1984 DA - July 1984 SP - 28 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Computer programs KW - Engineering KW - Education KW - Computer Programs KW - Training KW - Evolution KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476699?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Bonner%2C+V+R&rft.aulast=Bonner&rft.aufirst=V&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=28&rft.isbn=&rft.btitle=Evolution+in+Computer+Programs+Causes+Evolution+in+Training+Needs%3A+The+Hydrologic+Engineering+Center+Experience&rft.title=Evolution+in+Computer+Programs+Causes+Evolution+in+Training+Needs%3A+The+Hydrologic+Engineering+Center+Experience&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Distribution, Abundance, and Growth of Juvenile Dungeness Crabs, Cancer magister, in Grays Harbor Estuary, Washington AN - 18997333; 8601496 AB - Dungeness crabs, Cancer magister, were collected biweekly or monthly from May 1980 to July 1981 in Grays Harbor, Washington. Age of each crab was estimated from width-frequency analyses, and the population density and growth rate were monitored for each age class over the 14-month period. In April 1980 and 1981, crabs entered the estuary either as megalops larvae that metamorphosed to first instar postlarvae or directly as first instars. Intertidal mudflats with beds of eelgrass (Zostera spp.) were important habitats for the first few postlarval stages. Some crabs may have emigrated from the estuary during their second year of life, whereas others dispersed throughout the estuary and appeared to emigrate at sexual maturity (about 2 years). No gravid females were ever found in the bay. Population size was estimated to range from 3.3 million crabs (winter) to 39.0 million crabs (summer); 74% of the summer population were early instars. Growth of early instars was rapid and resulted in a 282-fold increase in dry weight from May to September, but little growth occurred during the remainder of the year. Based on summer population abundance, it is estimated that this estuary could account for a substantial portion of recruitment to the offshore commercial fisheries. (Author 's abstract) JF - Fishery Bulletin Vol. 82, No. 3, p 469-483, July, 1984. 9 Fig, 6 Tab, 23 Ref. Army Corps of Engineers contracts DACW-67-80-C-0086 and DACW-67-81-M-1096. AU - Stevens, B G AU - Armstrong, DA AD - Washington Univ. Seattle. School of Fisheries Y1 - 1984/07// PY - 1984 DA - Jul 1984 KW - Water Resources Abstracts KW - Crabs KW - Distribution KW - Grays Harbor Estuary KW - Washington KW - Immature growth stages KW - Migration KW - Habitats KW - Estuaries KW - Growth KW - Seasonal variation KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18997333?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Distribution%2C+Abundance%2C+and+Growth+of+Juvenile+Dungeness+Crabs%2C+Cancer+magister%2C+in+Grays+Harbor+Estuary%2C+Washington&rft.au=Stevens%2C+B+G%3BArmstrong%2C+DA&rft.aulast=Stevens&rft.aufirst=B&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Pascagoula Harbor, Mississippi, Draft Feasibility Report: Improvement of the Federal Deep-Draft Navigation Channel (Technical Appendices) AN - 14181243; 10407703 AB - Estimates of benefits and other supporting data pertaining to the economics and technical feasibility of various plans for deep-draft channel improvements within the pascagoula harbor, MS, are compiled. Improvement plans under consideration entail increasing the depth and/or width of the present channels leading into the ports of pascagoula and Bayou Casotte. Benefits are related to reduced transportation charges for grain being exported and LNG being imported. Design and cost estimates and geotechnical issues are surveyed. Public and FWS comments on proposed channelization schemes are included. (numerous maps, tables) JF - USACE Report Y1 - 1984/07// PY - 1984 DA - Jul 1984 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - MARINE ECOSYSTEMS KW - WATERWAYS KW - ECONOMICS, TRANSPORT KW - OIL TANKERS KW - CHANNELIZATION KW - SEDIMENT KW - GRAIN KW - CAPITAL COSTS KW - GULF OF MEXICO KW - DREDGING KW - OPERATING AND MAINTENANCE COSTS KW - MISSISSIPPI KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14181243?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Pascagoula+Harbor%2C+Mississippi%2C+Draft+Feasibility+Report%3A+Improvement+of+the+Federal+Deep-Draft+Navigation+Channel+%28Technical+Appendices%29&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-07-01&rft.volume=2&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; SEDIMENT; GULF OF MEXICO; CHANNELIZATION; OIL TANKERS; OPERATING AND MAINTENANCE COSTS; DREDGING; GRAIN; MARINE ECOSYSTEMS; MISSISSIPPI; WATERWAYS; ECONOMICS, TRANSPORT ER - TY - JOUR T1 - Upper Pearl River Basin Flood Control Study AN - 14178952; 10407129 AB - Flood control options being considered by USACE for the Pearl River basin in Mississippi are explained. Information is compiled for public consumption addressing the costs and benefits of flood control and delineating protection levels and economic feasibility issues. Flood protection measures evaluated include channel modification, levels or floodwalls, clearing, stream diversion, upstream impoundments, and nonstructural work. Other alternatives encompass dam construction and evacuating structures from the flood plain. JF - USACE Report Y1 - 1984/07// PY - 1984 DA - Jul 1984 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES INVESTMENT KW - DAMS KW - RIVER BASINS KW - WATER RESOURCES MANAGEMENT KW - CHANNELIZATION KW - FLOOD CONTROL KW - ECONOMICS, WATER KW - MISSISSIPPI KW - IMPOUNDMENTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14178952?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Upper+Pearl+River+Basin+Flood+Control+Study&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER RESOURCES INVESTMENT; DAMS; FLOOD CONTROL; CHANNELIZATION; RIVER BASINS; WATER RESOURCES MANAGEMENT; ECONOMICS, WATER; MISSISSIPPI; IMPOUNDMENTS ER - TY - RPRT T1 - INTERIM REPORT ON FLOOD PROTECTION FEASIBILITY, MOLLY ANN'S BROOK, HALEDON, PROSPECT PARK, PATERSON, NEW JERSEY. AN - 36388435; 341 AB - PURPOSE: Flood control measures are proposed for Molly Ann's Brook in the boroughs of Haledon and Prospect Park and in the city of Paterson, New Jersey. Under the preferred alternative, modification of Molly Ann's Brook would extend from a point 675 feet upstream of Church Street in Haledon, downstream to the confluence with the Passaic River in Paterson, a distance of 14,700 feet. Beginning at the upstream end of the project, a 100-foot-long earthen transition section would take the existing channel into a 25-foot bottom width riprapped, trapezoidal channel running downstream for approximately 3,900 feet. The modified channel would then change over a distance of 100 feet from the trapezoidal channel into a 30-foot concrete flume. This flume would extend 510 feet to a point approximately 250 feet downstream of the Clinton Street Bridge. The channel bottom would be lowered an average of two feet from the existing streambed. A vertical drop structure between Clinton Street and Belmont Avenue would lower the channel bottom an additional 5.5 feet. The modified channel then would continue 370 feet downstream as a 25-foot wide concrete flume to a point approximately 50 feet from Belmont Avenue. From here the channel would change from a concrete flume to a 25-foot bottom width earthen, trapezoidal channel with 1 on 2 side slopes over a distance of 100 feet. The trapezoidal channel would continue 9,650 feet to the mouth of the brook. The Scheps Cheese Company building would be removed, and 10 bridges between Church Street and Totowa Avenue would require replacement or raising. Estimated first cost of the project is $21.3 million, and the benefit-cost ratio is 1.2. POSITIVE IMPACTS: Alleviation of the flood problem would reduce the frequency of inundation of streets and homes, thereby reducing the degree of danger to life and health associated with floods, as well as the many inconveniences and disruptions that occur during flood situations. NEGATIVE IMPACTS: Construction activities would kill fish and benthic organisms. Water temperatures would increase, while dissolved oxygen levels, detrital supplies, and habitats would diminish. Removal of streambank vegetation would stress existing wildlife and eliminate much of the aesthetic value of vegetated areas, sparse as they may be. Groundwater could be contaminated during construction and maintenance excavations. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.) and Water Resources Development Act of 1976 (42 U.S.C. 1962d et seq.). PRIOR REFERENCES: For the abstract of the draft environmental impact statement, see 84-0514D, Volume 8, Number 10. JF - EPA number: 850266, 2 volumes, June 21, 1984 PY - 1984 KW - Water KW - Biologic Surveys KW - Bridges KW - Channels KW - Cost Assessments KW - Creeks KW - Cultural Resources KW - Fish KW - Flood Control KW - Geologic Surveys KW - Hydraulic Assessments KW - Hydrologic Assessments KW - Section 404(b) Statements KW - Sediment Analyses KW - Soils Surveys KW - Vegetation KW - Visual Resources KW - Water Quality KW - Wildlife Habitat KW - Molly Ann's Brook KW - New Jersey KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - Water Resources Development Act of 1976, Project Authorization UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36388435?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-06-21&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY%2C+MOLLY+ANN%27S+BROOK%2C+HALEDON%2C+PROSPECT+PARK%2C+PATERSON%2C+NEW+JERSEY.&rft.title=INTERIM+REPORT+ON+FLOOD+PROTECTION+FEASIBILITY%2C+MOLLY+ANN%27S+BROOK%2C+HALEDON%2C+PROSPECT+PARK%2C+PATERSON%2C+NEW+JERSEY.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of the Army, Corps of Engineers, New York, New York; ARMY N1 - Date revised - 2006-05-01 N1 - SuppNotes - Final. Preparation date: June 21, 1984 N1 - Last updated - 2011-12-16 ER - TY - RPRT T1 - A Comparative Analysis of Groundwater Model Formulation: The San Andres-Glorieta Case Study AN - 19449648; 7399441 AB - This report is concerned primarily with the technical choices which influence the predictions made by groundwater models. In order to keep the discussion specific, attention is focused on a typical modeling case study. This case study involves a public utility wanting permission to pump groundwater from an aquifer, and provided model results that suggested the impacts of its proposed pumpage plan would be acceptable. Local water users responded by sponsoring several independent modeling studies using the same ground water model, with varying results. Overall, the introduction of computer modeling seemed to create more confusion that it dispelled. The case study analysis in this report was undertaken with the belief that the case study might reveal some important insights about the basic strengths and weaknesses of modeling technology. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - McLaughlin, D B Y1 - 1984/06// PY - 1984 DA - June 1984 SP - 86 KW - Water Resources Abstracts KW - Prediction KW - Aquifers KW - Hydrologic Models KW - Case Studies KW - Computers KW - Pumps KW - Pumpage KW - Groundwater KW - Utilities KW - SW 6030:Hydraulic machinery UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449648?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=McLaughlin%2C+D+B&rft.aulast=McLaughlin&rft.aufirst=D&rft.date=1984-06-01&rft.volume=&rft.issue=&rft.spage=86&rft.isbn=&rft.btitle=A+Comparative+Analysis+of+Groundwater+Model+Formulation%3A+The+San+Andres-Glorieta+Case+Study&rft.title=A+Comparative+Analysis+of+Groundwater+Model+Formulation%3A+The+San+Andres-Glorieta+Case+Study&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Toxicity of the Herbicides Diquat and Endothall to Goldfish AN - 19000137; 8500909 AB - Acute and behavioral toxicity to goldfish Carassius auratus was determined for the aquatic herbicides diquat and endothall, separately and combined as a 1:1 mixture by volume. The static 96-hr TL-m of endothall was 372 mg/l with 95% confidence limits of 340-406 mg/l. That for diquat was 85 mg/l with CI = 76-95 mg/l. The TL-m for the mixture was 64 mg/liter diquat to 64 mg/l endothall. The toxicity of the mixture exceeded that of either herbicide alone, suggesting an additive effect. Hypertrophied gill epithelial cells were found in fish exposed to diquat at concentrations of 32 mg/l and higher, and to the mixture of 32 mg/l each of diquat and endothall. Gill hypertropy was also apparent in fish exposed to concentrations of 80 mg/l of endothall or more. The degree of hypertrophy was not directly proportional to concentration and gill structure of exposed and control fish was not consistently different. No abnormal changes were found in olfactory epithelium, taste buds or the epithelial lining of the cephalic lateral line canals in fish exposed to the herbicides either separately or combined. When a mixture of 0.11 mg/l diquat: 0.17 mg/liter endothall was added to the avoidance chamber, the mean distance of the test fish was 0.2 m farther from the toxicant entry point than that of the control group. This change did not indicate a significant avoidance. A tendency toward avoidance was noted at a mixture of 1.1 mg/l diquat and 1.7 mg/l endothall, and avoidance was highly significant at a concentration 100 x the proposed treatment rate. When diquat (1.10 mg/l) and endothall (1.70 mg/l) were tested separately, only diquat was significantly avoided. (Baker-IVI) JF - Environmental Pollution (Series A) Vol. 34, No.3, p 251-258, June, 1984. 1 Fig, 1 Tab, 14 Ref. Army Corps of Engineers contract DAW 65-74-C-0013. AU - Berry, CRJr AD - Virginia Polytechnic Inst. and State Univ. Blacksburg. Dept. of Fisheries and Wildlife Sciences Y1 - 1984/06// PY - 1984 DA - Jun 1984 KW - Water Resources Abstracts KW - Herbicides KW - Goldfish KW - Toxicity KW - Diquat KW - Endothall KW - Behavioral effects KW - Fish KW - Water pollution effects KW - Fish behavior KW - Avoidance KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19000137?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Toxicity+of+the+Herbicides+Diquat+and+Endothall+to+Goldfish&rft.au=Berry%2C+CRJr&rft.aulast=Berry&rft.aufirst=CRJr&rft.date=1984-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Nitrogen Removal in Wastewater Ponds AN - 14185371; 10409358 AB - Research has produced a design equation that can be used to estimate nitrogen removal in wastewater pond systems. The equation was developed and validated with data from full-scale systems in various regions of the U.S. and Canada. N removal in pond systems is shown to be dependent on ph, temperature, and detention time. Under warm, sunny conditions with adequate detention and alkalinity, N removal can exceed 80%. The loss of gaseous ammonia to the atmosphere from beneath a continuous ice cover seems unlikely. ( 18 graphs, 26 references, 23 tables,) JF - USACE Report Crrel 84-13 AU - Reed, Sherwood C Y1 - 1984/06// PY - 1984 DA - Jun 1984 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - VOLATILIZATION KW - STABILIZATION PONDS KW - NITROGEN KW - AERATION KW - NITRATES KW - AMMONIA KW - MATHEMATIC MODELS, WATER KW - WATER TEMPERATURE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14185371?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report+Crrel+84-13&rft.atitle=Nitrogen+Removal+in+Wastewater+Ponds&rft.au=Reed%2C+Sherwood+C&rft.aulast=Reed&rft.aufirst=Sherwood&rft.date=1984-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report+Crrel+84-13&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AMMONIA; STABILIZATION PONDS; VOLATILIZATION; NITROGEN; AERATION; NITRATES; MATHEMATIC MODELS, WATER; WATER TEMPERATURE ER - TY - JOUR T1 - Mississippi River Cultural Resources Survey, A Comprehensive Study, Phase I, Component A: Thematic Historical Overview AN - 19010677; 8708198 AB - The study is an anthropological overview summarizing historic records and archaeological literature for use by historic preservationists and cultural resource managers in Southeastern Louisiana, and is essentially threefold: (1) to provide a research design that will facilitate future cultural resources investigations within designated Corps of Engineers project areas; (2) to provide the basis for identification, description, and evaluation of known cultural resources along the lower Mississippi River; and (3) to provide management with direction in undertaking future Corps-related projects affecting cultural resources. Geographical parameters of this study, consisted of all lands associated with and contiguous to the present channel of the Mississippi River between ca. River Mile 330 Above Head of Passes and the Gulf of Mexico. Designated lateral confines were established at 500 meters landward of existing or projected levees and low water lines on either side of the river. (Lantz-PTT) JF - Available from the National Technical Information Service, Springfield Virginia 22161, as AD-A145600. Price codes A16 in paper copy and A01 in microfiche. Army Corps of Engineers Report No. PD-RC-84-05, May 1984. 352 p, 8 fig, 480 ref. Department of the Army Contract No. DA2544, LMNPD-82-20. AU - Greene, JA AU - Clemenson, AB AU - Paige, J C AU - Stuart AU - Van Horn, LF AD - National Park Service Denver, CO. Denver Service Center Y1 - 1984/04// PY - 1984 DA - Apr 1984 KW - Water Resources Abstracts KW - Mississippi River KW - History KW - Archaeology KW - Surveys KW - Louisiana KW - Geography KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19010677?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Mississippi+River+Cultural+Resources+Survey%2C+A+Comprehensive+Study%2C+Phase+I%2C+Component+A%3A+Thematic+Historical+Overview&rft.au=Greene%2C+JA%3BClemenson%2C+AB%3BPaige%2C+J+C%3BStuart%3BVan+Horn%2C+LF&rft.aulast=Greene&rft.aufirst=JA&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Managing a Public Involvement Program AN - 18988636; 8501574 AB - Federal law now requires public participation as a part of the planning for water resources development. The U.S. Army Corps of Engineers developed and managed a Public Involvement Program for a segment of the East St. Louis and Vicinity Interior Flood Control Project. The public involvement program used such methods as a Delphi panel, public meetings and workshops, public information fact sheets, media contacts, and information packets. These methods were used in identifying water-related problems and evaluating alternatives to those problems. The Delphi panel was effective in increasing sensitivity to public preferences which enabled better planning of public meetings and workshops. Panelists responded more favorably to identifying water resource problems and concerns than to evaluating options to reduce or eliminate the identified problems. Public meetings and workshops provided people the opportunity to identify water-related problems and concerns, evaluate options, receive factual study information, and exchange ideas. The flexibility of a public involvement program should be a major consideration to allow for change as a study progresses. (Collier-IVI) JF - Journal of Water Resources Planning and Management Vol. 110, No. 2, p 153-166, April, 1984. 2 Fig, 2 Tab, 26 Ref. U.S. Army Corps of Engineers contract DACW 43-78-C-0149. AU - Astrack, R F AU - Baumann, NA AU - Reynolds, G L AD - Army Engineer District St. Louis, MO Y1 - 1984/04// PY - 1984 DA - Apr 1984 KW - Water Resources Abstracts KW - Public participation KW - Water resources development KW - St. Louis KW - Missouri KW - Decision making KW - Planning KW - Project planning KW - Management planning KW - SW 4010:Techniques of planning UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18988636?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Managing+a+Public+Involvement+Program&rft.au=Astrack%2C+R+F%3BBaumann%2C+NA%3BReynolds%2C+G+L&rft.aulast=Astrack&rft.aufirst=R&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Water Conservation: The Struggle Over Definition AN - 18947163; 8404566 AB - During the 1970 's much attention was focused on the role of water conservation in the planning and management of urban water supplies, and actions to implement water conservation were taken at all levels of government. Yet many policies and programs appear to rely on conceptions of water conservation which confuse supply and demand oriented strategies or which inefficiently conserve water at the expense of other scarce resources. Through an analysis of the underlying concepts and values, a definition of water conservation is reached which is both precise and practical and which provides a sound basis for the development of water conservation policies. Examples drawn from recent field studies illustrate the application of the definition. (Author 's abstract) JF - Water Resources Research Vol. 20, No. 4, p 428-434, April, 1984. 3 Tab, 27 Ref. Army Corps of Engineers, Institute for Water Resources contract DACW72-78-C-0022. AU - Baumann, D D AU - Boland, J J AU - Sims, J H AD - Southern Illinois Univ. at Carbondale. Dept. of Geography Y1 - 1984/04// PY - 1984 DA - Apr 1984 KW - Water Resources Abstracts KW - Water conservation KW - Definition KW - Water management KW - Metropolitan water management KW - Water supply KW - Optimization KW - SW 1040:Conservation in domestic and municipal use KW - SW 4010:Techniques of planning UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18947163?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Water+Conservation%3A+The+Struggle+Over+Definition&rft.au=Baumann%2C+D+D%3BBoland%2C+J+J%3BSims%2C+J+H&rft.aulast=Baumann&rft.aufirst=D&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Flow and Bed Topography in Alluvial Channel Bend AN - 18946399; 8404594 AB - Two of the most striking and intriguing features of natural alluvial streams are their natural tendency to meander, and the migration of the meanders. River meandering, in particular the bank erosion attendant to the growth and migration of the meander loops, has become a major problem in many countries. Two recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory-channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible. (Murphy-IVI) JF - Journal of Hydraulic Engineering Vol. 110, No. 4, p 521-536, April, 1984. 5 Fig, 22 Ref. Army Corps of Engineers contract DACW39-80-C-0129. AU - Odgaard, A J AD - Iowa Univ. Iowa City. Inst. of Hydraulic Research Y1 - 1984/04// PY - 1984 DA - Apr 1984 KW - Water Resources Abstracts KW - Flow KW - Bed topography KW - Alluvial channel bends KW - Channel erosion KW - Alluvial channels KW - Model studies KW - Missouri River KW - Sacramento River KW - SW 0835:Streamflow and runoff UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18946399?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Flow+and+Bed+Topography+in+Alluvial+Channel+Bend&rft.au=Odgaard%2C+A+J&rft.aulast=Odgaard&rft.aufirst=A&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Exploration and Production of Hydrocarbon Resources in Coastal Alabama and Mississippi AN - 14972738; 10792136 AB - Preliminary results of USACE investigators performed in preparation of an Environmental Impact Statement regarding hydrocarbon exploration offshore Mississippi and Alabama are reported. Environmental analyses are based on estimates of regional recoverable hydrocarbon resources, resource development scenarios, and environmental loadings of unit actions. A series of maps and graphs depicts current and anticipated drilling rig deployment rates, pipeline operations, and oil and gas production rates. Coastal benthic communities, aquifers, and waterfowl populations are also surveyed. Environmental loadings are generic effects associated with well completion, platform construction, and pipeline construction and operation are tabulated. Impacts to air and water Quality and wetlands are outlined. (numerous graphs, maps, tables) JF - USACE Report Y1 - 1984/04// PY - 1984 DA - Apr 1984 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - FISHERIES, SALTWATER KW - WASTEWATER DISPOSAL KW - MARINE ECOSYSTEMS KW - SOLID WASTE DISPOSAL KW - OIL EXPLORATION, OFFSHORE KW - ALABAMA KW - OIL SPILL PREVENTION KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - NOISE EFFECTS KW - COASTAL WATERS KW - AIR QUALITY CRITERIA KW - ENV IMPACT STATEMENT KW - NATURAL GAS EXPLORATION, OFFSHORE KW - MISSISSIPPI KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14972738?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Exploration+and+Production+of+Hydrocarbon+Resources+in+Coastal+Alabama+and+Mississippi&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL; SOCIOECONOMIC IMPACT ASSESSMENT; FISHERIES, SALTWATER; NOISE EFFECTS; MARINE ECOSYSTEMS; SOLID WASTE DISPOSAL; COASTAL WATERS; OIL EXPLORATION, OFFSHORE; ALABAMA; AIR QUALITY CRITERIA; ENV IMPACT STATEMENT; MISSISSIPPI; NATURAL GAS EXPLORATION, OFFSHORE; OIL SPILL PREVENTION ER - TY - RPRT T1 - Detailed project report. Liza Jackson Park. Shoreline erosion control at Fort Walton Beach, Florida. AN - 14246822; 1067124 AB - The Corps of Engineers studied shoreline erosion at Liza Jackson Park, a publically-owned park within the City of Fort Walton Beach. It was determined that the shoreline is receding at the long-term rate of about 1 foot per year. The recommended plan provides for a beach about 450 feet long which, with periodic nourishment, would offset erosion and provide for water-oriented recreation benefits. Expansion of an existing salt marsh which presently occupies another 450 feet of shoreline would also control erosion while enhancing wildlife habitat. Erosion of the march would be prevented by a low rock stabilizing structure. Diversion and piping of an existing drainage ditch would help to nourish the marsh, to improve water quality, and to create safer, more esthetically pleasing, and more useful conditions in the park. Y1 - 1984/04// PY - 1984 DA - Apr 1984 KW - ASW, USA, Florida, Liza Jackson Park KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - coastal engineering KW - wetlands KW - erosion control KW - beach erosion KW - shore protection KW - land reclamation KW - Q5 08523:Conservation, wildlife management and recreation KW - O 6060:Coastal Zone Resources and Management KW - Q2 09327:Coast defences and harbour works UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14246822?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Detailed+project+report.+Liza+Jackson+Park.+Shoreline+erosion+control+at+Fort+Walton+Beach%2C+Florida.&rft.title=Detailed+project+report.+Liza+Jackson+Park.+Shoreline+erosion+control+at+Fort+Walton+Beach%2C+Florida.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No. AD-A156 057/2/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Prediction of the Effects of a Flood Control Project on a Meandering Stream AN - 19477918; 8193768 AB - A study was undertaken to evaluate the future performance of various flood control alternatives on the Arkansas River near La Junta, CO. The major study component was the application of HEC-6 "Scour and Deposition of Rivers and Reservoirs" to simulate long-term (100-years) changes in the stream profile. A complicating factor was the existence of eleven major irrigation diversions and four tributaries in the 100-mile long study reach. This paper describes the development of representative data for the long-term analysis, operation of the model, calibration and simulation strategies employed, interpretation of model results, and computational aspects of this application. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M Y1 - 1984/03// PY - 1984 DA - March 1984 SP - 20 KW - Water Resources Abstracts KW - USA, Arkansas R. KW - Rivers KW - Prediction KW - Flood Control KW - Hydrologic Models KW - Calibrations KW - Irrigation KW - Deposition KW - Streams KW - Diversion KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19477918?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M&rft.aulast=Gee&rft.aufirst=D&rft.date=1984-03-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=Prediction+of+the+Effects+of+a+Flood+Control+Project+on+a+Meandering+Stream&rft.title=Prediction+of+the+Effects+of+a+Flood+Control+Project+on+a+Meandering+Stream&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Effects of Dredging and Open-Water Disposal on Benthic Macroinvertebrates in a South Carolina Estuary AN - 18945818; 8404670 AB - Approximately 28,475 cu m of muddy sediments were dredged from a shoal in a South Carolina estuarine system and released near the surface at a nearby site having high tidal current velocities. Effects at the dredged sites included decreased macrofaunal abundance and changes in species composition. These effects appeared to be short term, which substantial recovery occurring within 3 months. Rapid recovery was primarily attributed to immigration through slumping of channel wall sediments similar to those dredged. Detrimental effects on benthic macrofauna in the area of open water disposal were minimal. Most differences noted in community structure between collection dates were attributed to sampling and seasonal variability. The absence of a major longterm disruption to the benthos in the disposal area was probably due to (1) strong tidal currents, which rapidly dispersed the moderate amount of mud sediments released; (2) surface disposal, permitting wider dispersal; and (3) disposal during late autumn, a period of low faunal recruitment. (Author 's abstract) JF - Estuaries Vol. 7, No. 1, p 28-37, March, 1984. 2 Fig, 2 Tab, 14 Ref. Army Corps of Engineers contract DACW60-77-C-0013. AU - Van Dolah, RF AU - Calder AU - Knott, D M AD - South Carolina Wildlife and Marine Resources Dept. Charleston. Marine Resources Research Inst Y1 - 1984/03// PY - 1984 DA - Mar 1984 KW - Water Resources Abstracts KW - Environmental effects KW - Ecological effects KW - Open-water disposal KW - Benthic macroinvertebrates KW - South Carolina KW - Estuaries KW - Dredging KW - Sediments KW - Ocean dumping KW - SW 3030:Effects of pollution KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18945818?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Effects+of+Dredging+and+Open-Water+Disposal+on+Benthic+Macroinvertebrates+in+a+South+Carolina+Estuary&rft.au=Van+Dolah%2C+RF%3BCalder%3BKnott%2C+D+M&rft.aulast=Van+Dolah&rft.aufirst=RF&rft.date=1984-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Lower Thorofare, Maryland; detailed project report and environmental assessment AN - 51320103; 1985-075323 JF - Lower Thorofare, Maryland; detailed project report and environmental assessment Y1 - 1984/02// PY - 1984 DA - February 1984 SP - 95 KW - United States KW - engineering geology KW - Tangier Sound KW - Somerset County Maryland KW - Manokin River KW - impact statements KW - Wenona Harbor KW - waterways KW - Lower Thorofare KW - Deal Island KW - Maryland KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51320103?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Lower+Thorofare%2C+Maryland%3B+detailed+project+report+and+environmental+assessment&rft.title=Lower+Thorofare%2C+Maryland%3B+detailed+project+report+and+environmental+assessment&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Availability - U. S. Army Corps of Eng., Baltimore Dist., Baltimore, MD, United States N1 - Document feature - sketch maps N1 - SuppNotes - Final report N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - Zooplankton-Trophic State Relationships in Some North and Central Florida Lakes AN - 18980292; 8501022 AB - In a survey of eight lake systems located in north-central Florida, total zooplankton abundance showed a strong positive correlation (r squared = 0.87, a = 0.01) with trophic state. Zooplankton abundance averaged 100,000 organisms/sq m in oligotrophic systems and up to 820,000 organisms/sq m in the eutrophic systems. Seasonal variations in total abundance were greatest in the eutrophic lakes where rotifers dominated and periodically produced sharp population peaks (approaching 2,000 ,000/sq m). In contrast, the more oligotrophic systems had relatively stable levels of total abundance and were dominated by copepods. Diversities of the major taxa in the lakes were variable with one to three species of copepods, zero to four species of cladocera, and two to seven species of rotifers dominant at any one time. Planktonic cladoceran communities were often composed of only one or two species. Low cladocera diversity in these subtropical systems was suggestive of increased predation pressure on this group of crustaceans. A comparison of the total crustacean abundance in the Florida systems to those of some of the Great Lakes indicated that lower standing crops of crustacean zooplankton in the Florida lakes may be a response to both predation and temperature. (Author 's abstract) JF - Hydrobiologia Vol. 109, No. 3, p 251-263, February, 1984. 6 Fig, 5 Tab, 50 Ref. Army Corps of Engineers DACW39-76-C-006. AU - Blancher, ECII AD - Taxonomic Associates, Inc , Mobile, AL Y1 - 1984/02// PY - 1984 DA - Feb 1984 KW - Water Resources Abstracts KW - Zooplankton KW - Lakes KW - Florida KW - Trophic level KW - Oligotrophic lakes KW - Eutrophic lakes KW - Seasonal variation KW - Rotifers KW - Copepods KW - Cladocera KW - Species diversity KW - Predation KW - Standing crop KW - Water temperature KW - SW 0850:Lakes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18980292?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Zooplankton-Trophic+State+Relationships+in+Some+North+and+Central+Florida+Lakes&rft.au=Blancher%2C+ECII&rft.aulast=Blancher&rft.aufirst=ECII&rft.date=1984-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - NASHUA-HUDSON CIRCUMFERENTIAL HIGHWAY PROJECT, CITY OF NASHUA, TOWNS OF HUDSON, LITCHFIELD, AND MERRIMACK, HILLSBOROUGH COUNTY, NEW HAMPSHIRE. AN - 36392697; 89 AB - PURPOSE: Construction is proposed of the 13-mile, four-lane, fully controlled, limited-access Nashua-Hudson circumferential highway in Hillsborough County, New Hampshire. The highway would begin at the F. E. Everett Turnpike in south Nashua, cross the Merrimack River at the existing Sagamore Bridge, skirt the eastern edge of the town of Hudson, pass through a section of the town of Litchfield, recross the Merrimack River, and rejoin the Everett Turnpike in north Nashua. Interchanges would be constructed at New Hampshire routes 111, 102, and 3A; Daniel Webster Highway; and the Everett Turnpike. A second bridge would be constructed adjacent to the existing Sagamore Bridge to provide two through-travel lanes in each direction across the river. Total costs for the southern segment of the highway are estimated at $34.7 million and at $46.0 million for the preferred alignment of the northern segment. POSITIVE IMPACTS: The circumferential highway would provide transportation relief to the growing Nashua-Hudson region by offering an alternate route that would avoid the vicinity of the Taylor's Falls Bridge and the central business district. In the year 2010, the highway would lower the volume of traffic on this bridge from 52,000 vehicles per day to approximately 35,000 to 39,000 vehicles daily. NEGATIVE IMPACTS: The project would hasten the change in character of the region from an essentially rural setting to a more urbanized environment. Wildlife habitat, farmland, private residences and commercial establishments, and historic sites would be displaced. The northern segment would pass through the Pennichuck Water Works watershed, which contains the area's best wildlife habitat. LEGAL MANDATES: Department of Transportation Act of 1966 (49 U.S.C. 1651 et seq.), Executive Order 11990, Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), and National Historic Preservation Act of 1966 (16 U.S.C. 470 et seq.). JF - EPA number: 850000, 687 pages, January 2, 1984 PY - 1984 KW - Roads and Railroads KW - Agency number: FHWA-NH-EIS-84-01-D KW - Air Quality KW - Bridges KW - Central Business Districts KW - Farmlands KW - Highways KW - Historic Sites KW - Noise KW - Relocations-Property Acquisitions KW - Section 4(f) Statements KW - Section 106 Statements KW - Section 404(b) Statements KW - Transportation KW - Wetlands KW - Wildlife Habitat KW - New Hampshire KW - Department of Transportation Act of 1966, Historic Sites KW - Executive Order 11990, Compliance KW - Executive Order 11990, Wetlands KW - Federal Water Pollution Control Act of 1972, Section 404 Permits KW - National Historic Preservation Act of 1966, Historic Sites UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/36392697?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Environmental+Impact+Statements%3A+Digests&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-02&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=NASHUA-HUDSON+CIRCUMFERENTIAL+HIGHWAY+PROJECT%2C+CITY+OF+NASHUA%2C+TOWNS+OF+HUDSON%2C+LITCHFIELD%2C+AND+MERRIMACK%2C+HILLSBOROUGH+COUNTY%2C+NEW+HAMPSHIRE.&rft.title=NASHUA-HUDSON+CIRCUMFERENTIAL+HIGHWAY+PROJECT%2C+CITY+OF+NASHUA%2C+TOWNS+OF+HUDSON%2C+LITCHFIELD%2C+AND+MERRIMACK%2C+HILLSBOROUGH+COUNTY%2C+NEW+HAMPSHIRE.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Name - Department of Transportation, Federal Highway Administration, Concord, New Hampshire; DOT N1 - Date revised - 2006-05-01 N1 - SuppNotes - Draft. Preparation date: January 2, 1984 N1 - Last updated - 2011-12-16 ER - TY - BOOK T1 - The U.S. Army Corps of Engineers and environmental issues in the twentieth century: a bibliography T2 - Environmental hist. ser. EP 870-1-14 AN - 59361873; 1985-0901096 AB - Compiled by the Historical Division, Office of Administrative Services, with the support of the Public Works Historical Society. Environmental aspects of the Corps' civil works and regulatory programs, with emphasis on the period after 1969. JF - Supt Docs, January 1984. vii+110 pp. AU - Stine, Jeffrey K AU - Robinson, Michael C Y1 - 1984/01// PY - 1984 DA - January 1984 EP - vii+110 PB - Supt Docs KW - United States -- Army -- Engineers corps KW - Public works -- Environmental aspects -- Bibliography KW - Rivers -- Regulation KW - United States -- Environmental policy -- Bibliography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59361873?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Stine%2C+Jeffrey+K%3BRobinson%2C+Michael+C&rft.aulast=Stine&rft.aufirst=Jeffrey&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=vii%2B110&rft.isbn=&rft.btitle=The+U.S.+Army+Corps+of+Engineers+and+environmental+issues+in+the+twentieth+century%3A+a+bibliography&rft.title=The+U.S.+Army+Corps+of+Engineers+and+environmental+issues+in+the+twentieth+century%3A+a+bibliography&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Supt Docs pa U.S. $4.50; elsewhere $5.65 N1 - Document feature - bibl(s), il(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Microgravity survey of a power plant switchyard employing microcomputer data processing AN - 52276161; 2001-009520 AB - A sizable cavity was discovered beneath a powerplant switchyard. This caused concern over the possibility of other subsurface cavities which might threaten the stability of switchyard structures. Even though the switchyard presents severe physical and geometrical constraints to geophysical surveys for cavity detection, a microgravity survey was feasible. In conjunction with this survey computer programs were developed to facilitate the work. The programs corrected the field data, sorted and compiled the gravity measurements into an integrated grid of corrected gravity values, and processed the grid values to identify and remove the regional gravity field component and any terrain effects. The microgravity survey consisted of 265 stations with a basic grid spacing of 10 ft. The survey was conducted in "zigzag" loops of 8-10 stations called programs lasting 30-45 minutes each. The field data were corrected for time and spatial variations of the gravity field and terrain effects. The major terrain effect to be modeled and corrected for was the river valley adjacent to the survey area. The data acquired each day was processed at night and stored on magnetic tape for further processing using a microcomputer. After all corrections were made to the gravity measurements, the residual gravity map showed several low gravity values (< -10 mGal) indicating possible subsurface cavities. The use of a microcomputer for correcting field data and final data processing proved this type of work is well suited for this application. JF - SEG Abstracts AU - Yule, Donald E AU - Butler, Dwain K AU - Anonymous Y1 - 1984 PY - 1984 DA - 1984 SP - 142 EP - 146 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1984 IS - 1 SN - 0737-0164, 0737-0164 KW - gravity methods KW - computers KW - detection KW - geologic hazards KW - underground cavities KW - microcomputers KW - geophysical methods KW - data processing KW - power plants KW - applications KW - topographic correction KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52276161?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Microgravity+survey+of+a+power+plant+switchyard+employing+microcomputer+data+processing&rft.au=Yule%2C+Donald+E%3BButler%2C+Dwain+K%3BAnonymous&rft.aulast=Yule&rft.aufirst=Donald&rft.date=1984-01-01&rft.volume=1984&rft.issue=1&rft.spage=142&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 54th annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2001-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - applications; computers; data processing; detection; geologic hazards; geophysical methods; gravity methods; microcomputers; power plants; topographic correction; underground cavities ER - TY - JOUR T1 - Geophysical methods for seepage detection, mapping, and monitoring AN - 52272812; 2001-009526 AB - Seepage occurs through, under and around dams, levees, and other water retention structures. When seepage rates exceed the capacity of drain systems or occur in an unexpected area, the integrity of the dam or levee may be threatened. Geophysical survey programs are being successfully used to detect, map, and monitor seepage paths. The philosophy and methodology for geophysical seepage studies are reviewed. The self-potential method is an extremely cost-effective and versatile tool for seepage studies. A brief case history illustrates the use of complementary surveys along a selected profile line at a dam to (1) locate and delineate a possible path for seepage and then (2) detect an anomaly at that location attributable to seepage and correlatable to reservoir level. JF - SEG Abstracts AU - Butler, Dwain K AU - Anonymous Y1 - 1984 PY - 1984 DA - 1984 SP - 157 EP - 160 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1984 IS - 1 SN - 0737-0164, 0737-0164 KW - monitoring KW - reservoirs KW - geologic hazards KW - geophysical methods KW - electrical methods KW - seepage KW - ground water KW - levees KW - case studies KW - self-potential methods KW - detection KW - dams KW - waterways KW - 30:Engineering geology KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52272812?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Geophysical+methods+for+seepage+detection%2C+mapping%2C+and+monitoring&rft.au=Butler%2C+Dwain+K%3BAnonymous&rft.aulast=Butler&rft.aufirst=Dwain&rft.date=1984-01-01&rft.volume=1984&rft.issue=1&rft.spage=157&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 54th annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2001-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - case studies; dams; detection; electrical methods; geologic hazards; geophysical methods; ground water; levees; monitoring; reservoirs; seepage; self-potential methods; waterways ER - TY - JOUR T1 - Detection and delineation of subsurface seepage using the spontaneous-potential method AN - 52271903; 2001-009527 AB - Researchers at the U. S. Army Engineer Waterways Experiment Station (WES), Vicksburg, Mississippi, are using the spontaneous-potential (SP) geophysical method to detect and locate seepage through earth dams, foundations, and fractured or cavernous rock. As applied by WES, the SP technique provides a rapid and inexpensive surface survey method which has proved diagnostic in assessing groundwater flow. The WES SP survey method relies on the electrokinetic component of the ambient spontaneous potential, i.e., that portion of the surface electrical field generated by the flow of water through soil or pervious rock. WES experience has been that the electrokinetic component is usually of substantially greater magnitude than either the magnetotelluric or electrochemical components of the surface spontaneous potential field. Electrical potentials measured at the ground surface by strategically oriented electrode arrays may be used together with other geologic or geophysical information to trace subterranean groundwater movement. The Earthquake Engineering and Geophysics Division, Geotechnical Laboratory, WES, has successfully employed the SP technique since 1980 on several Corps of Engineers civil works seepage investigation projects under a wide range of site conditions and for various monitoring periods, and at several industrial waste disposal installations for the purpose of tracing pollution plumes. JF - SEG Abstracts AU - Cooper, Stafford S AU - Koester, Joseph P AU - Anonymous Y1 - 1984 PY - 1984 DA - 1984 SP - 160 EP - 162 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1984 IS - 1 SN - 0737-0164, 0737-0164 KW - geologic hazards KW - contaminant plumes KW - geophysical methods KW - electrical methods KW - pollution KW - seepage KW - ground water KW - self-potential methods KW - foundations KW - earth dams KW - detection KW - dams KW - gravity dams KW - waste disposal KW - 30:Engineering geology KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52271903?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Detection+and+delineation+of+subsurface+seepage+using+the+spontaneous-potential+method&rft.au=Cooper%2C+Stafford+S%3BKoester%2C+Joseph+P%3BAnonymous&rft.aulast=Cooper&rft.aufirst=Stafford&rft.date=1984-01-01&rft.volume=1984&rft.issue=1&rft.spage=160&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 54th annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2001-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - contaminant plumes; dams; detection; earth dams; electrical methods; foundations; geologic hazards; geophysical methods; gravity dams; ground water; pollution; seepage; self-potential methods; waste disposal ER - TY - BOOK T1 - The Potomac Estuary Experimental Water Treatment Plant; a review of the U. S. Army Corps of Engineers evaluation of the operation, maintenance and performance of the Experimental Estuary Water Treatment Plant AN - 51434053; 1985-018307 JF - The Potomac Estuary Experimental Water Treatment Plant; a review of the U. S. Army Corps of Engineers evaluation of the operation, maintenance and performance of the Experimental Estuary Water Treatment Plant AU - McCarty, Perry L AU - Rohlich, Gerard A AU - Baxter, Samuel S AU - Boland, John J AU - Christman, Russell F AU - Colwell, Rita R AU - Gloyna, Earnest F AU - Haney, Paul D AU - Harris, Robert H AU - Larson, Thurston E AU - Lyman, Frank L AU - Marks, David H AU - Melnick, Joseph L AU - Miller, Kenneth J AU - Okun, Daniel A AU - Ray, Verne AU - Snoeyink, Vernon L Y1 - 1984 PY - 1984 DA - 1984 SP - 135 PB - Natl. Acad. Press, Washington, DC KW - United States KW - waste water KW - influent KW - hydrogeology KW - drinking water KW - toxicity KW - Potomac Estuary KW - water treatment KW - environmental geology KW - Maryland KW - Potomac Estuary experimental water treatment plant KW - estuarine environment KW - Potomac River KW - hydrology KW - water supply KW - Virginia KW - sewage KW - pollution KW - economic geology KW - engineering geology KW - District of Columbia KW - liquid waste KW - surveys KW - waste disposal KW - water resources KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51434053?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=McCarty%2C+Perry+L%3BRohlich%2C+Gerard+A%3BBaxter%2C+Samuel+S%3BBoland%2C+John+J%3BChristman%2C+Russell+F%3BColwell%2C+Rita+R%3BGloyna%2C+Earnest+F%3BHaney%2C+Paul+D%3BHarris%2C+Robert+H%3BLarson%2C+Thurston+E%3BLyman%2C+Frank+L%3BMarks%2C+David+H%3BMelnick%2C+Joseph+L%3BMiller%2C+Kenneth+J%3BOkun%2C+Daniel+A%3BRay%2C+Verne%3BSnoeyink%2C+Vernon+L&rft.aulast=McCarty&rft.aufirst=Perry&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Potomac+Estuary+Experimental+Water+Treatment+Plant%3B+a+review+of+the+U.+S.+Army+Corps+of+Engineers+evaluation+of+the+operation%2C+maintenance+and+performance+of+the+Experimental+Estuary+Water+Treatment+Plant&rft.title=The+Potomac+Estuary+Experimental+Water+Treatment+Plant%3B+a+review+of+the+U.+S.+Army+Corps+of+Engineers+evaluation+of+the+operation%2C+maintenance+and+performance+of+the+Experimental+Estuary+Water+Treatment+Plant&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Number of references - 11 N1 - PubXState - DC N1 - Document feature - illus. incl. 8 tables N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Stages and discharges of the Mississippi River and tributaries and other watersheds in the New Orleans District for 1980 AN - 51403688; 1985-035781 JF - Stages and discharges of the Mississippi River and tributaries and other watersheds in the New Orleans District for 1980 Y1 - 1984 PY - 1984 DA - 1984 SP - 354 KW - Scale: 1:1,774,080 KW - Type: hydrologic map KW - United States KW - hydrology KW - rivers and streams KW - watersheds KW - surveys KW - hydrogeology KW - Mississippi River KW - Louisiana KW - Gulf Coastal Plain KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51403688?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Stages+and+discharges+of+the+Mississippi+River+and+tributaries+and+other+watersheds+in+the+New+Orleans+District+for+1980&rft.title=Stages+and+discharges+of+the+Mississippi+River+and+tributaries+and+other+watersheds+in+the+New+Orleans+District+for+1980&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Availability - Army-MRC, Vicksburg, MS, United States N1 - Document feature - illus. incl. tables, sketch map N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Shore protection manual AN - 51103244; 1987-031631 JF - Shore protection manual Y1 - 1984 PY - 1984 DA - 1984 KW - United States KW - protection KW - jetties KW - revetments KW - shorelines KW - bulkheads KW - tides KW - engineering geology KW - beaches KW - seawalls KW - marine installations KW - littoral drift KW - planning KW - dynamics KW - ocean waters KW - groins KW - storms KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51103244?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Shore+protection+manual&rft.title=Shore+protection+manual&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1987-01-01 N1 - Availability - U. S. Gov. Print. Off., Washington, DC, United States N1 - Document feature - illus. incl. tables, sects., sketch maps N1 - SuppNotes - First edition 1971, second edition 1975, third edition 1977; in two volumes N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - Survey of conjunctive use and artificial recharge activity in the United States AN - 50633287; 1990-066830 JF - Research Document (Hydrologic Engineering Center (U.S.)) Y1 - 1984/01// PY - 1984 DA - January 1984 SP - 69 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA KW - United States KW - case studies KW - artificial recharge KW - surveys KW - economic geology KW - water resources KW - ground water KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50633287?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Survey+of+conjunctive+use+and+artificial+recharge+activity+in+the+United+States&rft.title=Survey+of+conjunctive+use+and+artificial+recharge+activity+in+the+United+States&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1990-01-01 N1 - Number of references - 95 N1 - PubXState - CA N1 - Document feature - illus. incl. 3 tables, sketch maps N1 - Last updated - 2012-06-07 N1 - CODEN - #03120 N1 - SubjectsTermNotLitGenreText - artificial recharge; case studies; economic geology; ground water; surveys; United States; water resources ER - TY - BOOK T1 - Laboratory Quality control AN - 20297235; 7371686 AB - Quality control and Quality Assurance cover a wide range of topics even if restricted to only the problem of water analysis; it also varies with job responsibility. Quality Control from the viewpoint of the lab manager is not necessarily the same as that of a data user or a requisitioner of lab service. The Corps of Engineers is not in the business of collecting data for tabulation or independent research; the data are used to drive operating decisions; and quality control programs should keep this in mind. Host importantly, quality control costs money. What I hope to do is give you some insight into quality control problems in the laboratory so you can spend your money wisely. In doing so, I will cover such topics as the statistical nature of analytical results, the sources of laboratory errors, and the implication of these in data evaluation. It is worth pointing out that quality control is at least in part a philosophical subject and that while cost benefit ratios are often implicit in many quality control decisions, it is not usually taken directly into account in a laboratory doing routine chemical analysis. I'll end with some examples and a few brief guidelines and opinions. Most of my remarks will be limited to laboratory operations, leaving to you the appropriate extrapolations to field work. JF - Proceedings of a Seminar on Applications in Water Quality Control AU - Enrione, R E Y1 - 1984/01// PY - 1984 DA - January 1984 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - Water Resources Abstracts KW - SP-15 KW - Costs KW - Evaluation KW - Water Analysis KW - Laboratories KW - Quality Assurance KW - Standards KW - Water Quality Control KW - Quality Control KW - Benefits KW - SW 5080:Evaluation, processing and publication UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20297235?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Enrione%2C+R+E&rft.aulast=Enrione&rft.aufirst=R&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Laboratory+Quality+control&rft.title=Laboratory+Quality+control&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - Richard B. Russell Dam and Lake oxygen injection system AN - 20261217; 7371702 AB - The Savannah District, U.S. Army Corps of Engineers, is currently constructing the Richard B. Russell Dam and Lake project on the Savannah River between Georgia and South Carolina. The Richard B. Russell Damsite is on the Savannah River 37 miles above Clarks Hill Dam and 30 miles below Hartwell Dam. Clarks Hill and Hartwell are both Corps of Engineers projects. When completed, the Richard B. Russell Dam and Lake will be a multipurpose project designed to provide hydropower, some flood control, recreation, and has a potential for water supply. The dam will consist of a 195-foot high, 1,900-foot long concrete gravity structure flanked by two earth embankments. The project is designed as a peaking powerplant with an installed capacity of 600 megawatts. The powerhouse will contain four 75-megawatt conventional units and four 75-megawatt pump units. This installation will make the project one of the largest Corps of Engineers' hydropower facilities in the nation. During periods of maximum generation the plant will release about 60,000 CFS. During maximum pumpback operation, 30,000 CFS will be pumped from Clarks Hill Lake back into Russell. The average daily release will be over 3,500 CFS. At maximum power pool the Russell Lake will cover 26,650 acres and impound 1,026,000 acre-feet of water. Work on the dam began in January 1976 with construction of the upstream and downstream cofferdams, and the river diversion channel around the damsite. Based on total contract awards to date, the project is 87 percent complete. The concrete dam and earth embankment are finished. Work on the powerhouse began in September 1981. Power-on-line for the first of the four conventional units is scheduled for August 1984. Power-on-line for the first of the four pump storage units is scheduled for May 1989. The current project cost estimate is 529 million dollars. JF - Proceedings of a Seminar on Applications in Water Quality Control AU - Gallagher, JW Jr Y1 - 1984/01// PY - 1984 DA - January 1984 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 3: Aquatic Pollution & Environmental Quality; Water Resources Abstracts KW - SP-15 KW - Rivers KW - Damsites KW - Flood control KW - Contracts KW - Embankments KW - Hydroelectric Plants KW - USA, Georgia KW - Concrete KW - USA, Georgia, Savannah R. KW - USA, Georgia, Savannah KW - Water supply KW - Water quality control KW - USA, California, Mono Basin, Russell L. KW - Lakes KW - USA, South Carolina KW - Recreation KW - Earth Dams KW - Dams KW - Pumps KW - Water Quality Control KW - SW 3070:Water quality control KW - Q5 08505:Prevention and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20261217?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Gallagher%2C+JW+Jr&rft.aulast=Gallagher&rft.aufirst=JW&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Richard+B.+Russell+Dam+and+Lake+oxygen+injection+system&rft.title=Richard+B.+Russell+Dam+and+Lake+oxygen+injection+system&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - RPRT T1 - Dredged-Matenal Disposal Management Model AN - 19478712; 8192900 AB - To identify efficient dredged-material disposal management strategies for the Delaware River navigation system near Philadelphia, the system operation problem is formulated and solved as a generalized minimum cost network flow programming problem. This formulation represents material sources and available disposal sites as nodes of the network and transportation links and carry-over storages as arcs. The dewatering, consolidation, and densification of dredged material is modeled with an arc gain factor, thereby allowing reduction of the total volume of material within the network but requiring use of a network-with-gains algorithm for solution of the operation problem. Application of the model defines cost-efficient dynamic schemes for allocation of material to available disposal sites. A generalized computer program was developed to define automatically the nodes, arcs, and parameters of the arcs of the network, given a description of the dredged-material disposal system. Structured analysis and structured programming techniques were used, thus providing a clear definition of the computations required, the order in which they must be accomplished, and the flow of data. This software development technique reduces the effort required for subsequent modification of the program to analyze the system capacity-expansion problem. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T Y1 - 1984/01// PY - 1984 DA - Jan 1984 SP - 20 KW - Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality KW - Mathematical models KW - USA, Pennsylvania, Philadelphia KW - Dewatering KW - River discharge KW - Navigation KW - Drainage Patterns KW - Consolidation KW - Automated cartography KW - Computer programs KW - Hydrologic Models KW - Geomorphology KW - Transportation KW - USA, Delaware R. KW - Computer Programs KW - Planning KW - Networks KW - Dredging KW - Navigation systems KW - River basin management KW - SW 6010:Structures KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478712?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T&rft.aulast=Ford&rft.aufirst=D&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=Dredged-Matenal+Disposal+Management+Model&rft.title=Dredged-Matenal+Disposal+Management+Model&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2014-05-07 ER - TY - RPRT T1 - Infiltration and Soil Moisture Redistribution in HEC-1 AN - 19476623; 8192901 AB - The major factors which determine the shape and size of a hydrograph are presented to set the stage for the infiltration process. The HEC-1 methodology for representing that infiltration process is described. Modelers are cautioned not to over emphasis one aspect of the runoff process at the expense of the components before and after it. Finally, the spatial and temporal definition of the runoff process by the models was discussed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Feldman, AD AU - Goldman, D M Y1 - 1984/01// PY - 1984 DA - Jan 1984 SP - 20 KW - Water Resources Abstracts KW - Shape KW - Hydrologic Models KW - Infiltration KW - Moisture Content KW - Hydrographs KW - Stages KW - Soil Water KW - Runoff KW - SW 0845:Water in soils UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476623?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Feldman%2C+AD%3BGoldman%2C+D+M&rft.aulast=Feldman&rft.aufirst=AD&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=Infiltration+and+Soil+Moisture+Redistribution+in+HEC-1&rft.title=Infiltration+and+Soil+Moisture+Redistribution+in+HEC-1&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Capping of Contaminated Sediments AN - 18983647; 8500938 AB - Contaminated sedimentary deposits can be capped with carefully selected clean material so as to reduce contaminant availabilty to such an extent that acute or chronic toxicity as well as bioaccumulation are reduced below required levels. The choice of capping material is prejudiced toward sediments which will remain in place for a long period of time. Capping can isolate contaminants from the benthic biota if the cap is sufficiently thick; a cap of approximately 1 m thickness will prevent burrowing benthos from penetrating the polluted material. Three capping projects have been carried out. Clean sand overlays, 0.3 m thick, were placed atop bottom sediments heavily contaminated with sewage sludge in Hiroshima Bay (Japan) and similarly contaminated surficial sediments in Osaka Bay were dredged to remove the nutrients. Subsequent monitoring of P and N release from sediments in both sites determined that fluxes in Hiroshima Bay were decreased markedly, while they were unchanged in Osaka Bay. For a capping project in Long Island Sound, two mounds of dredged material were capped; one with sand and one with cohesive silty material. Both caps successfully isolated the contaminated sediment from the water column and neither was breached during a severe storm; the silt cap had been severely eroded. Sediment contaminated with PCB or cadmium were ocean-dumped in the New York Bight in 27 m of water. The sediment was capped with a layer of uncontaminated fine-grained dredged material and then with a sand layer. The thickness of the cap was estimated at 1 m. After three years, little or no contaminant movement had occured. (Collier-IVI) JF - Northeastern Environmental Science Vol. 3, No. 1, p 35-39, 1984. U.S. Army Corps of Engineers contracts DACW51-80-R-0002 and DACW 39-82-2544, National Institutes of Environmental Health Sciences grant ES0026. AU - O'Connor, J M AD - New York Univ. Medical Center NY. Inst. of Environmental Medicine Y1 - 1984 PY - 1984 DA - 1984 KW - Water Resources Abstracts KW - Sediments KW - Contamination KW - Capping KW - Japan KW - Hiroshima Bay KW - Osaka Bay KW - Long Island Sound KW - New York Bight KW - Fate of pollutants KW - Water pollution control KW - Benthos KW - Phosphorus KW - Nitrogen KW - Sludge disposal KW - Ocean dumping KW - Spoil banks KW - Environmental protection KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18983647?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Capping+of+Contaminated+Sediments&rft.au=O%27Connor%2C+J+M&rft.aulast=O%27Connor&rft.aufirst=J&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Evaluation of Elutriate Test Parameters for an Organic Hydrophobic Pollutant, Kepone AN - 18976309; 8501319 AB - Elutriate tests were employed to assess the amount of a contaminant which will dissolve in water due to a sediment disturbing process such as dredging or disposal. Water and bottom sediment from the turbidity maximum region of the James River estuary were used. Kepone was the contaminant studied. A factorial analysis of variance indicates that Kepone concentration on sediment is one factor which controls concentrations in the elutriate water. Mixing time and sediment concentration appeared to have little effect. These findings agree with analyses of samples taken during a dredging operation near the site of sediment collection for the elutriate tests. The Kepone elutriate results indicate that a relatively low sediment concentration of 1% is adequate to obtain meaningful elutriate results. This suggests that the standard elutriate test may, at 20%, prescribe an excessive amount of sediment which may impart an unnecessary burden on the analyst. (Baker-IVI) JF - Environmental Pollution, (Series B) Vol. 8, No. 1, p 63-69, 1984. 2 Tab, 10 Ref. Army Corps of Engineers contract DACW65-82-C-0001. AU - Burris AU - Huggett, R J AD - Virginia Inst. of Marine Science Gloucester Point Y1 - 1984 PY - 1984 DA - 1984 KW - Water Resources Abstracts KW - Elutriate test KW - Sediments KW - Kepone KW - James River estuary KW - Organic compounds KW - Pesticides KW - Path of pollutants KW - Sediment contamination KW - SW 3010:Identification of pollutants UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18976309?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Evaluation+of+Elutriate+Test+Parameters+for+an+Organic+Hydrophobic+Pollutant%2C+Kepone&rft.au=Burris%3BHuggett%2C+R+J&rft.aulast=Burris&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Los Coches Creek, San Diego County, California. Final detailed project report and environmental assessment. Technical appendices. AN - 14590422; 1468864 AB - This report presents hydrology in support of detailed Project Report (DPR) studies for Los Coches Creek, San Diego County, California. The report has three major objectives: to present the basic meteorologic and hydrologic characteristics of the study area; to outline the methods and techniques used to model the runoff process and to determine discharge frequency relationships; and to present standard project flood and discharge frequency values under preproject and project conditions. Y1 - 1984 PY - 1984 DA - 1984 KW - USA, California, Los Coches Creek KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - hydrology KW - runoff KW - environmental impact KW - flood control KW - Freshwater KW - construction KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14590422?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Los+Coches+Creek%2C+San+Diego+County%2C+California.+Final+detailed+project+report+and+environmental+assessment.+Technical+appendices.&rft.title=Los+Coches+Creek%2C+San+Diego+County%2C+California.+Final+detailed+project+report+and+environmental+assessment.+Technical+appendices.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A170 124/2/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Chesapeake bay tidal flooding study. Appendix A. Problem identification. Appendix B. Plan formulation, assessment and evaluation. Appendix C. Recreation and natural resources. AN - 14412691; 1318083 AB - The contents, of this report include selection of communities for study; prior studies and reports; existing conditions: Cambridge, Maryland; Crisfield, Maryland; Pocomoke City, Maryland; Rock Hall, Maryland; Snow Hill, Maryland; St. Michaels, Maryland; Tilghman Island, Maryland; Cape Charles, Virginia; Hampton Roads, Virginia; Poquson, Virginia; Tangier Island, Virginia; West Point, Virginia; problems and needs. JF - U.S. ARMY CORPS ENG., BALTIMORE, MD (USA). 1984. Y1 - 1984 PY - 1984 DA - 1984 PB - U.S. ARMY CORPS ENG., BALTIMORE, MD (USA) KW - ANW, Chesapeake Bay KW - U.S. Army Corps Eng. KW - research programs KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - CHB-84-T-APP-A-B-C KW - Marine KW - tidal effects KW - floods KW - Brackish KW - Q2 09170:Nearshore dynamics KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14412691?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Chesapeake+bay+tidal+flooding+study.+Appendix+A.+Problem+identification.+Appendix+B.+Plan+formulation%2C+assessment+and+evaluation.+Appendix+C.+Recreation+and+natural+resources.&rft.title=Chesapeake+bay+tidal+flooding+study.+Appendix+A.+Problem+identification.+Appendix+B.+Plan+formulation%2C+assessment+and+evaluation.+Appendix+C.+Recreation+and+natural+resources.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A161 477/5/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Chesapeake Bay tidal flooding study. AN - 14411583; 1318063 AB - Periodic tidal flooding is a problem that effects all of the Bay's shoreline. Nearly 60 communities around the Bay were identified as having existing or potential flooding problems. Because of their topography and land use patterns, 12 communities were found to be susceptible to significant monetary losses from tidal flooding. Both structural and non-structural measures were considered to reduce or prevent the adverse effects of tidal flooding. Structural measures were generally found to be very expensive, have adverse environmental effects, and were less acceptable to local residents. Non-structural solutions were usually less expensive and less environmentally damaging. Combinations of the two were found to be the best alternatives for providing tidal flood protection in the Bay area. JF - U.S. ARMY CORPS ENG., BALTIMORE, MD (USA). 1984. Y1 - 1984 PY - 1984 DA - 1984 PB - U.S. ARMY CORPS ENG., BALTIMORE, MD (USA) KW - ANW, Chesapeake Bay KW - U.S. Army Corps Eng. KW - surveys KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - CHB-84-T KW - Marine KW - tidal effects KW - floods KW - Brackish KW - research programs KW - environmental effects KW - Q2 09170:Nearshore dynamics KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14411583?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Chesapeake+Bay+tidal+flooding+study.&rft.title=Chesapeake+Bay+tidal+flooding+study.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A161 476/7/GAR. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Proceedings of a Seminar on Applications in Water Quality Control Held at Portland, Oregon on 31 January-1 February 1984. AN - 14291880; 1124044 AU - Willey, R G Y1 - 1984 PY - 1984 DA - 1984 KW - government policy KW - reservoirs (water) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - marine environment KW - Brackish KW - conferences KW - water quality control KW - Freshwater KW - pollution control KW - Q2:09444 KW - Q1 08106:Conferences and other meetings KW - Q2 09106:Conferences and other meetings KW - Q5 08505:Prevention and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14291880?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Proceedings+of+a+Seminar+on+Applications+in+Water+Quality+Control+Held+at+Portland%2C+Oregon+on+31+January-1+February+1984.&rft.au=Willey%2C+R+G&rft.aulast=Willey&rft.aufirst=R&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A155 514/3/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Sowashee Creek, Meridian, Mississippi. General design memorandum and environmental impact statement. Phase 1. Revised. AN - 14078422; 890282 AB - This study of the causes and solutions to flooding problems on Sowashee Creek in Meridian, Mississippi, recommends a flood control project which includes channel enlargement, bridge modifications, and grade stabilization measures. The reach of the stream through the city of Meridian has low value wildlife habitat limited to narrow, intermittently wooded borders along the stream banks. Wildlife within this area consists of species normally found in urban areas. This study was closely coordinated with the Soil Conservation Service. Y1 - 1984 PY - 1984 DA - 1984 KW - USA, Mississippi, Meridian KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - COESAM/PDW-84-001 KW - environmental impact KW - flood control KW - Freshwater KW - rivers KW - construction KW - Q2 09263:Topography and morphology KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14078422?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sowashee+Creek%2C+Meridian%2C+Mississippi.+General+design+memorandum+and+environmental+impact+statement.+Phase+1.+Revised.&rft.title=Sowashee+Creek%2C+Meridian%2C+Mississippi.+General+design+memorandum+and+environmental+impact+statement.+Phase+1.+Revised.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A146 833/9/GAR; Revision to report dated Feb 1984. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - General reevaluation and environmental impact statement for flood control and related purposes, Sheyenne River, North Dakota. AN - 14077727; 890308 AB - This report addresses the water resource and related problems and needs of the lower Sheyenne River basin with particular emphasis on reducing flood damages. The main report summarizes the water resource and related problems and needs of the basin, the alternatives evaluated, the process used to develop and select a plan, conclusion and recommendations, and the environmental impact statement. Y1 - 1984 PY - 1984 DA - 1984 KW - USA, North Dakota, Sheyenne R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - environmental impact KW - flood control KW - Freshwater KW - construction KW - water resources KW - Q2 09263:Topography and morphology KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14077727?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=General+reevaluation+and+environmental+impact+statement+for+flood+control+and+related+purposes%2C+Sheyenne+River%2C+North+Dakota.&rft.title=General+reevaluation+and+environmental+impact+statement+for+flood+control+and+related+purposes%2C+Sheyenne+River%2C+North+Dakota.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A146 715/8/GAR. Revision of report dated Aug 1982. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Minnesota River at Chaska, Minnesota Flood Control Project. General design memorandum and draft supplement II to the final environmental impact statement. Revision. AN - 14077477; 890300 AB - The project is located on the Minnesota River in Carver County and Chaska, Minnesota, and includes both Chaska and East Creeks, which are tributaries of the Minnesota River. The plan for flood protection for the city of Chaska provides for structural measures: upgrading and extending the existing levee system around Courthouse Lake; construction of a pumping station; diverting Chaska and East Creeks; construction of a drop structure and inlet and outlet structures associated with the two diversions. The most significant environmental impact is the replacement of the natural streambed of Chaska Creek with reinforced concrete channel. The plan would include several mitigation features habitat improvement measures in the refuge, planting plan on project lands, landscaping, and beautification measures. Y1 - 1984 PY - 1984 DA - 1984 KW - USA, Minnesota, Chaska KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - levees KW - environmental impact KW - flood control KW - Freshwater KW - construction KW - Q2 09263:Topography and morphology KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14077477?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Minnesota+River+at+Chaska%2C+Minnesota+Flood+Control+Project.+General+design+memorandum+and+draft+supplement+II+to+the+final+environmental+impact+statement.+Revision.&rft.title=Minnesota+River+at+Chaska%2C+Minnesota+Flood+Control+Project.+General+design+memorandum+and+draft+supplement+II+to+the+final+environmental+impact+statement.+Revision.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A146 795/0/GAR. Revision of report dated Feb 1984. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Water supply in the Socialist Republic of Romania AN - 13853947; 198403438 AB - Romania's change from an agricultural country to a fully developed industrial state has resulted in a ten-fold increase in water demand from 1960-1980. The water supply sources have been classified under 3 main categories, surface water sources from rivers, surface water sources from lakes, and underground water sources. Treatment schemes have been developed for the surface waters. The starting point was coagulation, sedimentation, filtration and chlorination. For groundwaters, iron and manganese removal processes have been optimized and adjoining treatment plants have been dimensioned using a computer program. JF - Aqua AU - Rusu, G AU - Rojanschi, V AD - Research and Design Institute for Water Resources Engineering, Bucharest Y1 - 1984 PY - 1984 DA - 1984 SP - 199 EP - 203 IS - 4 KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13853947?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Aqua&rft.atitle=Water+supply+in+the+Socialist+Republic+of+Romania&rft.au=Rusu%2C+G%3BRojanschi%2C+V&rft.aulast=Rusu&rft.aufirst=G&rft.date=1984-01-01&rft.volume=&rft.issue=4&rft.spage=199&rft.isbn=&rft.btitle=&rft.title=Aqua&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Monitoring total suspended solids by using nephelometry AN - 13852503; S198517982 AB - To comply with Maryland's total suspended solids (TSS) standard of 400 mg per litre for U.S. Army Corps of Engineers dredging projects, a procedure was developed using correlation curves which related nephelometric turbidity units to TSS. The correlation curves were developed from sediments from the dredge area and were verified by gravimetric analysis. The procedure gave immediate site specific information eliminating the need to interrupt dredging operations as with gravimetric analysis which required 24 to 48 hours for results. JF - Environmental Management AU - Earhart, H G AD - U.S. Army Corps of Engineers, Baltimore, Md. Y1 - 1984 PY - 1984 DA - 1984 SP - 81 EP - 86 VL - 8 IS - 1 SN - 0364-152X, 0364-152X KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13852503?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Management&rft.atitle=Monitoring+total+suspended+solids+by+using+nephelometry&rft.au=Earhart%2C+H+G&rft.aulast=Earhart&rft.aufirst=H&rft.date=1984-01-01&rft.volume=8&rft.issue=1&rft.spage=81&rft.isbn=&rft.btitle=&rft.title=Environmental+Management&rft.issn=0364152X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Singlet oxygen in surface waters - Part II. Quantum yields of its production by some natural humic materials as a function of wavelength AN - 13851924; 198402556 AB - Quantum yields for the production of singlet oxygen were determined in surface waters sensitized by humic acid or natural dissolved organic materials (DOM) by irradiation. The quantum yields decreased with increasing wavelengths indicating that calculations assuming a constant quantum yield measured at a single short wavelength can overestimate the steady state singlet oxygen concentrations in sunlit surface waters by more than a factor of 2. Isolated humic acids were shown to peak in singlet oxygen production at longer wavelengths than natural DOM . A value for singlet oxygen concentrations in the upper few centimetres of natural surface waters under noon, spring or autumn Swiss sunlight is proposed. JF - Chemosphere AU - Haag, W R AU - Hoigne, J AU - Gassman, E AU - Braun, A M AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1984 PY - 1984 DA - 1984 SP - 641 EP - 650 VL - 13 IS - 5/6 SN - 0045-6535, 0045-6535 KW - Eawag KW - Quantum KW - Singlet KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13851924?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Chemosphere&rft.atitle=Singlet+oxygen+in+surface+waters+-+Part+II.+Quantum+yields+of+its+production+by+some+natural+humic+materials+as+a+function+of+wavelength&rft.au=Haag%2C+W+R%3BHoigne%2C+J%3BGassman%2C+E%3BBraun%2C+A+M&rft.aulast=Haag&rft.aufirst=W&rft.date=1984-01-01&rft.volume=13&rft.issue=5%2F6&rft.spage=641&rft.isbn=&rft.btitle=&rft.title=Chemosphere&rft.issn=00456535&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Experimental. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Singlet oxygen in surface waters - Part I. Furfuryl alcohol as a trapping agent AN - 13851667; 198402555 AB - The suitability of furfuryl alcohol (FFA) as a singlet oxygen trapping agent in natural surface waters sensitized by humic acid under visible light was examined. The theoretical mechanisms for the production of singlet oxygen are explained. HPLC analyses were made of the reaction products of sensitized photooxygenation of FFA . Kinetic data on the reaction between FFA and singlet oxygen is presented. The suitability of FFA is discussed with respect to other singlet oxygen trapping agents (2,5-dimethylfuran and tryptophan). JF - Chemosphere AU - Haag, W R AU - Hoigne, J AU - Gassman, E AU - Braun, A M AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1984 PY - 1984 DA - 1984 SP - 631 EP - 640 VL - 13 IS - 5/6 SN - 0045-6535, 0045-6535 KW - Dimethylfuran KW - Eawag KW - Furfuryl alcohol KW - Singlet KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13851667?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Chemosphere&rft.atitle=Singlet+oxygen+in+surface+waters+-+Part+I.+Furfuryl+alcohol+as+a+trapping+agent&rft.au=Haag%2C+W+R%3BHoigne%2C+J%3BGassman%2C+E%3BBraun%2C+A+M&rft.aulast=Haag&rft.aufirst=W&rft.date=1984-01-01&rft.volume=13&rft.issue=5%2F6&rft.spage=631&rft.isbn=&rft.btitle=&rft.title=Chemosphere&rft.issn=00456535&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Evapotranspiration of a Florida, U.S.A. , freshwater wetland AN - 13847663; 198500816 AB - A maximal evapotranspirative water loss of 1 cm per day was measured in a Florida marsh soil in September 1977. The measurement was based on the diurnal rise and fall of the water table. Monthly estimates, calculated the same way, ranged from 0.05 to 0.56 cm per day from February to May 1978. The annual total was 131.67 cm, equalling rainfall. Only the annual figure agreed with estimates based on the Thornthwaite or Linacre methods. Pan evaporation techniques gave higher figures for winter months, and lower for summer. JF - Journal of Hydrology (Amsterdam) AU - Dolan, T J AU - Hermann, A J AU - Bayley, SE AU - Zoltek, J AD - U.S. Army Corps of Engineers, Los Angeles, Calif. Y1 - 1984 PY - 1984 DA - 1984 SP - 355 EP - 371 VL - 74 IS - 3/4 SN - 0022-1694, 0022-1694 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13847663?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Hydrology+%28Amsterdam%29&rft.atitle=Evapotranspiration+of+a+Florida%2C+U.S.A.+%2C+freshwater+wetland&rft.au=Dolan%2C+T+J%3BHermann%2C+A+J%3BBayley%2C+SE%3BZoltek%2C+J&rft.aulast=Dolan&rft.aufirst=T&rft.date=1984-01-01&rft.volume=74&rft.issue=3%2F4&rft.spage=355&rft.isbn=&rft.btitle=&rft.title=Journal+of+Hydrology+%28Amsterdam%29&rft.issn=00221694&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Case Study. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - BRASS model: practical aspects AN - 13845201; 198401588 AB - BRASS (Basin Runoff and Streamflow Simulation) model was developed for flood management decision support in connection with the Savannah river system projects. The development philosophy is described, showing how it incorporates and enhances earlier modelling strategies. The authors go on to show how BRASS has many applications in project operations, flood forecasting (including in tidally influenced areas) and in design of flood or water control structures. JF - Journal of Water Resources Planning and Management AU - McMahon, G F AU - Fitzgerald, R AU - McCarthy, B AD - U.S. Army Corps of Engineers, Savannah, Ga. Y1 - 1984 PY - 1984 DA - 1984 SP - 75 EP - 89 VL - 110 IS - 1 SN - 0733-9496, 0733-9496 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13845201?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management&rft.atitle=BRASS+model%3A+practical+aspects&rft.au=McMahon%2C+G+F%3BFitzgerald%2C+R%3BMcCarthy%2C+B&rft.aulast=McMahon&rft.aufirst=G&rft.date=1984-01-01&rft.volume=110&rft.issue=1&rft.spage=75&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management&rft.issn=07339496&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Theoretical. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Measuring differential pressure accurately in water distribution systems AN - 13843040; 198501116 AB - An accurate and inexpensive method of measuring velocity in a water main was based on the difference between total and static pressures as detected by a pitot tube. An auxiliary device was needed to sense the differential pressure. The desired accuracy (in the range 0.6-8.2 fps) was obtained by both manometers and pressure transducers. The relative merits of each are discussed in terms of durability, overpressure, safety, power requirement, type of output, cost, size , weight and simplicity. Transducers were the best choice for permanent installations where power was available. Manometers were preferred for field installations, particularly air-filled manometers, which are simple to operate and inexpensive. JF - Water/Engineering & Management AU - Walski, J AD - U.S. Army Corps of Engineers Waterways Experimental Station, Vicksburg, Miss. Y1 - 1984 PY - 1984 DA - 1984 SP - 28 EP - 30 VL - 131 IS - 11 KW - Equipment KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13843040?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water%2FEngineering+%26+Management&rft.atitle=Measuring+differential+pressure+accurately+in+water+distribution+systems&rft.au=Walski%2C+J&rft.aulast=Walski&rft.aufirst=J&rft.date=1984-01-01&rft.volume=131&rft.issue=11&rft.spage=28&rft.isbn=&rft.btitle=&rft.title=Water%2FEngineering+%26+Management&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - U.S. Army Coastal Engineering Research Center's ecology program AN - 13839464; S198514373 AB - The work of the Coastal Ecology Branch of the U.S. Army Corps of Engineers Coastal Engineering Research Center, is described, including investigations into the use of coastal vegetation for engineering purposes, and studies of the effects of coastal engineering on the natural environment. Some of the projects discussed include developing planting techniques for beach grasses which are used for either stabilizing or building sand dunes; planting of marsh grasses to protect shores from erosion; stabilizing of sediment with submerged plants such as seagrasses; studying the effects of using beach nourishment to repair eroding beaches, and investigating the biological effects of using rubble structures to protect the shore and navigation, or as artificial reefs. JF - Water Science & Technology AU - Pullen, E J AU - Knutson, R L AU - Hurme, A K AD - U.S. Army Corps of Engineers, Fort Belvoir, Va. Y1 - 1984 PY - 1984 DA - 1984 SP - 525 EP - 532 VL - 16 IS - 3/4 SN - 0273-1223, 0273-1223 KW - Aquatic macrophytes (see also individual groups b) KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13839464?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Science+%26+Technology&rft.atitle=U.S.+Army+Coastal+Engineering+Research+Center%27s+ecology+program&rft.au=Pullen%2C+E+J%3BKnutson%2C+R+L%3BHurme%2C+A+K&rft.aulast=Pullen&rft.aufirst=E&rft.date=1984-01-01&rft.volume=16&rft.issue=3%2F4&rft.spage=525&rft.isbn=&rft.btitle=&rft.title=Water+Science+%26+Technology&rft.issn=02731223&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Analysis of water distribution systems AN - 13835378; 198504346 AB - The basic principles of the hydraulic behaviour of water distribution systems are discussed, together with methods for solving pipe network flow problems and the mathematical modelling of water distribution systems, as a basis for determining pressure losses and sizing water mains. Following the theoretical description, the practical aspects of the installation and rehabilitation of mains pipelines are reviewed, methods of dealing with fractures and the control of leakage outlined and techniques for testing the performance of systems in the field presented in some detail, based on day-to-day experience in U.S. water distribution networks. JF - Van Nostrand Reinhold. New York, (SW/1980). AU - Walksi, T M Y1 - 1984 PY - 1984 DA - 1984 SP - 1 EP - 275 KW - Euronet-diane KW - Modelling (-general-) KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13835378?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Walksi%2C+T+M&rft.aulast=Walksi&rft.aufirst=T&rft.date=1984-01-01&rft.volume=&rft.issue=&rft.spage=275&rft.isbn=&rft.btitle=Analysis+of+water+distribution+systems&rft.title=Analysis+of+water+distribution+systems&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: General. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Kinetics and products of the reactions of ozone with various forms of chlorine and bromine in water AN - 13822859; S198619072 AB - Kinetic data and product characterizations for ozone/halogen reactions including those for free chlorine, combined chlorine, bromide and free bromine are presented. Results are interpreted with respect to their importance in water treatment. Reactions with free chlorine, free bromine and bromide were relatively slow but could cause significant ozone demand at high concentrations and high pH. Reactions with chloramine however were considered too slow to cause major interference in water treatment. Aspects of seawater treatment to control biofouling are also reviewed. JF - Ozone: Science and Technology AU - Haag, W R AU - Hoigne, J AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1984 PY - 1984 DA - 1984 SP - 103 EP - 114 VL - 6 IS - 2 KW - Sea water (see also marine -----) KW - Aqualine Abstracts KW - AQ 00004:Water Treatment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13822859?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Ozone%3A+Science+and+Technology&rft.atitle=Kinetics+and+products+of+the+reactions+of+ozone+with+various+forms+of+chlorine+and+bromine+in+water&rft.au=Haag%2C+W+R%3BHoigne%2C+J&rft.aulast=Haag&rft.aufirst=W&rft.date=1984-01-01&rft.volume=6&rft.issue=2&rft.spage=103&rft.isbn=&rft.btitle=&rft.title=Ozone%3A+Science+and+Technology&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Detailed project report on Sope Creek, Marietta, Georgia; draft AN - 51331707; 1985-072648 JF - Detailed project report on Sope Creek, Marietta, Georgia; draft Y1 - 1983/12// PY - 1983 DA - December 1983 KW - Scale: 1:4,000 KW - Type: land use maps KW - United States KW - geologic hazards KW - Sope Creek KW - floods KW - environmental geology KW - Georgia KW - Cobb County Georgia KW - Marietta KW - land use KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51331707?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Detailed+project+report+on+Sope+Creek%2C+Marietta%2C+Georgia%3B+draft&rft.title=Detailed+project+report+on+Sope+Creek%2C+Marietta%2C+Georgia%3B+draft&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Availability - U. S. Army Corps Eng., United States N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Hydrologic Engineering Center Planning Models AN - 19461739; 7891293 AB - The U.S. Army Corps of Engineers has broad, nationwide water resources planning and management responsibilities. In response to the needs of Corps planners, the Hydrologic Engineering Center (HEC) has developed and supports a family of computer programs designed to aide them in their work These programs include catchment, channel, alluvial, and statistical process models, system operation models, plan evaluation models, and data management programs. These models individually and collectively have been used throughout the Corps in a wide range of water resources planning studies. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T AU - Davis, D W Y1 - 1983/12// PY - 1983 DA - December 1983 SP - 18 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Catchment area KW - Catchment Areas KW - Water resources KW - Freshwater KW - Channels KW - Evaluation KW - Computer programs KW - USA KW - Engineering KW - Hydrologic Models KW - Computer Programs KW - Water management KW - Planning KW - Hydrologic Data KW - River basin management KW - National planning KW - Water Resources KW - Modelling KW - Q2 09161:General KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461739?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T%3BDavis%2C+D+W&rft.aulast=Ford&rft.aufirst=D&rft.date=1983-12-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=Hydrologic+Engineering+Center+Planning+Models&rft.title=Hydrologic+Engineering+Center+Planning+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Flood Routing Through a Flat, Complex Floodplain Using a One-Dimensional Unsteady Flow Computer Program AN - 19460037; 7891289 AB - The routing of flood waves through the Central Basin of the Passaic River in New Jersey is complex because of flat gradients and flow reversals. The one-dimensional unsteady flow program DWOPER developed by the National Weather Service was used to simulate flood wave movement through the basin. A historical event was used for calibration and two synthetic events were simulated. Boundary conditions consisted of discharge hydrographs at inflow points to the study area, local flow hydrographs at interior points, and a stage discharge relation for flow over the crest of a diversion dam at the basin outlet. Manning's n values were adjusted based on stage and discharge data for the historical event; however, verification data were not available for events comparable in magnitude to the synthetic events. Aspects of the investigation reported include techniques for characterizing the flow system, model calibration, techniques for representing a tunnel diversion, and simulation results. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Peters, J C Y1 - 1983/12// PY - 1983 DA - December 1983 SP - 16 KW - Water Resources Abstracts KW - Hydrologic Models KW - USA, New Jersey KW - Calibrations KW - Flood Waves KW - Flood Basins KW - Flow Discharge KW - USA, New Jersery, Passaic R. KW - Unsteady Flow KW - Stages KW - Hydrologic Data KW - Diversion KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460037?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Peters%2C+J+C&rft.aulast=Peters&rft.aufirst=J&rft.date=1983-12-01&rft.volume=&rft.issue=&rft.spage=16&rft.isbn=&rft.btitle=Flood+Routing+Through+a+Flat%2C+Complex+Floodplain+Using+a+One-Dimensional+Unsteady+Flow+Computer+Program&rft.title=Flood+Routing+Through+a+Flat%2C+Complex+Floodplain+Using+a+One-Dimensional+Unsteady+Flow+Computer+Program&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - HEC Software Development and Support AN - 19459276; 7891294 AB - The Hydrologic Engineering Center (HEC) of the United States Army Corps of Engineers (Corps) serves the Corps on the area of hydrologic engineering and analytical planning techniques. The purpose is to assist Corps professionals in applying state-of-the-art technology to planning, design and operation problems in the water resources field. This is accomplished by developing new procedures and techniques (primarily computer programs), teaching use of the programs informal training courses, developing and maintaining a library of state-of-the-art computer programs, and assisting Corps offices in applying the programs to current studies. This paper presents the HEC's goals and procedures necessary to develop and support the library of HEC computer programs. It also briefly overviews the 87 programs that are presently in the library. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S Y1 - 1983/11// PY - 1983 DA - November 1983 SP - 20 KW - Water Resources Abstracts KW - USA KW - Engineering KW - Computer Programs KW - Libraries KW - Training KW - Planning KW - Water Resources KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459276?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S&rft.aulast=Eichert&rft.aufirst=B&rft.date=1983-11-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=HEC+Software+Development+and+Support&rft.title=HEC+Software+Development+and+Support&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Application of Spatial Data Management Techniques to HEC-1 Rainfall-Runoff Studies AN - 19462271; 7891122 AB - This document described a procedure for application of spatial data management techniques to HEC-1 rainfall-runoff studies. The procedure is intended to assist hydrologic engineers interested in making use of a grid cell data bank in their studies. The necessary steps to complete a hydrologic engineering rainfall-runoff study of a given watershed for either hypothetical or historical storm events are presented. The user will be required to understand the input instruction for portions of the BANK and RIA programs and the hydrologic analysis programs HYDPAR and HEC-1. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1983/10// PY - 1983 DA - October 1983 SP - 74 KW - Meteorological & Geoastrophysical Abstracts; Water Resources Abstracts KW - Engineering KW - Hydrologic analysis KW - Rainfall-runoff Relationships KW - Training KW - Rainfall runoff KW - Banks KW - Hydrologic engineering KW - Watersheds KW - Hydrologic Data KW - Storms KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19462271?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1983-10-01&rft.volume=&rft.issue=&rft.spage=74&rft.isbn=&rft.btitle=Application+of+Spatial+Data+Management+Techniques+to+HEC-1+Rainfall-Runoff+Studies&rft.title=Application+of+Spatial+Data+Management+Techniques+to+HEC-1+Rainfall-Runoff+Studies&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Final report; metropolitan Washington D.C. area water supply study, Maryland, Virginia, and the District of Columbia, main report AN - 50806874; 1989-046111 JF - Final report; metropolitan Washington D.C. area water supply study, Maryland, Virginia, and the District of Columbia, main report Y1 - 1983/09// PY - 1983 DA - September 1983 SP - 74 KW - United States KW - water quality KW - District of Columbia KW - water supply KW - Virginia KW - water treatment KW - drainage basins KW - Maryland KW - economic geology KW - water resources KW - Atlantic Coastal Plain KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50806874?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Final+report%3B+metropolitan+Washington+D.C.+area+water+supply+study%2C+Maryland%2C+Virginia%2C+and+the+District+of+Columbia%2C+main+report&rft.title=Final+report%3B+metropolitan+Washington+D.C.+area+water+supply+study%2C+Maryland%2C+Virginia%2C+and+the+District+of+Columbia%2C+main+report&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1989-01-01 N1 - Availability - U. S. Army Corps Eng., Baltimore, MD, United States N1 - Document feature - illus. incl. 15 tables N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Calibration, Verification, and Application of a Two-Dimensional Flow Model AN - 19462432; 7891295 AB - Information was required concerning velocity distributions in the outlet channel immediately downstream from the Harry S. Truman Dam generating facility. This information was to be used to ascertain hydraulic forces and flow directions for structural design of a fish net or other type of fish barrier to be placed across the outlet channel. The velocity distribution in the outlet channel is complex, governed by operation of various combinations of one to six pump-turbine units in either generation or pumpback mode. The flow pattern can be further complicated by spillway release with or without simultaneous operation of the powerhouse. To provide timely design information for the planned fish facilities, a mathematical model was used to predict the flow fields. This paper describes the model application and compares model results with prototype data. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M Y1 - 1983/09// PY - 1983 DA - September 1983 SP - 14 KW - Water Resources Abstracts KW - Dam Design KW - Hydrologic Models KW - Calibrations KW - Fish KW - Downstream KW - Velocity Distribution KW - Outlet Channels KW - Fish Barriers KW - Flow Pattern KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19462432?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M&rft.aulast=Gee&rft.aufirst=D&rft.date=1983-09-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=Calibration%2C+Verification%2C+and+Application+of+a+Two-Dimensional+Flow+Model&rft.title=Calibration%2C+Verification%2C+and+Application+of+a+Two-Dimensional+Flow+Model&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - A Software System to Aid in Making Real-Time Water Control Decisions AN - 19461740; 7891290 AB - The Corps of Engineers has responsibility for operating numerous water resource systems through the United States. A primary purpose of many of these systems is flood control; however, most systems are multipurpose with additional project purposes such as hydropower generation, water supply, navigation, water quality enhancement and recreation. Effective operation of a water resource system typically requires (1) timely acquisition of reliable data that reflects the current state of the watershed and water resource system, (2) data analysis and runoff simulation to produce forecasts of runoff, perhaps with and without estimates of the effects of future precipitation, and (3) system analysis to produce optimal operations decisions. A major advanced in automated data collection has occurred in recent years with the use of geostationary satellite for data transmission. A Data Collection Platform (DCP) at a gage (e.g., precipitation or stage gage) contains a microprocessor for storing the data and transmitting it via geostationary satellite to a receiver (downlink) where the data is placed in a computer file. Use of this means of acquiring data is increasing rapidly in the Corps of Engineers and is a primary source of real-time data for a number of water resource systems. During the last several years the Hydrologic Engineering Center (HEC) has been involved in developing and adapting software for real-time data analysis, short-term runoff forecasting and reservoir system simulation. These software components are part of a comprehensive software system that also includes a specially-designed data storage system, an interactive control interface, and a graphical display capability that facilitates interpretation and analysis of observed data and simulation results. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Pabst, A F AU - Peters, J C Y1 - 1983/09// PY - 1983 DA - September 1983 SP - 24 KW - Pollution Abstracts; Water Resources Abstracts KW - Remote Sensing KW - microprocessors KW - Flood control KW - water quality KW - Remote sensing KW - Water resources KW - hydroelectric power KW - Watersheds KW - data transmission KW - Systems analysis KW - Water supplies KW - adaptability KW - Computer programs KW - Hydrologic Data KW - Reservoirs KW - Data Collections KW - responsibility KW - Satellite Technology KW - Data collection KW - Simulation Analysis KW - Simulation KW - Precipitation KW - Satellites KW - Gages KW - USA KW - navigation KW - data storage KW - Runoff KW - Water Resources KW - P 2000:FRESHWATER POLLUTION KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461740?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Pollution+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Pabst%2C+A+F%3BPeters%2C+J+C&rft.aulast=Pabst&rft.aufirst=A&rft.date=1983-09-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=A+Software+System+to+Aid+in+Making+Real-Time+Water+Control+Decisions&rft.title=A+Software+System+to+Aid+in+Making+Real-Time+Water+Control+Decisions&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Behavior of organic compounds during infiltration of river water to groundwater; field studies AN - 928891015; 2012-028916 AB - The behavior of organic micropollutants during infiltration of river water to groundwater has been studied at two field sites in Switzerland. In agreement with predictions from model calculations, persistent organic chemicals exhibiting octanol/water partition coefficients smaller than about 5000 moved rapidly with the infiltrating river water to the groundwater. The biological processes responsible for the "elimination" of various micropollutants (e.g., alkylated and chlorinated benzenes) occurred predominantly within the first few meters of infiltration. Alkylated benzenes were "eliminated" at faster rates than 1,4-dichlorobenzene. Anaerobic conditions in the aquifer near the river hindered the biological transformation of 1,4-dichlorobenzene. Among the compounds that were found to be persistent under any conditions were chloroform, 1,1,1-trichloroethane, trichloroethylene, and tetrachloroethylene. With respect to such chemicals, bank filtration is ineffective as a first step in the treatment of river water for water supplies. JF - Environmental Science & Technology, ES & T AU - Schwarzenbach, Rene P AU - Giger, Walter AU - Hoehn, Eduard AU - Schneider, Juerg K Y1 - 1983/08// PY - 1983 DA - August 1983 SP - 472 EP - 479 PB - American Chemical Society, Washington, DC VL - 17 IS - 8 SN - 0013-936X, 0013-936X KW - chlorinated hydrocarbons KW - Glatt Valley KW - behavior KW - rivers and streams KW - Europe KW - Switzerland KW - ground water KW - dichlorobenzene KW - Central Europe KW - carbon KW - Aar Valley KW - water treatment KW - halogenated hydrocarbons KW - organic carbon KW - water pollution KW - geochemistry KW - hydrology KW - numerical models KW - surface water KW - solutes KW - pollution KW - hydrochemistry KW - aquifers KW - organic compounds KW - infiltration KW - trichloroethylene KW - water wells KW - field studies KW - 02B:Hydrochemistry KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/928891015?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Science+%26+Technology%2C+ES+%26+T&rft.atitle=Behavior+of+organic+compounds+during+infiltration+of+river+water+to+groundwater%3B+field+studies&rft.au=Schwarzenbach%2C+Rene+P%3BGiger%2C+Walter%3BHoehn%2C+Eduard%3BSchneider%2C+Juerg+K&rft.aulast=Schwarzenbach&rft.aufirst=Rene&rft.date=1983-08-01&rft.volume=17&rft.issue=8&rft.spage=472&rft.isbn=&rft.btitle=&rft.title=Environmental+Science+%26+Technology%2C+ES+%26+T&rft.issn=0013936X&rft_id=info:doi/ L2 - http://pubs.acs.org/journals/esthag/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2014, American Geosciences Institute. N1 - Date revised - 2012-01-01 N1 - Number of references - 42 N1 - PubXState - DC N1 - Document feature - illus. incl. 3 tables, sketch map N1 - Last updated - 2014-03-14 N1 - CODEN - ESTHAG N1 - SubjectsTermNotLitGenreText - Aar Valley; aquifers; behavior; carbon; Central Europe; chlorinated hydrocarbons; dichlorobenzene; Europe; field studies; geochemistry; Glatt Valley; ground water; halogenated hydrocarbons; hydrochemistry; hydrology; infiltration; numerical models; organic carbon; organic compounds; pollution; rivers and streams; solutes; surface water; Switzerland; trichloroethylene; water pollution; water treatment; water wells ER - TY - RPRT T1 - Example Emergency Plan for Blue Marsh Dam and Lake AN - 19453663; 7399443 AB - This report provides an example emergency plan for operations of a dam and lake in the event of dam failure or other major flood emergencies. It addresses methods for determining inundate areas, identifying various types of emergencies, preparing operations and repair plans, and developing a warning and notification plan. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Owen, HJ Y1 - 1983/08// PY - 1983 DA - August 1983 SP - 102 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Lakes KW - Dams KW - Floods KW - Maintenance and repair KW - Planning KW - Failures KW - Dam Failure KW - Emergencies KW - Marshes KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453663?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Owen%2C+HJ&rft.aulast=Owen&rft.aufirst=HJ&rft.date=1983-08-01&rft.volume=&rft.issue=&rft.spage=102&rft.isbn=&rft.btitle=Example+Emergency+Plan+for+Blue+Marsh+Dam+and+Lake&rft.title=Example+Emergency+Plan+for+Blue+Marsh+Dam+and+Lake&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Example Plan for Evacuation of Reading, Pennsylvania in the Event of Emergencies at Blue Marsh Dam and Lake AN - 19449559; 7399444 AB - This report provides an example evacuation plan for areas downstream of a dam in the event of a dam failure or other major flood emergencies. It addresses determination of areas requiring evacuation, actions required, warning dissemination, traffic control, and evacuation assistance. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Owen, HJ Y1 - 1983/08// PY - 1983 DA - August 1983 SP - 28 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Evacuation KW - Failures KW - Dam Failure KW - Marshes KW - Lakes KW - Dams KW - Floods KW - USA, Pennsylvania KW - Planning KW - Emergencies KW - Downstream KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449559?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Owen%2C+HJ&rft.aulast=Owen&rft.aufirst=HJ&rft.date=1983-08-01&rft.volume=&rft.issue=&rft.spage=28&rft.isbn=&rft.btitle=Example+Plan+for+Evacuation+of+Reading%2C+Pennsylvania+in+the+Event+of+Emergencies+at+Blue+Marsh+Dam+and+Lake&rft.title=Example+Plan+for+Evacuation+of+Reading%2C+Pennsylvania+in+the+Event+of+Emergencies+at+Blue+Marsh+Dam+and+Lake&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Regional groundwater study of Rocky Mountain Arsenal; Report 2, Contaminant distribution AN - 52779619; 1997-001628 AB - This report documents the collection and analysis of ground water samples and presents contaminant distribution and plume maps developed from data collected in the regional study and previous studies at RMA. The hydrogeologic portion of the regional study has been documented in a report entitled: Regional Ground Water Study of RMA, Report 1, Hydrogeological definition, July 1981 (82295RO1). JF - Regional groundwater study of Rocky Mountain Arsenal; Report 2, Contaminant distribution AU - Spaine, P A AU - Thompson, D W AU - Dildine, J H Y1 - 1983/07// PY - 1983 DA - July 1983 SP - 54 KW - water use KW - United States KW - water quality KW - migration KW - monitoring KW - contaminant plumes KW - pollutants KW - regional planning KW - water management KW - pollution KW - Rocky Mountain Arsenal KW - Adams County Colorado KW - ground water KW - Colorado KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52779619?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Spaine%2C+P+A%3BThompson%2C+D+W%3BDildine%2C+J+H&rft.aulast=Spaine&rft.aufirst=P&rft.date=1983-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Regional+groundwater+study+of+Rocky+Mountain+Arsenal%3B+Report+2%2C+Contaminant+distribution&rft.title=Regional+groundwater+study+of+Rocky+Mountain+Arsenal%3B+Report+2%2C+Contaminant+distribution&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data from NTIS database, National Technical Information Service, Springfield, VA, United States N1 - Date revised - 1997-01-01 N1 - Availability - National Technical Information Service, (703)605-6000, order number AD-A289 110/9NEG, Springfield, VA, United States N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Summary report of the Lake Erie wastewater management study AN - 51408693; 1985-030656 JF - Summary report of the Lake Erie wastewater management study Y1 - 1983/06// PY - 1983 DA - June 1983 SP - 31 KW - water KW - North America KW - Lake Erie KW - waste water KW - agriculture KW - pollution KW - nutrients KW - phosphate ion KW - limnology KW - eutrophication KW - environmental geology KW - Great Lakes KW - ecology KW - waste disposal KW - land use KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51408693?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Summary+report+of+the+Lake+Erie+wastewater+management+study&rft.title=Summary+report+of+the+Lake+Erie+wastewater+management+study&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Availability - U. S. Army Corps Eng., Buffalo, NY, United States N1 - Document feature - illus. incl. 6 tables, sketch maps N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - A numerical model to simulate sediment transport in the vicinity of coastal structures AN - 51472988; 1984-052243 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Perlin, Marc AU - Dean, Robert G Y1 - 1983/05// PY - 1983 DA - May 1983 SP - 119 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA VL - 83-10 SN - 0193-5992, 0193-5992 KW - sedimentation KW - shorelines KW - mathematical models KW - marine transport KW - models KW - computer programs KW - engineering geology KW - theoretical studies KW - marine installations KW - transport KW - dynamics KW - construction KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51472988?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Perlin%2C+Marc%3BDean%2C+Robert+G&rft.aulast=Perlin&rft.aufirst=Marc&rft.date=1983-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=A+numerical+model+to+simulate+sediment+transport+in+the+vicinity+of+coastal+structures&rft.title=A+numerical+model+to+simulate+sediment+transport+in+the+vicinity+of+coastal+structures&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 20 N1 - PubXState - VA N1 - Document feature - illus. incl. tables, charts N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - computer programs; construction; dynamics; engineering geology; marine installations; marine transport; mathematical models; models; sedimentation; shorelines; theoretical studies; transport ER - TY - RPRT T1 - Reservoir System Regulation for Water Quality Control AN - 19462634; 7891112 AB - A computer model capable of evaluating water quality conditions in large reservoir systems was recently developed by the Corps of Engineers. The model, Simulation of Flood Control and Conservation Systems (Including Water Quality Analysis), HEC-5Q, provides a comprehensive water quantity model with fairly simple water quality routines. The HEC-5Q can evaluate how to operate each reservoir in a system for the best overall regulation to meet both water quantity and water quality objectives at all points of interest in the system. An overview is provided of the model capabilities and concepts regarding method of regulation analysis. A maximum of eight water quality parameters can be analyzed. These include water temperature, a maximum of three conservative and three non-conservative parameters, and dissolved oxygen. The planned future development and availability is discussed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Willey, R G Y1 - 1983/03// PY - 1983 DA - March 1983 SP - 24 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality KW - water quality KW - Flood control KW - Water reservoirs KW - Water Temperature KW - Water Quality KW - Water Supply KW - Dissolved Oxygen KW - computer models KW - Simulation KW - Water quality KW - Dissolved oxygen KW - Water quality control KW - Hydrologic Models KW - Conservation KW - Regulations KW - water quality control KW - Water Quality Control KW - Computer Models KW - Reservoirs KW - water temperature KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants KW - Q5 08505:Prevention and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19462634?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Willey%2C+R+G&rft.aulast=Willey&rft.aufirst=R&rft.date=1983-03-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=Reservoir+System+Regulation+for+Water+Quality+Control&rft.title=Reservoir+System+Regulation+for+Water+Quality+Control&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1981 T2 - WRSC-WCUS-81, pts. 1-5 AN - 59309124; 1984-0806763 AB - Pt. 1, Waterways and harbors, Atlantic Coast; pt. 2, Waterways and harbors, Gulf Coast, Mississippi River system and Antilles; pt. 3, Waterways and harbors, Great Lakes; pt. 4, Waterways and harbors, Pacific Coast, Alaska and Hawaii; pt. 5, National summaries. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70161, February 1983. Y1 - 1983/02// PY - 1983 DA - February 1983 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70161 KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59309124?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1981&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1981&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70161 pt l $2.75; pt 2 $3.50; pt 3 $3.25; pt 4 $2; pt 5 $2; Nat Tech Info Service pa N1 - Document feature - table(s), chart(s), map(s), index(es) N1 - SuppNotes - 5pts N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Transportation lines on the Atlantic, Gulf, and Pacific coasts, 1981-1982 T2 - Transportation ser. 5 Rept. no. WRSC-TS-81-82-5 AN - 59281947; 1983-2306181 JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, February 1983. xxxiv+200 pp. Y1 - 1983/02// PY - 1983 DA - February 1983 EP - xxxiv+200 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59281947?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-02-01&rft.volume=&rft.issue=&rft.spage=xxxiv%2B200&rft.isbn=&rft.btitle=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1981-1982&rft.title=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1981-1982&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 (22 x 28 cm.) pa $3.25 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Transportation lines on the Great Lakes system, 1981-82 T2 - Transportation ser. 3 AN - 59277193; 1983-2401171 AB - Prepared by the Waterborne Commerce Statistics Center, New Orleans, Louisiana. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, February 1983. xiii+26 pp. Y1 - 1983/02// PY - 1983 DA - February 1983 EP - xiii+26 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Great Lakes region KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59277193?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-02-01&rft.volume=&rft.issue=&rft.spage=xiii%2B26&rft.isbn=&rft.btitle=Transportation+lines+on+the+Great+Lakes+system%2C+1981-82&rft.title=Transportation+lines+on+the+Great+Lakes+system%2C+1981-82&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 (22 x 28 cm.) $1; Nat Tech Info Service N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Engineering responses to flood hazards created by the eruption of Mount St. Helens AN - 51581431; 2006-048092 JF - Technical Memorandum of PWRI AU - Stockton, Steven L AU - Anonymous Y1 - 1983/02// PY - 1983 DA - February 1983 SP - 249 EP - 271 PB - Ministry of Construction, Public Works Research Institute, Ibaraki VL - 1908 KW - United States KW - Skamania County Washington KW - Washington KW - geologic hazards KW - sediment transport KW - Mount Saint Helens KW - debris flows KW - preventive measures KW - Cowlitz River KW - Cascade Range KW - Toutle River KW - eruptions KW - mass movements KW - sediments KW - floods KW - volcanoes KW - flood control KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51581431?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Technical+Memorandum+of+PWRI&rft.atitle=Engineering+responses+to+flood+hazards+created+by+the+eruption+of+Mount+St.+Helens&rft.au=Stockton%2C+Steven+L%3BAnonymous&rft.aulast=Stockton&rft.aufirst=Steven&rft.date=1983-02-01&rft.volume=1908&rft.issue=&rft.spage=249&rft.isbn=&rft.btitle=&rft.title=Technical+Memorandum+of+PWRI&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Symposium on Erosion control in volcanic areas N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2006-01-01 N1 - Number of references - 5 N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-07 N1 - CODEN - #04002 N1 - SubjectsTermNotLitGenreText - Cascade Range; Cowlitz River; debris flows; eruptions; flood control; floods; geologic hazards; mass movements; Mount Saint Helens; preventive measures; sediment transport; sediments; Skamania County Washington; Toutle River; United States; volcanoes; Washington ER - TY - RPRT T1 - Simulation of Streamflow Regulation Effects on the Water Quality of the Allegheny River AN - 19474535; 8193763 AB - This report documents the water quality impact on the Allegheny River basin for the existing regulation of all nine Corps reservoirs compared to both smaller low flow season releases and natural flow conditions. The Corps computer model, "Water Quality for Rivers-Reservoir Systems" (WQRRS), was calibrated and verified to observed water quality data and used to simulate the two alternative conditions. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Hadley, P W AU - Orlob, G T AU - Willey, R G Y1 - 1983/02// PY - 1983 DA - February 1983 SP - 130 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Rivers KW - water quality KW - River Basins KW - Water reservoirs KW - Regulated Rivers KW - Water Quality KW - Low Flow KW - computer models KW - USA, Allegheny R. basin KW - Simulation KW - USA, New York, Allegheny R. KW - River basins KW - Water quality KW - Flow rates KW - Stream flow KW - Natural Flow KW - Environmental effects KW - Flow Control KW - Computer Models KW - Reservoirs KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19474535?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Hadley%2C+P+W%3BOrlob%2C+G+T%3BWilley%2C+R+G&rft.aulast=Hadley&rft.aufirst=P&rft.date=1983-02-01&rft.volume=&rft.issue=&rft.spage=130&rft.isbn=&rft.btitle=Simulation+of+Streamflow+Regulation+Effects+on+the+Water+Quality+of+the+Allegheny+River&rft.title=Simulation+of+Streamflow+Regulation+Effects+on+the+Water+Quality+of+the+Allegheny+River&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - The port of Corpus Christi, Texas T2 - Port ser. no. 25 AN - 59324356; 1984-2204086 JF - Casey Bldg., Fort Belvoir, VA 22060, 1983. vi+72+ pp. Y1 - 1983///0, PY - 1983 DA - 0, 1983 EP - vi+72+ PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- Corpus Christi, Texas UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59324356?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B72%2B&rft.isbn=&rft.btitle=The+port+of+Corpus+Christi%2C+Texas&rft.title=The+port+of+Corpus+Christi%2C+Texas&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $7.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - rev+2 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of San Francisco, Redwood City, and Humboldt Bay, California T2 - Port ser. no. 30, rev. 1983 AN - 59311785; 1984-0207410 JF - Casey Bldg., Fort Belvoir, VA 22060, 1983. vi+112+3 pp. Y1 - 1983///0, PY - 1983 DA - 0, 1983 EP - vi+112+3 PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- San Francisco bay region UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59311785?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B112%2B3&rft.isbn=&rft.btitle=The+ports+of+San+Francisco%2C+Redwood+City%2C+and+Humboldt+Bay%2C+California&rft.title=The+ports+of+San+Francisco%2C+Redwood+City%2C+and+Humboldt+Bay%2C+California&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $8 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Huntington, WV and ports on the Ohio River miles 40-317, and Kanawha River, WV T2 - Port ser. no. 61 AN - 59296265; 1984-0202939 JF - Casey Bldg., Fort Belvoir, VA 22060, 1983. vi+122+9 pp. Y1 - 1983///0, PY - 1983 DA - 0, 1983 EP - vi+122+9 PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- West Virginia KW - Ports -- Ohio UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59296265?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B122%2B9&rft.isbn=&rft.btitle=The+port+of+Huntington%2C+WV+and+ports+on+the+Ohio+River+miles+40-317%2C+and+Kanawha+River%2C+WV&rft.title=The+port+of+Huntington%2C+WV+and+ports+on+the+Ohio+River+miles+40-317%2C+and+Kanawha+River%2C+WV&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $10 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Ports of Memphis, TN, Helena, AR, and ports on lower Mississippi River: miles 620 to 954 AHP T2 - Port ser. no. 71 AN - 59288250; 1984-0202953 JF - Casey Bldg., Fort Belvoir, VA 22060, 1983. vi+102+4 pp. Y1 - 1983///0, PY - 1983 DA - 0, 1983 EP - vi+102+4 PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- Southern states UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59288250?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B102%2B4&rft.isbn=&rft.btitle=Ports+of+Memphis%2C+TN%2C+Helena%2C+AR%2C+and+ports+on+lower+Mississippi+River%3A+miles+620+to+954+AHP&rft.title=Ports+of+Memphis%2C+TN%2C+Helena%2C+AR%2C+and+ports+on+lower+Mississippi+River%3A+miles+620+to+954+AHP&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $9 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Baltimore, Maryland T2 - Port ser. no. 10 AN - 59285372; 1983-2405535 JF - Casey Bldg., Fort Belvoir, VA 22060, 1983. vi+108+ pp. Y1 - 1983///0, PY - 1983 DA - 0, 1983 EP - vi+108+ PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- Baltimore, Maryland UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59285372?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B108%2B&rft.isbn=&rft.btitle=The+port+of+Baltimore%2C+Maryland&rft.title=The+port+of+Baltimore%2C+Maryland&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $8 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - rev ed+2 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Shaping environmental awareness: the United States Army Corps of Engineers Environmental Advisory Board, 1970-1980 T2 - Environmental hist. ser. AN - 59280114; 1983-2102141 JF - Washington, DC 20314, January 1983. ix+100 pp. AU - Reuss, Martin Y1 - 1983/01// PY - 1983 DA - January 1983 EP - ix+100 PB - Washington, DC 20314 KW - United States -- Army -- Engineers corps KW - United States -- Environmental policy UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59280114?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Reuss%2C+Martin&rft.aulast=Reuss&rft.aufirst=Martin&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=ix%2B100&rft.isbn=&rft.btitle=Shaping+environmental+awareness%3A+the+United+States+Army+Corps+of+Engineers+Environmental+Advisory+Board%2C+1970-1980&rft.title=Shaping+environmental+awareness%3A+the+United+States+Army+Corps+of+Engineers+Environmental+Advisory+Board%2C+1970-1980&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Washington, DC 20314 pa N1 - Document feature - il(s), chart(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Microgravimetric and gravity-gradient techniques for detection of subsurface cavities AN - 52312100; 2000-068565 AB - Microgravimetric and gravity-gradient surveying techniques are applied to the detection and delineation of shallow subsurface cavities; two case histories of site investigations in karst regions are presented. In the first case, delineation of a shallow ( approximately 10 m) air-filled cavity system by a microgravimetric survey is demonstrated. Ring and center point techniques are applied in the first case to produce first and second vertical derivative maps which demonstrate (a) the use of second derivative techniques to produce "residual" gravity maps, and (b) the ability of first derivative techniques to resolve closely spaced, complex subsurface features. In the second case, a deeper ( approximately 30 m) water-filled cavity system is detected by a microgravity survey. Results of an interval (tower) vertical gradient survey are presented in the second case history; this survey successfully detected shallow (<6 m) anomalous features such as limestone pinnacles and clay pockets. Interval horizontal gradients were determined along the same profile line at the second site, and a vertical gradient profile was determined from the horizontal gradient profile by a Hilbert transform technique. The measured horizontal gradient profile and the computed vertical gradient profile compare quite well with corresponding profiles calculated for a two-dimensional model of the cavity system. JF - SEG Abstracts AU - Butler, Dwain K AU - Anonymous Y1 - 1983 PY - 1983 DA - 1983 SP - 115 EP - 119 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1983 IS - 1 SN - 0737-0164, 0737-0164 KW - geophysical surveys KW - geologic hazards KW - cartography KW - geophysical methods KW - karst KW - Hilbert transformations KW - case studies KW - gravity methods KW - detection KW - underground cavities KW - surveys KW - geophysical profiles KW - solution features KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52312100?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Microgravimetric+and+gravity-gradient+techniques+for+detection+of+subsurface+cavities&rft.au=Butler%2C+Dwain+K%3BAnonymous&rft.aulast=Butler&rft.aufirst=Dwain&rft.date=1983-01-01&rft.volume=1983&rft.issue=1&rft.spage=115&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 53rd annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2000-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - cartography; case studies; detection; geologic hazards; geophysical methods; geophysical profiles; geophysical surveys; gravity methods; Hilbert transformations; karst; solution features; surveys; underground cavities ER - TY - JOUR T1 - Electromagnetic (radar) techniques applied to cavity detection AN - 52310500; 2000-068560 AB - This study evaluated four different radar systems to determine their effectiveness in locating subterranean cavities. Tests were conducted at three well-documented sites: Vicksburg, Miss.; Medford Cave, Fla. (near Ocala); and Manatee Springs, Fla. (near Chiefland). None of the radar systems was effective at the Vicksburg site because of extremely high conductivities encountered in the overburden materials which comprised primarily silts (loess) and clays. The following radar systems were used in this study: (a) a pulsed system fabricated and operated by personnel from Texas A&M University; (b) a pulsed system commercially manufactured by GSSI operated by the owners, Technos Inc.; (c) a pulsed system developed, fabricated, and operated by personnel from the Southwest Research Institute (SwRI); and (d) a continuous wave system developed, fabricated, and operated by personnel from the Lawrence Livermore National Laboratory (LLNL). Tests were conducted at Vicksburg using systems (a), (b), and (c) above. Systems (b), (c), and (d) were used at the Medford Cave site; the systems (c) and (d) were used at the Manatee Springs site. All of the systems were successful in locating cavities and other anomalous conditions at both Florida test sites. At the time these tests were conducted, only the SwRI system was capable of operating from ground surface in the reflection mode and also in boreholes in crosshole fashion. (The GSSI system is currently available with borehole transmitter/receiver.) Air-filled cavities on the order of 3 to 4 ft in diameter were detected and confirmed to depths of more than 20 ft at the Medford Cave site both from the ground surface and by crosshole tests. A cavity zone approximately 6 ft in height was detected by crosshole tests at Manatee Springs. Radar signals were successfully propagated to distances exceeding 100 ft at the Medford Cave site. The primary conclusion was that radar can be a very effective tool for locating subsurface anomalous conditions at sites where overburden materials have low dielectric and conductivity characteristics. Such sites would typically comprise low moisture content sandy materials. Use of radar at sites comprised mainly of clays will likely be ineffective. This study is presented in its entirety in U. S. Army Engineer Waterways Experiment Station (WES) Technical Report GL-83-1. JF - SEG Abstracts AU - Ballard, Robert F, Jr AU - Anonymous Y1 - 1983 PY - 1983 DA - 1983 SP - 105 EP - 107 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1983 IS - 1 SN - 0737-0164, 0737-0164 KW - United States KW - electrical conductivity KW - geophysical surveys KW - geologic hazards KW - Mississippi Valley KW - site exploration KW - Warren County Mississippi KW - Chiefland Florida KW - Florida KW - Medford Cave KW - Vicksburg Mississippi KW - underground cavities KW - dielectric properties KW - Levy County Florida KW - sediments KW - electromagnetic methods KW - Marion County Florida KW - sand KW - Manatee Springs KW - overburden KW - clastic sediments KW - Mississippi KW - geophysical methods KW - radar methods KW - Gulf Coastal Plain KW - case studies KW - detection KW - surveys KW - loess KW - Ocala Florida KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52310500?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Electromagnetic+%28radar%29+techniques+applied+to+cavity+detection&rft.au=Ballard%2C+Robert+F%2C+Jr%3BAnonymous&rft.aulast=Ballard&rft.aufirst=Robert&rft.date=1983-01-01&rft.volume=1983&rft.issue=1&rft.spage=105&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 53rd annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2000-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - case studies; Chiefland Florida; clastic sediments; detection; dielectric properties; electrical conductivity; electromagnetic methods; Florida; geologic hazards; geophysical methods; geophysical surveys; Gulf Coastal Plain; Levy County Florida; loess; Manatee Springs; Marion County Florida; Medford Cave; Mississippi; Mississippi Valley; Ocala Florida; overburden; radar methods; sand; sediments; site exploration; surveys; underground cavities; United States; Vicksburg Mississippi; Warren County Mississippi ER - TY - JOUR T1 - Analytical analysis of river-delta interaction AN - 51544562; 2006-073607 JF - Proceedings of ... Congress of International Association for Hydraulic Research AU - Wang, Flora C AU - Scarlatos, P D AU - Wang, Y H AU - McAnally, W H, Jr AU - Anonymous Y1 - 1983 PY - 1983 DA - 1983 SP - 89 EP - 90 PB - IAHR - International Association for Hydraulic Research Congress, Beijing VL - 20, VOL.1, PART1 SN - 0074-1477, 0074-1477 KW - United States KW - hydrology KW - Atchafalaya River KW - sediment transport KW - surface water KW - rivers and streams KW - ecosystems KW - southern Louisiana KW - deltas KW - Mississippi River KW - Louisiana KW - discharge KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51544562?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.atitle=Analytical+analysis+of+river-delta+interaction&rft.au=Wang%2C+Flora+C%3BScarlatos%2C+P+D%3BWang%2C+Y+H%3BMcAnally%2C+W+H%2C+Jr%3BAnonymous&rft.aulast=Wang&rft.aufirst=Flora&rft.date=1983-01-01&rft.volume=20%2C+VOL.1%2C+PART1&rft.issue=&rft.spage=89&rft.isbn=&rft.btitle=&rft.title=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.issn=00741477&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - XX congress of the International Association for Hydraulic Research N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2006-01-01 N1 - Last updated - 2012-06-07 N1 - CODEN - PCIRD3 N1 - SubjectsTermNotLitGenreText - Atchafalaya River; deltas; discharge; ecosystems; hydrology; Louisiana; Mississippi River; rivers and streams; sediment transport; southern Louisiana; surface water; United States ER - TY - JOUR T1 - A sediment-budget analysis of the upper Mississippi River AN - 51540414; 2006-073625 JF - Proceedings of ... Congress of International Association for Hydraulic Research AU - Nakato, Tatsuaki AU - Hsu, Chung-Chieh AU - Nanda, Satyesh K AU - Martens, Marvin AU - Anonymous Y1 - 1983 PY - 1983 DA - 1983 SP - 123 EP - 125 PB - IAHR - International Association for Hydraulic Research Congress, Beijing VL - 20, VOL.1, PART1 SN - 0074-1477, 0074-1477 KW - United States KW - bedload KW - Minnesota KW - Alexander County Illinois KW - hydraulics KW - Illinois KW - sediment transport KW - sedimentation KW - channels KW - fluvial sedimentation KW - Cairo Illinois KW - Minneapolis Minnesota KW - waterways KW - Mississippi River KW - Hennepin County Minnesota KW - construction KW - design KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51540414?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.atitle=A+sediment-budget+analysis+of+the+upper+Mississippi+River&rft.au=Nakato%2C+Tatsuaki%3BHsu%2C+Chung-Chieh%3BNanda%2C+Satyesh+K%3BMartens%2C+Marvin%3BAnonymous&rft.aulast=Nakato&rft.aufirst=Tatsuaki&rft.date=1983-01-01&rft.volume=20%2C+VOL.1%2C+PART1&rft.issue=&rft.spage=123&rft.isbn=&rft.btitle=&rft.title=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.issn=00741477&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - XX congress of the International Association for Hydraulic Research N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2006-01-01 N1 - Last updated - 2012-06-07 N1 - CODEN - PCIRD3 N1 - SubjectsTermNotLitGenreText - Alexander County Illinois; bedload; Cairo Illinois; channels; construction; design; fluvial sedimentation; Hennepin County Minnesota; hydraulics; Illinois; Minneapolis Minnesota; Minnesota; Mississippi River; sediment transport; sedimentation; United States; waterways ER - TY - BOOK T1 - Management of surface suspended sediments in Lake Chicot using remote sensing techniques AN - 51474974; 1984-056435 JF - IV remote sensing symposium AU - Ritchie, Jerry C AU - Schiebe, Frank R AU - Cooper, Charles M Y1 - 1983 PY - 1983 DA - 1983 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - United States KW - geophysical surveys KW - water management KW - suspended materials KW - oxbow lakes KW - Landsat KW - fluvial features KW - environmental geology KW - surveys KW - Mississippi River KW - management KW - land use KW - Arkansas KW - southeastern Arkansas KW - remote sensing KW - Lake Chicot KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51474974?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Ritchie%2C+Jerry+C%3BSchiebe%2C+Frank+R%3BCooper%2C+Charles+M&rft.aulast=Ritchie&rft.aufirst=Jerry&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Management+of+surface+suspended+sediments+in+Lake+Chicot+using+remote+sensing+techniques&rft.title=Management+of+surface+suspended+sediments+in+Lake+Chicot+using+remote+sensing+techniques&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 5 N1 - PubXState - VA N1 - Last updated - 2012-06-07 ER - TY - BOOK T1 - Application of remote sensing to geomorphic studies conducted in support of archeological investigations AN - 51474692; 1984-056434 JF - IV remote sensing symposium AU - Smith, Lawson M Y1 - 1983 PY - 1983 DA - 1983 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - United States KW - stratigraphy KW - Calion Pool region KW - Shreveport KW - archaeology KW - geophysical surveys KW - geophysical methods KW - Ouachita River KW - south central Arkansas KW - exploration KW - infrared methods KW - Prairie de Chien KW - fluvial features KW - surveys KW - applications KW - Louisiana KW - geomorphology KW - Wisconsin KW - Red River KW - Arkansas KW - remote sensing KW - buried channels KW - 24:Quaternary geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51474692?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Smith%2C+Lawson+M&rft.aulast=Smith&rft.aufirst=Lawson&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Application+of+remote+sensing+to+geomorphic+studies+conducted+in+support+of+archeological+investigations&rft.title=Application+of+remote+sensing+to+geomorphic+studies+conducted+in+support+of+archeological+investigations&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-07 ER - TY - BOOK T1 - IV remote sensing symposium AN - 51474625; 1984-056430 JF - IV remote sensing symposium Y1 - 1983 PY - 1983 DA - 1983 SP - 445 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - symposia KW - geophysical methods KW - remote sensing KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51474625?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=IV+remote+sensing+symposium&rft.title=IV+remote+sensing+symposium&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - PubXState - VA N1 - SuppNotes - Individual papers within scope are cited separately N1 - Last updated - 2012-06-07 ER - TY - BOOK T1 - Merging remote sensing and mapping techniques for building terrain data bases AN - 51473650; 1984-056431 JF - IV remote sensing symposium AU - Leighty, Robert D Y1 - 1983 PY - 1983 DA - 1983 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - computers KW - imagery KW - cartography KW - geophysical methods KW - data processing KW - CAPIR KW - aerial photography KW - terranes KW - remote sensing KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51473650?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Leighty%2C+Robert+D&rft.aulast=Leighty&rft.aufirst=Robert&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Merging+remote+sensing+and+mapping+techniques+for+building+terrain+data+bases&rft.title=Merging+remote+sensing+and+mapping+techniques+for+building+terrain+data+bases&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 2 N1 - PubXState - VA N1 - Last updated - 2012-06-07 ER - TY - BOOK T1 - Waterborne acoustics in geotechnical applications AN - 51473456; 1984-056433 JF - IV remote sensing symposium AU - Murphy, W L AU - May, J R Y1 - 1983 PY - 1983 DA - 1983 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - high-resolution methods KW - acoustical methods KW - marine methods KW - geophysical methods KW - side-scanning methods KW - applications KW - bathymetry KW - Waterways Experiment Station KW - seismic methods KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51473456?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Murphy%2C+W+L%3BMay%2C+J+R&rft.aulast=Murphy&rft.aufirst=W&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Waterborne+acoustics+in+geotechnical+applications&rft.title=Waterborne+acoustics+in+geotechnical+applications&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-07 ER - TY - BOOK T1 - Development of a distributive system for handling real-time hydrologic data collected by the U. S. Geological Survey AN - 51472531; 1984-056432 JF - IV remote sensing symposium AU - Shope, William G, Jr AU - Paulson, Richard W Y1 - 1983 PY - 1983 DA - 1983 PB - U.S. Army Corps Eng., Fort Belvoir, VA KW - United States KW - hydrology KW - survey organizations KW - geophysical surveys KW - U. S. Geological Survey KW - government agencies KW - data processing KW - hydrogeology KW - satellite methods KW - surveys KW - data retrieval KW - remote sensing KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51472531?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Shope%2C+William+G%2C+Jr%3BPaulson%2C+Richard+W&rft.aulast=Shope&rft.aufirst=William&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Development+of+a+distributive+system+for+handling+real-time+hydrologic+data+collected+by+the+U.+S.+Geological+Survey&rft.title=Development+of+a+distributive+system+for+handling+real-time+hydrologic+data+collected+by+the+U.+S.+Geological+Survey&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - IV remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 5 N1 - PubXState - VA N1 - Document feature - illus. N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - Mathematical modelling of flow characteristics and sediment transport downstream from the coffer dam of the hydropower plant "Iron Gate II" AN - 51324229; 2006-073648 JF - Proceedings of ... Congress of International Association for Hydraulic Research AU - Pavlovic, Radisav AU - Anonymous Y1 - 1983 PY - 1983 DA - 1983 SP - 268 PB - IAHR - International Association for Hydraulic Research Congress, Beijing VL - 20, VOL.1, PART1 SN - 0074-1477, 0074-1477 KW - Serbia KW - hydraulics KW - sediment transport KW - Yugoslavia KW - Belgrade Serbia KW - Danube River KW - power plants KW - mathematical models KW - Europe KW - Southern Europe KW - Belgrade Yugoslavia KW - cofferdams KW - streamflow KW - dams KW - construction KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51324229?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.atitle=Mathematical+modelling+of+flow+characteristics+and+sediment+transport+downstream+from+the+coffer+dam+of+the+hydropower+plant+%22Iron+Gate+II%22&rft.au=Pavlovic%2C+Radisav%3BAnonymous&rft.aulast=Pavlovic&rft.aufirst=Radisav&rft.date=1983-01-01&rft.volume=20%2C+VOL.1%2C+PART1&rft.issue=&rft.spage=268&rft.isbn=&rft.btitle=&rft.title=Proceedings+of+...+Congress+of+International+Association+for+Hydraulic+Research&rft.issn=00741477&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - XX congress of the International Association for Hydraulic Research N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2006-01-01 N1 - Last updated - 2012-06-07 N1 - CODEN - PCIRD3 N1 - SubjectsTermNotLitGenreText - Belgrade Serbia; Belgrade Yugoslavia; cofferdams; construction; dams; Danube River; Europe; hydraulics; mathematical models; power plants; sediment transport; Serbia; Southern Europe; streamflow; Yugoslavia ER - TY - JOUR T1 - Water Quality and the Rotifer Populations in the Atchafalaya River Basin, Louisiana AN - 18978453; 8500399 AB - The Atchafalaya Basin contains North America 's largest hardwood river-swamp. The basin, a rich and dynamic system, covers 4,662 sq km in southcentral Louisiana. Distributional and ecological information on the class Rotifera were compiled from both flood controlled and uncontrolled reaches of the Atchafalaya River Basin. In this study, the lower basin is that portion of the Atchafalaya system south of Interstate Highway 10. The upper basin refers to the habitats of Petite Prairie Bayou near Melville. This upper area is virtually confined by levees. In the minimally altered lower basin a variety of aquatic habitats within a small area resulted in a very diverse rotifer community consisting of an average of 46 taxa. In contrast, only an average of 28 different taxa were collected in leveed upper basin habitats. Cluster analysis identified rotifer communities associated with areas of similar water quality. Variations in suspended solids, total dissolved solids, and organic carbon were most often significantly associated with variations in rotifer numbers from the lower basin. Seasonal flushing of backwater areas by mainstream waters is very important in maintaining the diversity of these lower basin rotifer communities. (Moore-IVI) JF - Hydrobiologia Vol. 98, No. 1, p 55-69, January, 1983. 4 Fig, 4 Tab, 29 Ref. Army Corps of Engineers contract 14-16-0008-767. AU - Holland, LE AU - Bryan, C F AU - Newman, JPJr AD - Louisiana Cooperative Wildlife Research Unit Baton Rouge Y1 - 1983/01// PY - 1983 DA - Jan 1983 KW - Water Resources Abstracts KW - Rotifers KW - Atchafalaya River KW - Louisiana KW - Water quality KW - Aquatic habitats KW - Plankton KW - Cluster analysis KW - Swamps KW - Species diversity KW - Suspended solids KW - Dissolved solids KW - Organic carbon KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18978453?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Water+Quality+and+the+Rotifer+Populations+in+the+Atchafalaya+River+Basin%2C+Louisiana&rft.au=Holland%2C+LE%3BBryan%2C+C+F%3BNewman%2C+JPJr&rft.aulast=Holland&rft.aufirst=LE&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - CONF T1 - Studies on capping of contaminated dredged material by the New York District, Corps of Engineers. AN - 13918277; 758474 AB - The sediments in New York Harbor are contaminated with a wide variety of chemical constituents. Approximately 650,000 cubic meters of material dredged from the projects were dumped in the Atlantic Ocean. The deposit was then capped with approximately 1.4 million cubic meters of uncontaminated dredged material in an attempt to isolate the contaminated sediments from the marine ecosystem. Studies were initiated to determine the stability of the capped mound and the biological effectiveness of the cap. An additional study was initiated to determine a unique chemical signature for the disposal sediments such that the burial location of the contaminated sediments could be identified and subsequently monitored if necessary. The studies are all presently ongoing with final results due in early 1982. AU - Suszkowski, D J Y1 - 1983 PY - 1983 DA - 1983 KW - ANW KW - PCB KW - PCB compounds KW - contamination KW - dredging spoil KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Pollution Abstracts KW - Marine KW - sediment pollution KW - ocean dumping KW - dredging KW - dredge spoil KW - sediments KW - pollution control KW - Q2:09442 KW - P 1000:MARINE POLLUTION KW - Q5 08502:Methods and instruments KW - O 8050:Conferences UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13918277?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Studies+on+capping+of+contaminated+dredged+material+by+the+New+York+District%2C+Corps+of+Engineers.&rft.au=Suszkowski%2C+D+J&rft.aulast=Suszkowski&rft.aufirst=D&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P002 399/4. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Draft environmental impact statement, San Francisco Bay to Stockton, California project. John F. Baldwin Ship Channel. Phase 2. Central San Francisco Bay segment. AN - 13917741; 758397 AB - The purpose of this report is to recommend for construction, a plan of improvements for the central San Francisco Bay segment of the John F. Baldwin Ship Channel. This project is part of the San Francisco Bay to Stockton Project authorized by Congress in 1965. Advanced engineering and design and construction of the John F Baldwin Ship Channel is proceeding in three phases. Phase I was constructed in 1974 and consists of a Main Ship Channel 55 feet deep and 2000 feet wide across the San Francisco Bay. Phase II, the subject of this report, provides channel improvements in central San Francisco Bay near Richmond, California. Phase III provides for channel improvements in San Pablo Bay, Carquinez Strait and Suisun Bay to Point Edith. JF - ACE, SAN FRANCISCO, CA (USA). 1983. Y1 - 1983 PY - 1983 DA - 1983 PB - ACE, SAN FRANCISCO, CA (USA) KW - INE, San Francisco Bay KW - San Francisco Bay KW - channel KW - environmental impact statements KW - environmental surveys KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Pollution Abstracts KW - Marine KW - environmental impact KW - channels KW - marine transportation KW - dredging KW - construction KW - P 9000:ENVIRONMENTAL ACTION KW - O 6060:Coastal Zone Resources and Management KW - Q5 08521:Mechanical and natural changes KW - Q2 09124:Coastal zone management KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13917741?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Draft+environmental+impact+statement%2C+San+Francisco+Bay+to+Stockton%2C+California+project.+John+F.+Baldwin+Ship+Channel.+Phase+2.+Central+San+Francisco+Bay+segment.&rft.title=Draft+environmental+impact+statement%2C+San+Francisco+Bay+to+Stockton%2C+California+project.+John+F.+Baldwin+Ship+Channel.+Phase+2.+Central+San+Francisco+Bay+segment.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A136 871/1. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Ocean dumping report for calendar year 1982. Dredged material. AN - 13910560; 758148 AB - This summary report contains 101 Inter-Governmental maritime consultative organization (IMCO) reports. These reports were prepared by numerous Corps of Engineers employees in 20 Corps districts and divisions which have coastal boundaries. There are 48 reports which represent the CY 1980 permitted dredged material ocean disposal activities conducted under authority of Section 103 of the marine protection Research and Sanctuaries Act of 1972. The remaining 53 reports represent the CY 1982 Corps of Engineers dredged material disposal activities as authorized by the United Congress. JF - ACE/WRC, FT. BELVOIR, VA (USA). 1983. Y1 - 1983 PY - 1983 DA - 1983 PB - ACE/WRC, FT. BELVOIR, VA (USA) KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Pollution Abstracts KW - Marine KW - marine pollution KW - environmental protection KW - ocean dumping KW - dredging KW - dredge spoil KW - research programs KW - USA Coasts KW - P 1000:MARINE POLLUTION KW - Q5 08504:Effects on organisms KW - Q2:09441 KW - P 4000:WASTE MANAGEMENT KW - O 4060:Pollution - Environment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13910560?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ocean+dumping+report+for+calendar+year+1982.+Dredged+material.&rft.title=Ocean+dumping+report+for+calendar+year+1982.+Dredged+material.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A138 832/1; Microfiche copies only. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - James River, Virginia: Dredging demonstration in contaminated material (Kepone) dustpan versus cutterhead. AN - 13910170; 758324 AB - The James River, Virginia, is a tributary of the Chesapeake Bay polluted with the toxic pesticide kepone. The Norfolk District, Corps of Engineers, will conduct a dredging demonstration project as part of the maintenance of the James River Channel. The goals of the demonstration are to achieve containment of a layer of polluted sediment; to minimize resuspension of pollution at the dredge head; and to remove the sediment at in situ density. In order to achieve these goals, a dustpan suction head will be specially adapted and fitted on a typical hydraulic pipeliner dredge. The dredge will be operated in the dustpan mode using a dredging method designed to obtain precise positioning of the suction head within the specified layer of polluted sediment. AU - Vann, R G Y1 - 1983 PY - 1983 DA - 1983 KW - James River KW - Kepone KW - dredges KW - dustpan head KW - kepone KW - pollutant detection KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources; Pollution Abstracts KW - USA, Virginia, James R. KW - sediment pollution KW - Freshwater KW - dredging KW - dredge spoil KW - sediments KW - pesticides KW - pollution control KW - Q2:09442 KW - P 2000:FRESHWATER POLLUTION KW - Q5 08502:Methods and instruments KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13910170?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=James+River%2C+Virginia%3A+Dredging+demonstration+in+contaminated+material+%28Kepone%29+dustpan+versus+cutterhead.&rft.au=Vann%2C+R+G&rft.aulast=Vann&rft.aufirst=R&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P002 404/2. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Sampling strategy for river pollutant transport AN - 13866780; 198302112 AB - The authors discuss sampling programmes for minimizing errors in estimating the amounts of pollutants carried by rivers, and describe a method for determining the size and timing of samples. Two types of river are identified: those in which suspended solids and adsorbed materials increase with increase in flow, and those in which they do not. Different sampling techniques are required for each type. Sampling strategies for suspended solids and total phosphorus in rivers in western Ohio are presented. JF - Journal of Environmental Engineering AU - Yaksich, S M AU - Verhoff, F H AD - U.S. Army Corps of Engineers Y1 - 1983 PY - 1983 DA - 1983 SP - 219 EP - 231 VL - 109 IS - 1 SN - 0733-9372, 0733-9372 KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13866780?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Environmental+Engineering&rft.atitle=Sampling+strategy+for+river+pollutant+transport&rft.au=Yaksich%2C+S+M%3BVerhoff%2C+F+H&rft.aulast=Yaksich&rft.aufirst=S&rft.date=1983-01-01&rft.volume=109&rft.issue=1&rft.spage=219&rft.isbn=&rft.btitle=&rft.title=Journal+of+Environmental+Engineering&rft.issn=07339372&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Water protection in Switzerland AN - 13866079; S198412027 AB - Natural water resources are immense although demands from the domestic industrial, agricultural sectors and from electricity generation are such that stringent protective measures are necessary. Water quality standards are ambitious and laws governing pollution are enforced with harsh penalties. Polluting discharges are forbidden, and the use of those products which may adversely affect water quality may be prohibited. These methods have resulted in improving water quality. The high cost of these policies is shared by both government and water users. JF - Water Quality Bulletin AU - Bundi, U AD - Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1983 PY - 1983 DA - 1983 SP - 213 EP - 218 VL - 8 IS - 4 KW - Pollution (s/a contamination, individ grps below) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13866079?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Quality+Bulletin&rft.atitle=Water+protection+in+Switzerland&rft.au=Bundi%2C+U&rft.aulast=Bundi&rft.aufirst=U&rft.date=1983-01-01&rft.volume=8&rft.issue=4&rft.spage=213&rft.isbn=&rft.btitle=&rft.title=Water+Quality+Bulletin&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The nature of long-run cost savings due to water conservation AN - 13860735; 198303795 AB - The author defines the term 'long-run foregone costs', which are the savings in capital , operating, and maintenance costs of new water supply facilities achieved by water conservation practices, and discusses the effects of various levels of conservation on these costs. Equations for estimating cost savings and for determining whether it is more economic to delay construction or to reduce the size of the planned facilities are presented. JF - Water Resources Bulletin AU - Walski, T M AD - U.S. Army Corps of Engineers, Vicksburg Y1 - 1983 PY - 1983 DA - 1983 SP - 489 EP - 498 VL - 19 IS - 3 SN - 0043-1370, 0043-1370 KW - Jn - water resources bullletin KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13860735?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Resources+Bulletin&rft.atitle=The+nature+of+long-run+cost+savings+due+to+water+conservation&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1983-01-01&rft.volume=19&rft.issue=3&rft.spage=489&rft.isbn=&rft.btitle=&rft.title=Water+Resources+Bulletin&rft.issn=00431370&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Effects of Grays Harbor estuary sediment on the osmoregulatory ability of coho salmon smolts (Oncorhynchus kisutch) AN - 13860710; 198302765 AB - Laboratory experiments were carried out to simulate the conditions, caused by dredging, in the inner harbour in Grays Harbour, and thus to investigate the effects which high levels of resuspended contaminated sediments have on the hypo-osmoregulatory ability of coho salmon smolts (Oncorhynchus kisutch). Blood sodium levels were used to indicate any osmoregulatory impairment and the findings are discussed with tables. JF - Bulletin of Environmental Contamination and Toxicology AU - Kehoe, D M AD - U.S. Army Corps of Engineers Y1 - 1983 PY - 1983 DA - 1983 SP - 522 EP - 529 VL - 30 IS - 5 SN - 0007-4861, 0007-4861 KW - Jn - bull. of environ. contam. & toxicol. KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00008:Effects of Pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13860710?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Bulletin+of+Environmental+Contamination+and+Toxicology&rft.atitle=Effects+of+Grays+Harbor+estuary+sediment+on+the+osmoregulatory+ability+of+coho+salmon+smolts+%28Oncorhynchus+kisutch%29&rft.au=Kehoe%2C+D+M&rft.aulast=Kehoe&rft.aufirst=D&rft.date=1983-01-01&rft.volume=30&rft.issue=5&rft.spage=522&rft.isbn=&rft.btitle=&rft.title=Bulletin+of+Environmental+Contamination+and+Toxicology&rft.issn=00074861&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Flood routing through a flat, complex floodplain using a one-dimensional unsteady-flow computer program AN - 13853307; 198401589 AB - Details are given of the application of a computer program - the Dynamic Wave Operational Model (DWOPER), originally developed by the U.S. National Weather Service - to simulate the routing of flood waves through the central basin of the Passaic river, N.J., which is characterized by flat wide floodplains with flow reversals occurring at tributary junctions. JF - Water Resources Bulletin AU - Peters, J C AD - U.S. Army Corps of Engineers, Davis, Calif. Y1 - 1983 PY - 1983 DA - 1983 SP - 913 EP - 920 VL - 19 IS - 6 SN - 0043-1370, 0043-1370 KW - U.s. national oceanic & atmospheric administration KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13853307?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Resources+Bulletin&rft.atitle=Flood+routing+through+a+flat%2C+complex+floodplain+using+a+one-dimensional+unsteady-flow+computer+program&rft.au=Peters%2C+J+C&rft.aulast=Peters&rft.aufirst=J&rft.date=1983-01-01&rft.volume=19&rft.issue=6&rft.spage=913&rft.isbn=&rft.btitle=&rft.title=Water+Resources+Bulletin&rft.issn=00431370&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Theoretical. N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Energy efficiency through pipe design AN - 13852218; 198400954 AB - Methods for selecting pipes designed to flow full are presented with emphasis on simpler methods. The figures presented enable the engineer to consider energy cost and average flow, in addition to peak flow, in selecting an optimal pipe diameter to minimize life-cycle costs. The methods apply to circumstances in which friction losses are significant and the flow is known, as in a branched system. They are not applicable to small distribution lines for which friction loss at average flows is negligible. Examples are given of calculations which include as most important variables peak flow, average flow and relative price of energy and construction. JF - Journal of the American Water Resources Association AU - Walski, T M AD - U.S. Army Corps of Engineers, Vicksburg, Miss. Y1 - 1983 PY - 1983 DA - 1983 SP - 492 EP - 495 VL - 75 IS - 10 SN - 1093-474X, 1093-474X KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13852218?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+American+Water+Resources+Association&rft.atitle=Energy+efficiency+through+pipe+design&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1983-01-01&rft.volume=75&rft.issue=10&rft.spage=492&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+American+Water+Resources+Association&rft.issn=1093474X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - CONF T1 - Management of bottom sediments containing toxic substances. Proceedings of the U.S. Japan Experts Meeting (7th) heald at New York City on 2-4 November 1981. AN - 13851630; 708766 AB - The 7th U.S/Japan Meeting on Management of Botton Sediments Containing Toxic Substances was held 2-4 November 1981 in New York City. The meeting is held annually through an agreement with the U.S. Environmental Protection Agency and the Japan Ministry of transport to provide a forum for presentation of papers and in-depth discussions on dredging and disposal of contaminated sediment. JF - ACE, FORT BELVOIR, VA (USA). 1983. Y1 - 1983 PY - 1983 DA - 1983 PB - ACE, FORT BELVOIR, VA (USA) KW - conference KW - contamination KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Pollution Abstracts KW - Marine KW - Brackish KW - conferences KW - sediment pollution KW - Freshwater KW - environmental protection KW - dredging KW - USA KW - sediments KW - waste disposal KW - toxicants KW - Japan KW - Q2 09106:Dredging KW - Q2:09384 KW - Q1 08106:Conferences and other meetings KW - Q5 08504:Effects on organisms KW - O 8050:Conferences KW - Q2:09441 KW - P 6000:TOXICOLOGY AND HEALTH KW - Q1 08522:Conferences and other meetings UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13851630?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Management+of+bottom+sediments+containing+toxic+substances.+Proceedings+of+the+U.S.+Japan+Experts+Meeting+%287th%29+heald+at+New+York+City+on+2-4+November+1981.&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1983-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A136 740/8. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Why calibrate water distribution system models? AN - 13845089; 198401172 AB - Collection of data for water distribution system models is considered nowadays to be simple, yet it appears that some water engineers do not make enough effort to obtain good data. The calibration of a water distribution system model is not as time-consuming as is believed. Literature values for the Hazen-Williams C factor are not considered to be adequate, and errors of 20 per cent can occur. In many cases, there is nothing wrong with the model in question, simply that a haphazard calibrating job has been performed. JF - Water/Engineering & Management AU - Walski, T M AD - U.S. Army Corps of Engineers, Vicksburg, Miss. Y1 - 1983 PY - 1983 DA - 1983 SP - 27 EP - 28 VL - 130 IS - 11 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13845089?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water%2FEngineering+%26+Management&rft.atitle=Why+calibrate+water+distribution+system+models%3F&rft.au=Walski%2C+T+M&rft.aulast=Walski&rft.aufirst=T&rft.date=1983-01-01&rft.volume=130&rft.issue=11&rft.spage=27&rft.isbn=&rft.btitle=&rft.title=Water%2FEngineering+%26+Management&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - SuppNotes - Publication focus: Application. N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix G, Demonstration projects on other streams, nationwide, Volume 2 AN - 51657483; 1983-011454 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix G, Demonstration projects on other streams, nationwide, Volume 2 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - Virginia KW - erosion KW - site exploration KW - Mississippi KW - legislation KW - New Mexico KW - Iowa KW - engineering geology KW - controls KW - waterways KW - policy KW - Wisconsin KW - Arkansas KW - Ohio KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51657483?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+G%2C+Demonstration+projects+on+other+streams%2C+nationwide%2C+Volume+2&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+G%2C+Demonstration+projects+on+other+streams%2C+nationwide%2C+Volume+2&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix H, Evaluation of existing projects; Volume 2 AN - 51657432; 1983-011456 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix H, Evaluation of existing projects; Volume 2 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - controls KW - erosion KW - site exploration KW - legislation KW - waterways KW - policy KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51657432?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+H%2C+Evaluation+of+existing+projects%3B+Volume+2&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+H%2C+Evaluation+of+existing+projects%3B+Volume+2&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix D, Ohio River demonstration projects AN - 51657147; 1983-011449 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix D, Ohio River demonstration projects Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - hydrology KW - erosion KW - site exploration KW - legislation KW - engineering geology KW - controls KW - Indiana KW - waterways KW - surveys KW - policy KW - West Virginia KW - Ohio River KW - Ohio KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51657147?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+D%2C+Ohio+River+demonstration+projects&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+D%2C+Ohio+River+demonstration+projects&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. sketch maps N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix E, Missouri River demonstration projects; Volume 2 AN - 51656850; 1983-011451 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix E, Missouri River demonstration projects; Volume 2 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - hydrology KW - Missouri River KW - erosion KW - Cretaceous KW - Niobrara Formation KW - legislation KW - Fort Randall Dam KW - Iowa KW - Upper Cretaceous KW - Mesozoic KW - engineering geology KW - controls KW - Garrison Dam KW - waterways KW - surveys KW - policy KW - Lake Oahe KW - Nebraska KW - Ponca KW - Gravins Point Dam KW - South Dakota KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51656850?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+E%2C+Missouri+River+demonstration+projects%3B+Volume+2&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+E%2C+Missouri+River+demonstration+projects%3B+Volume+2&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. tables N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix F, Yazoo River basin demonstration projects AN - 51656585; 1983-011452 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix F, Yazoo River basin demonstration projects Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - hydrology KW - erosion KW - Yazoo River KW - Mississippi KW - legislation KW - watersheds KW - engineering geology KW - controls KW - waterways KW - surveys KW - policy KW - Yazoo River basin KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51656585?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+F%2C+Yazoo+River+basin+demonstration+projects&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+F%2C+Yazoo+River+basin+demonstration+projects&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. sketch maps N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix A, Literature survey AN - 51656557; 1983-011446 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix A, Literature survey Y1 - 1982/12// PY - 1982 DA - December 1982 KW - controls KW - erosion KW - legislation KW - waterways KW - policy KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51656557?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+A%2C+Literature+survey&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+A%2C+Literature+survey&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix B; Hydraulic research AN - 51655209; 1983-011447 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix B; Hydraulic research Y1 - 1982/12// PY - 1982 DA - December 1982 KW - controls KW - hydraulics KW - erosion KW - legislation KW - waterways KW - policy KW - research KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51655209?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+B%3B+Hydraulic+research&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+B%3B+Hydraulic+research&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix G, Demonstration projects on other streams, nationwide; Volume 1 AN - 51654119; 1983-011453 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix G, Demonstration projects on other streams, nationwide; Volume 1 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - Washington KW - erosion KW - legislation KW - Montana KW - New Hampshire KW - California KW - engineering geology KW - controls KW - Kansas KW - Massachusetts KW - waterways KW - policy KW - New Jersey KW - Pennsylvania KW - West Virginia KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51654119?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+G%2C+Demonstration+projects+on+other+streams%2C+nationwide%3B+Volume+1&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+G%2C+Demonstration+projects+on+other+streams%2C+nationwide%3B+Volume+1&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix C, Geotechnical research AN - 51653059; 1983-011448 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix C, Geotechnical research Y1 - 1982/12// PY - 1982 DA - December 1982 KW - controls KW - erosion KW - legislation KW - waterways KW - policy KW - research KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51653059?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+C%2C+Geotechnical+research&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+C%2C+Geotechnical+research&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Number of references - 30 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. tables N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix H, Evaluation of existing projects, Volume 1 AN - 51652830; 1983-011455 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix H, Evaluation of existing projects, Volume 1 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - controls KW - erosion KW - site exploration KW - legislation KW - waterways KW - policy KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51652830?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+H%2C+Evaluation+of+existing+projects%2C+Volume+1&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+H%2C+Evaluation+of+existing+projects%2C+Volume+1&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix E, Missouri River demonstration projects; Volume 1 AN - 51652808; 1983-011450 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law 93-251; Appendix E, Missouri River demonstration projects; Volume 1 Y1 - 1982/12// PY - 1982 DA - December 1982 KW - United States KW - hydrology KW - Missouri River KW - erosion KW - Cretaceous KW - Niobrara Formation KW - legislation KW - Fort Randall Dam KW - Iowa KW - Upper Cretaceous KW - Mesozoic KW - engineering geology KW - controls KW - Garrison Dam KW - waterways KW - surveys KW - Lake Oahe KW - Nebraska KW - management KW - Ponca KW - Gravins Point Dam KW - South Dakota KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51652808?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+E%2C+Missouri+River+demonstration+projects%3B+Volume+1&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%2C+Section+32%2C+Public+Law+93-251%3B+Appendix+E%2C+Missouri+River+demonstration+projects%3B+Volume+1&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. sketch maps N1 - SuppNotes - Final report to Congress N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Water Quality Management Studies, Lake Seminole, February-December 1979, Phase II AN - 19248759; 8302312 AB - Meteorological, hydrological, water quality, sediment, and biological data were obtained at a total of 19 main sampling stations in Lake Seminole, the Chattahoochee River, the Flint River, Spring Creek, Fish Pond Drain, and the Apalachicola River during Phase II. Average monthly flows through the impoundment during Phase II ranged from 349 cu m/s during August to 1518 cu m/s during April. As a result of operational procedures at the Walter F. George Lock and Dam, flows through Chattahoochee River impoundment arm exhibited considerable short term variation. Each of the major impoundment arms of Lake Seminole tended to be well-mixed both laterally and vertically. Average turbidity levels in the Chattahoochee River were approximately two to three times those in the Flint River. Specific conductance, total dissolved solids, and alkalinity were lowest at the Chattahoochee River sites and generally higher on the Flint River. Based on nutrient content, the waters of Lake Seminole tended to be moderate to highly productive with respect to the production of algal biomass. At stations 16 and 17 on the Flint river, phytoplankton and zooplankton densities were unusually low. The bacteriological quality in Lake Seminole ranged from good in the upper Chattahoochee River stations and at the lake stations to poor at station 17 in the Flint River. Bottom sediments ranged from relatively clean sands in the rivers to sand and sandy loams in the impoundment itself. Benthic macroinvertebrate populations tended to be closely associated with the nature of the substrate. Emergent and floating aquatic macrophytes covered over 40% of the total reservoir surface area. (Moore-SRC) JF - Army Corps of Engineers Mobile District Technical Report ACF 80-11, December 1982. 653 p 4 Fig, 20 Tab, 86 Ref, 15 Append. DACW01-78-C-0101. Y1 - 1982/12// PY - 1982 DA - Dec 1982 KW - Water Resources Abstracts KW - Water quality KW - Reservoirs KW - Turbidity KW - Aquatic plants KW - Aquatic animals KW - Bacteria KW - Lake Seminole KW - Florida KW - Georgia KW - Sediments KW - Nutrients KW - Productivity KW - Algae KW - Zooplankton KW - Invertebrates KW - Alkalinity KW - Specific conductance KW - Dissolved solids KW - Hydrology KW - Alabama KW - SW 5080:Evaluation, processing and publication KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19248759?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Water+Quality+Management+Studies%2C+Lake+Seminole%2C+February-December+1979%2C+Phase+II&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Evaluation of Capping Operations at the Experimental Mud Dump Site, N.Y. Bight Apex, 1980 AN - 19000821; 8500049 AB - Conflicting multiple uses of the New York Bight impose various stresses on its physical and biological resources. Current regulations dictate that contaminated waste dredged material be given special treatment. Contaminated sediment from dredging projects in the Hudson estuary, Newark Bay, and contiguous waters were capped with fine sediment and sand from the Bronx River, Westchester Creek and the Ambrose Channel. The capping resulted in a layer of sand about one meter thick lying atop the contaminated sediment. It was determined that a sand-mud cap was successfully placed at the experimental dumpsite. The cap was still intact and in place after at least sixteen months. Cap erosion was minor; predictions of cap life were in excess of twenty years under normal meteorologic conditions. Major storm events, however, are capable of eroding the cap and exposing the contaminated material. During the sixteen months of the study, the total loss of contaminated material was about 4%; all this loss occurred during the dumping/deposition/compaction phase. Chemical analyses showed that contaminant levels in the sand cap were much lower than in the contaminated sediments. Bioaccumulation studies showed that less contaminant uptake occurred at the capping site than at uncapped dredged material sites, and at sites in New York Harbor. Bioaccumulation rates were, for the most part, 0.1 or less. (Garrison-Omniplan) JF - Final Report to U.S. Army Corps of Engineers, New York District December 1982. 70 p, 6 Fig, 7 Tab, 126 Ref. AU - O'Connor, J M AD - New York Univ. Medical Center NY. Inst. of Environmental Medicine Y1 - 1982/12// PY - 1982 DA - Dec 1982 KW - Water Resources Abstracts KW - Dredging KW - Ocean dumping KW - Chemical analysis KW - Municipal wastes KW - Municipal wastewater KW - Contamination KW - New York KW - Bioaccumulation KW - Sand KW - Accumulation KW - Biochemical characteristics KW - Biochemical tests KW - New York Bight KW - Mud Dump site KW - SW 3050:Ultimate disposal of wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19000821?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Evaluation+of+Capping+Operations+at+the+Experimental+Mud+Dump+Site%2C+N.Y.+Bight+Apex%2C+1980&rft.au=O%27Connor%2C+J+M&rft.aulast=O%27Connor&rft.aufirst=J&rft.date=1982-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Sacramento-San Joaquin Delta, California AN - 51649846; 1983-017663 JF - Sacramento-San Joaquin Delta, California Y1 - 1982/10// PY - 1982 DA - October 1982 KW - United States KW - San Joaquin Delta KW - California KW - Western U.S. KW - Sacramento County California KW - impact statements KW - environmental geology KW - Pacific Coast KW - water resources KW - Sacramento California KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51649846?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sacramento-San+Joaquin+Delta%2C+California&rft.title=Sacramento-San+Joaquin+Delta%2C+California&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Sacramento, CA, United States N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - Draft feasibility report and draft environmental impact statement N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Explorer on the Northern Plains; Lieutenant Gouverneur K. Warren's preliminary report of explorations in Nebraska and Dakota, in the years 1855-'56-'57 AN - 51640520; 1983-022701 JF - Explorer on the Northern Plains; Lieutenant Gouverneur K. Warren's preliminary report of explorations in Nebraska and Dakota, in the years 1855-'56-'57 Y1 - 1982/10// PY - 1982 DA - October 1982 SP - 125 PB - U. S. Army Corps Eng., Hist. Div., Washington, DC KW - United States KW - Northern Great Plains KW - Warren, Gouverneur K. KW - North America KW - faunal studies KW - biography KW - areal geology KW - history KW - floral studies KW - expeditions KW - regional KW - Great Plains KW - Nebraska KW - South Dakota KW - 13:Areal geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51640520?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Explorer+on+the+Northern+Plains%3B+Lieutenant+Gouverneur+K.+Warren%27s+preliminary+report+of+explorations+in+Nebraska+and+Dakota%2C+in+the+years+1855-%2756-%2757&rft.title=Explorer+on+the+Northern+Plains%3B+Lieutenant+Gouverneur+K.+Warren%27s+preliminary+report+of+explorations+in+Nebraska+and+Dakota%2C+in+the+years+1855-%2756-%2757&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, geol. sketch map N1 - SuppNotes - Introduction by Schubert, Frank N. N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Sand resources on the inner continental shelf off the central New Jersey coast AN - 51632556; 1983-029551 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Meisburger, Edward P AU - Williams, S Jeffress Y1 - 1982/10// PY - 1982 DA - October 1982 SP - 48 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA SN - 0193-5992, 0193-5992 KW - United States KW - mineral exploration KW - resources KW - geophysical surveys KW - offshore KW - geophysical methods KW - shorelines KW - economic geology KW - seismic methods KW - oceanography KW - sands KW - utilization KW - inner shelf KW - surveys KW - New Jersey KW - continental shelf KW - Atlantic Coastal Plain KW - 28A:Economic geology, geology of nonmetal deposits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51632556?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Meisburger%2C+Edward+P%3BWilliams%2C+S+Jeffress&rft.aulast=Meisburger&rft.aufirst=Edward&rft.date=1982-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sand+resources+on+the+inner+continental+shelf+off+the+central+New+Jersey+coast&rft.title=Sand+resources+on+the+inner+continental+shelf+off+the+central+New+Jersey+coast&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2014, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. 5 tables, geol. sketch maps N1 - Last updated - 2014-05-15 N1 - SubjectsTermNotLitGenreText - Atlantic Coastal Plain; continental shelf; economic geology; geophysical methods; geophysical surveys; inner shelf; mineral exploration; New Jersey; oceanography; offshore; resources; sands; seismic methods; shorelines; surveys; United States; utilization ER - TY - JOUR T1 - A lightweight pneumatic coring device; design and field test AN - 51643870; 1983-020201 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Fuller, Jonathan A AU - Meisburger, Edward P Y1 - 1982/09// PY - 1982 DA - September 1982 SP - 18 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA VL - 82-8 SN - 0193-5992, 0193-5992 KW - pneumatic coring devices KW - marine geology KW - testing KW - instruments KW - design KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51643870?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Fuller%2C+Jonathan+A%3BMeisburger%2C+Edward+P&rft.aulast=Fuller&rft.aufirst=Jonathan&rft.date=1982-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=A+lightweight+pneumatic+coring+device%3B+design+and+field+test&rft.title=A+lightweight+pneumatic+coring+device%3B+design+and+field+test&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. 2 tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - design; instruments; marine geology; pneumatic coring devices; testing ER - TY - RPRT T1 - Flood control, Bassett Creek watershed, Hennepin County, Minnesota; design memorandum No. 2, Phase II, general project design and environmental assessment AN - 51279268; 1986-013979 JF - Flood control, Bassett Creek watershed, Hennepin County, Minnesota; design memorandum No. 2, Phase II, general project design and environmental assessment Y1 - 1982/09// PY - 1982 DA - September 1982 KW - United States KW - hydrology KW - Minnesota KW - geologic hazards KW - engineering geology KW - Minneapolis Minnesota KW - Bassett Creek watershed KW - Golden Valley KW - floods KW - environmental geology KW - waterways KW - surveys KW - flood control KW - discharge KW - Hennepin County Minnesota KW - design KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51279268?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Flood+control%2C+Bassett+Creek+watershed%2C+Hennepin+County%2C+Minnesota%3B+design+memorandum+No.+2%2C+Phase+II%2C+general+project+design+and+environmental+assessment&rft.title=Flood+control%2C+Bassett+Creek+watershed%2C+Hennepin+County%2C+Minnesota%3B+design+memorandum+No.+2%2C+Phase+II%2C+general+project+design+and+environmental+assessment&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1986-01-01 N1 - Availability - U. S. Army Corps of Eng., St. Paul Dist., St. Paul, MN, United States N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Documentation Needs for Water Resources Models AN - 19460835; 7891113 AB - Computer program documentation is important to proper model use. Common causes of poor documentation include: organizational negligence and lack of capability, difficulty in clearly communicating a description of the model, motivation on the part of the modeler to prepare good documentation, absence of examples of good documentation, inadequate time funds, staff. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Johnson, W K Y1 - 1982/08// PY - 1982 DA - August 1982 SP - 22 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Computer programs KW - Documentation KW - Hydrologic Models KW - Motivation KW - Computer Programs KW - Negligence KW - Water resources KW - Water Resources KW - Modelling KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460835?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Johnson%2C+W+K&rft.aulast=Johnson&rft.aufirst=W&rft.date=1982-08-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Documentation+Needs+for+Water+Resources+Models&rft.title=Documentation+Needs+for+Water+Resources+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Design Freeboard and Economic Efficiency AN - 18957115; 8301476 AB - The Corps treatment of design freeboard in local protection (LFP) studies is examined, and it is demonstrated that this is not consistent with economic efficiency criteria and thus not consistent with the Water Resources Council 's National Economic Development planning objective. Some arguments as to why this is the case are analyzed, and a more economically efficient treatment of design freeboard is recommended. Design freeboard is an increment of height added to a dam, floodwall, levee, or channel, above and beyond the design flood height, intended to serve as a safety factor to account for unforseen errors in design. A study of current policies of the Corps of Engineers as applied in the Wyoming Valley, Pennsylvania, reveals that a $200 million project which is considered economically justified under policies now in effect is in fact not justified under strict economic efficiency criteria. It is suggested that the objective of economic efficiency can be better served by computing the real economic benefits and costs from the top of the existing LFP system to the top of the new LFP system. Freeboard must be dealt with in an interdisciplinary context to resolve the problems. (Baker-FRC) JF - Water Resources Bulletin Vol 18, No 4, p 643-648, August, 1982. 1 Fig, 2 Tab, 4 Ref. AU - Yoe, CE AD - Army Corps of Engineers Baltimore, MD Y1 - 1982/08// PY - 1982 DA - Aug 1982 KW - Water Resources Abstracts KW - SW 4020:Evaluation process KW - SW 2010:Control of water on the surface UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18957115?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Design+Freeboard+and+Economic+Efficiency&rft.au=Yoe%2C+CE&rft.aulast=Yoe&rft.aufirst=CE&rft.date=1982-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Threemile Creek, Mobile Alabama AN - 51506075; 1984-034309 JF - Threemile Creek, Mobile Alabama Y1 - 1982/05// PY - 1982 DA - May 1982 SP - 104 KW - Scale: 1:63,360 KW - Type: engineering geology maps KW - United States KW - Mobile County Alabama KW - Threemile Creek KW - geologic hazards KW - Mobile Alabama KW - impact statements KW - Alabama KW - engineering geology KW - channelization KW - floods KW - environmental geology KW - waterways KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51506075?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Threemile+Creek%2C+Mobile+Alabama&rft.title=Threemile+Creek%2C+Mobile+Alabama&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - U. S. Dep. Army, Mobile Dist., Corps. Eng., Mobile, AL, United States N1 - Document feature - illus. incl. charts, tables, sketch maps N1 - SuppNotes - Interim survey report and environmental impact statement; includes appendices N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Hydrologic Analysis of Ungaged Watershed Using HEC-1 AN - 19460840; 7891172 AB - This report discusses general approaches to frequency analyses for ungaged watersheds, effects of the extent of data availability on choice of approach, and regionalization of hydrologic parameters. Hypothetical rainfall data are often the only rainfall data available for s study, so methods for use of this type of data are presented. The use of HEC-1 for watershed modeling is described and techniques are given in detail for the estimation and calibration of HEC-1 model parameters. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - DeVries, J J Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 178 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts; Meteorological & Geoastrophysical Abstracts KW - Hydrologic analysis KW - Training KW - Rainfall data KW - Rainfall KW - Frequency Analysis KW - Watersheds KW - Frequency analysis KW - Hydrologic Models KW - Calibrations KW - Hydrologic Data KW - Q2 09241:General KW - SW 6010:Structures KW - M2 551.578.1:Liquid (551.578.1) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460840?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=DeVries%2C+J+J&rft.aulast=DeVries&rft.aufirst=J&rft.date=1982-04-01&rft.volume=&rft.issue=&rft.spage=178&rft.isbn=&rft.btitle=Hydrologic+Analysis+of+Ungaged+Watershed+Using+HEC-1&rft.title=Hydrologic+Analysis+of+Ungaged+Watershed+Using+HEC-1&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - River and Reservoir Systems Water Quality Modeling Capabilities AN - 19452456; 7399404 AB - The capability exists within the Corps to evaluate the water quality impacts of alternative proposals for river and/or reservoir projects. The capability and example applications of the various water quality models available from the Hydrologic Engineering Center are described. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Willey, R G Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 22 KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; Water Resources Abstracts KW - Rivers KW - water quality KW - Water reservoirs KW - Water Quality KW - Freshwater KW - Water quality KW - Engineering KW - Hydrologic Models KW - Reservoirs KW - Modelling KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19452456?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Willey%2C+R+G&rft.aulast=Willey&rft.aufirst=R&rft.date=1982-04-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=River+and+Reservoir+Systems+Water+Quality+Modeling+Capabilities&rft.title=River+and+Reservoir+Systems+Water+Quality+Modeling+Capabilities&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Mixed Population Frequency Analysis AN - 19451402; 7399657 AB - This training document provides guidance on the development of frequency curves from annual peak discharges that are segregated into two populations. While the procedures contained in this document use annual peaks caused by hurricane and non-hurricane events, the methods apply equally well to events caused by other phenomena such as rainfall and snowmelt. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Morris, E C Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 52 KW - Water Resources Abstracts KW - Hurricanes KW - Training KW - Rainfall KW - Snowmelt KW - Frequency Analysis KW - Populations KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451402?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Morris%2C+E+C&rft.aulast=Morris&rft.aufirst=E&rft.date=1982-04-01&rft.volume=&rft.issue=&rft.spage=52&rft.isbn=&rft.btitle=Mixed+Population+Frequency+Analysis&rft.title=Mixed+Population+Frequency+Analysis&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Application of the HEC-2 Split Flow Option AN - 19450022; 7399686 AB - This training document is designed to assist the user of computer program HEC-2 who is using the split flow option and wishes to acquaint themselves with its capabilities and limitations. Provide a detailed description of the HEC-2 spilt flow input requirements, output results, computation method, and example applications. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Montalvo, A E Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 68 KW - Water Resources Abstracts KW - Computer Programs KW - Training KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450022?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Montalvo%2C+A+E&rft.aulast=Montalvo&rft.aufirst=A&rft.date=1982-04-01&rft.volume=&rft.issue=&rft.spage=68&rft.isbn=&rft.btitle=Application+of+the+HEC-2+Split+Flow+Option&rft.title=Application+of+the+HEC-2+Split+Flow+Option&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-12-21 ER - TY - RPRT T1 - Generalized Real-Time Flood Control System Model AN - 19449622; 7399403 AB - A comprehensive series of interconnected computer models are described which assist water control managers in operating reservoir systems during real-time flood emergencies. The need for and the desirable features of a transportable comprehensive software systems are presented along with a description of the various computer models developed for this purpose by the Hydrologic Engineering Center of the US Army Corps of Engineers. The functions, capabilities and interties of the data management, operation, forecast and display computer modules used in this software system are described and an example application of this system on one of the Corps' reservoir systems is presented. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S AU - Pabst, A F Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 22 KW - Water Resources Abstracts KW - Flood Control KW - Engineering KW - Hydrologic Models KW - Floods KW - Computers KW - Reservoir Operation KW - Computer Models KW - Water Control KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449622?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S%3BPabst%2C+A+F&rft.aulast=Eichert&rft.aufirst=B&rft.date=1982-04-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Generalized+Real-Time+Flood+Control+System+Model&rft.title=Generalized+Real-Time+Flood+Control+System+Model&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Gravity-gradient methods for the delineation of fault structures AN - 1469624717; 2013-098541 JF - Geophysics AU - Butler, Dwain K Y1 - 1982/04// PY - 1982 DA - April 1982 SP - 446 PB - Society of Exploration Geophysicists, Tulsa, OK VL - 47 IS - 4 SN - 0016-8033, 0016-8033 KW - United States KW - North America KW - horizontal-gradient methods KW - geophysical surveys KW - Basin and Range Province KW - vertical-gradient methods KW - potential field KW - geophysical methods KW - gravity methods KW - detection KW - San Andreas Fault KW - Tennessee KW - surveys KW - Kentucky KW - applications KW - faults KW - 16:Structural geology KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/1469624717?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Geophysics&rft.atitle=Gravity-gradient+methods+for+the+delineation+of+fault+structures&rft.au=Butler%2C+Dwain+K&rft.aulast=Butler&rft.aufirst=Dwain&rft.date=1982-04-01&rft.volume=47&rft.issue=4&rft.spage=446&rft.isbn=&rft.btitle=&rft.title=Geophysics&rft.issn=00168033&rft_id=info:doi/ L2 - http://library.seg.org/journal/gpysa7 LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists; 51st annual international meeting N1 - Copyright - GeoRef, Copyright 2013, American Geosciences Institute. N1 - Date revised - 2013-01-01 N1 - PubXState - OK N1 - Last updated - 2013-12-20 N1 - CODEN - GPYSA7 N1 - SubjectsTermNotLitGenreText - applications; Basin and Range Province; detection; faults; geophysical methods; geophysical surveys; gravity methods; horizontal-gradient methods; Kentucky; North America; potential field; San Andreas Fault; surveys; Tennessee; United States; vertical-gradient methods ER - TY - CONF T1 - Turbine venting at Clarks Hill Dam. AN - 13905283; 741709 AB - Like most deep water bodies, Clarks Hill Lake undergoes thermal stratification during the summer and early fall resulting in a relatively cold, oxygen depleted bottom layer of water termed the hypolimnion. The turbine intakes are located far below the surface in this hypolimnion; therefore, it is this lower layer of water that is released from the dam year-round, and during the summer, the waters released have relatively low dissolved oxygen (D.O.) concentrations. Georgia and South Carolina state water quality standards for the Savannah River below Clarks Hill Dam require an average daily D.O. concentration of 5 milligrams per liter (mg/l) with a minimum of 4 mg/l. Various methods have been investigated to improve the D.O. concentrations in the releases from Clarks Hill Dam. One method is to vent air into the draft tube below the hydropower turbine. AU - Mauldin, G V Y1 - 1982/03// PY - 1982 DA - Mar 1982 KW - artifical aeration KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - hypolimnion KW - dissolved oxygen KW - lakes KW - water quality control KW - Freshwater KW - thermal stratification KW - habitat improvement (chemical) KW - USA, Georgia, Savannah R. KW - Q2 09181:General KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13905283?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Turbine+venting+at+Clarks+Hill+Dam.&rft.au=Mauldin%2C+G+V&rft.aulast=Mauldin&rft.aufirst=G&rft.date=1982-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 425/9. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Cowlitz River basin sediment yields AN - 51616707; 1983-033037 JF - Eos, Transactions, American Geophysical Union AU - Bradley, Jeffrey B AU - Anonymous Y1 - 1982/02// PY - 1982 DA - February 1982 SP - 174 PB - American Geophysical Union, Washington, DC VL - 63 IS - 8 SN - 0096-3941, 0096-3941 KW - United States KW - Skamania County Washington KW - hydrology KW - Lewis County Washington KW - Washington KW - stream transport KW - Mount Saint Helens KW - sedimentation KW - rivers and streams KW - hydrogeology KW - Cowlitz County Washington KW - Cowlitz River KW - Cascade Range KW - Toutle River KW - transport KW - sediment yield KW - drainage basins KW - surveys KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51616707?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Eos%2C+Transactions%2C+American+Geophysical+Union&rft.atitle=Cowlitz+River+basin+sediment+yields&rft.au=Bradley%2C+Jeffrey+B%3BAnonymous&rft.aulast=Bradley&rft.aufirst=Jeffrey&rft.date=1982-02-01&rft.volume=63&rft.issue=8&rft.spage=174&rft.isbn=&rft.btitle=&rft.title=Eos%2C+Transactions%2C+American+Geophysical+Union&rft.issn=00963941&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - American Geophysical Union; 28th annual Pacific Northwest regional meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - PubXState - DC N1 - Last updated - 2012-06-07 N1 - CODEN - EOSTAJ N1 - SubjectsTermNotLitGenreText - Cascade Range; Cowlitz County Washington; Cowlitz River; drainage basins; hydrogeology; hydrology; Lewis County Washington; Mount Saint Helens; rivers and streams; sediment yield; sedimentation; Skamania County Washington; stream transport; surveys; Toutle River; transport; United States; Washington ER - TY - JOUR T1 - Optimal control of reservoir discharge quality through selective withdrawal; hydraulic laboratory investigation AN - 51495528; 1984-045380 JF - Technical Report E - U.S. Army Corps of Engineers, Waterways Experiment Station, Explosive Excavation Research Laboratory AU - Fontane, Darrell G AU - Labadie, John W AU - Loftis, Bruce Y1 - 1982/02// PY - 1982 DA - February 1982 SP - 33 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Explosive Excavation Research Laboratory, Livermore, CA VL - 82-1 SN - 0731-0811, 0731-0811 KW - water KW - water quality KW - experimental studies KW - hydraulics KW - reservoirs KW - thermal pollution KW - pollution KW - discharge KW - temperature KW - storage KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51495528?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Fontane%2C+Darrell+G%3BLabadie%2C+John+W%3BLoftis%2C+Bruce&rft.aulast=Fontane&rft.aufirst=Darrell&rft.date=1982-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Optimal+control+of+reservoir+discharge+quality+through+selective+withdrawal%3B+hydraulic+laboratory+investigation&rft.title=Optimal+control+of+reservoir+discharge+quality+through+selective+withdrawal%3B+hydraulic+laboratory+investigation&rft.issn=07310811&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 12 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - CA N1 - Document feature - illus. N1 - SuppNotes - Environmental and Water Quality Operational Studies N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - discharge; experimental studies; hydraulics; pollution; reservoirs; storage; temperature; thermal pollution; water; water quality ER - TY - BOOK T1 - River and reservoir systems water quality modeling capability AN - 20297360; 7371816 AB - During the late 1960's and early 1970's, water quality mathematical modeling consisted of reservoir temperature and stream temperature, dissolved oxygen and biochemical oxygen demand analysis. The U.S. Army Corps of Engineers was extremely active in the area of reservoir temperature analysis during this period. Several reservoir temperature models were developed either by or for the Corps [1, 2, 3 and 4]. These same models are not only still available today, but also are widely used for water temperature studies within the Corps and by consulting engineering firms worldwide. JF - Proceedings of a Seminar on Attaining Water Quality Goals Through Water Management Procedures AU - Willey, R G Y1 - 1982/02// PY - 1982 DA - February 1982 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; Water Resources Abstracts KW - SP-14 KW - water quality KW - Water Management KW - Water reservoirs KW - Water Temperature KW - Freshwater KW - Water quality KW - Streams KW - Dissolved oxygen KW - Engineering KW - Reservoirs KW - Modelling KW - Rivers KW - Water Quality KW - Dissolved Oxygen KW - Temperature KW - rivers KW - Model Studies KW - USA KW - Water management KW - Biochemical oxygen demand KW - water temperature KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20297360?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Willey%2C+R+G&rft.aulast=Willey&rft.aufirst=R&rft.date=1982-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=River+and+reservoir+systems+water+quality+modeling+capability&rft.title=River+and+reservoir+systems+water+quality+modeling+capability&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - The ports of Miami, Port Everglades, Palm Beach, and Port Canaveral, Florida T2 - Port ser. no. 16 AN - 59264525; 1983-1500283 JF - Casey Bldg., Fort Belvoir, VA 22060, 1982. vi+144+ pp. Y1 - 1982///0, PY - 1982 DA - 0, 1982 EP - vi+144+ PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- United States KW - Florida -- Economic conditions UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59264525?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B144%2B&rft.isbn=&rft.btitle=The+ports+of+Miami%2C+Port+Everglades%2C+Palm+Beach%2C+and+Port+Canaveral%2C+Florida&rft.title=The+ports+of+Miami%2C+Port+Everglades%2C+Palm+Beach%2C+and+Port+Canaveral%2C+Florida&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $8.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - rev+3 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Pittsburgh, PA and ports on the Ohio, Monongahela, and Allegheny Rivers, PA T2 - Port ser. no. 60, rev. 1982 AN - 59263001; 1983-0306090 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1982. vi+130+10 pp. Y1 - 1982///0, PY - 1982 DA - 0, 1982 EP - vi+130+10 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ohio river KW - Ports -- United States KW - Monongahela river KW - Inland water transportation -- United States KW - Allegheny river KW - Pennsylvania -- Transportation sector UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59263001?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B130%2B10&rft.isbn=&rft.btitle=The+port+of+Pittsburgh%2C+PA+and+ports+on+the+Ohio%2C+Monongahela%2C+and+Allegheny+Rivers%2C+PA&rft.title=The+port+of+Pittsburgh%2C+PA+and+ports+on+the+Ohio%2C+Monongahela%2C+and+Allegheny+Rivers%2C+PA&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $11 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Oakland-Alameda, Richmond, and ports on Carquinez Strait, California T2 - Port ser. no. 31 AN - 59262637; 1983-1500257 JF - Casey Bldg., Fort Belvoir, VA 22060, 1982. vi+124+ pp. Y1 - 1982///0, PY - 1982 DA - 0, 1982 EP - vi+124+ PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- California UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59262637?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B124%2B&rft.isbn=&rft.btitle=The+ports+of+Oakland-Alameda%2C+Richmond%2C+and+ports+on+Carquinez+Strait%2C+California&rft.title=The+ports+of+Oakland-Alameda%2C+Richmond%2C+and+ports+on+Carquinez+Strait%2C+California&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $8 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - rev+3 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Port of St. Louis, MO and ports on upper Mississippi River: miles 0 to 300 AOR [above Ohio River] T2 - Port ser. no. 70 AN - 59258443; 1983-1501386 JF - Casey Bldg., Fort Belvoir, VA 22060, 1982. vi+110+4 pp. Y1 - 1982///0, PY - 1982 DA - 0, 1982 EP - vi+110+4 PB - Casey Bldg., Fort Belvoir, VA 22060 KW - Ports -- United States KW - Midwestern states -- Economic conditions KW - Saint Louis, Missouri UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59258443?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B110%2B4&rft.isbn=&rft.btitle=Port+of+St.+Louis%2C+MO+and+ports+on+upper+Mississippi+River%3A+miles+0+to+300+AOR&rft.title=Port+of+St.+Louis%2C+MO+and+ports+on+upper+Mississippi+River%3A+miles+0+to+300+AOR&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Casey Bldg., Fort Belvoir, VA 22060 pa $8.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Natchez, Vicksburg, & Greenville, MS and ports on lower Mississippi River: miles 255 to 620 A.H.P. [above head of passes] T2 - Port ser. no. 72 AN - 59244569; 1983-0306088 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1982. vi+72+4 pp. Y1 - 1982///0, PY - 1982 DA - 0, 1982 EP - vi+72+4 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Natchez, Mississippi KW - Ports -- Mississippi UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59244569?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B72%2B4&rft.isbn=&rft.btitle=The+ports+of+Natchez%2C+Vicksburg%2C+%26+Greenville%2C+MS+and+ports+on+lower+Mississippi+River%3A+miles+255+to+620+A.H.P.&rft.title=The+ports+of+Natchez%2C+Vicksburg%2C+%26+Greenville%2C+MS+and+ports+on+lower+Mississippi+River%3A+miles+255+to+620+A.H.P.&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $7.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - RPRT T1 - Analytical Instruments for Formulating an Evaluating Nonstructural Measures AN - 19453691; 7399656 AB - This document provides an annotated and illustrated summary of analytical aids, developed by the HEC, that have utility in formulating and evaluating nonstructural flood loss reduction measures in the planning setting. Twelve documents and computer programs are presented. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Burnham, M W Y1 - 1982/01// PY - 1982 DA - January 1982 SP - 60 KW - Water Resources Abstracts KW - Computer Programs KW - Training KW - Floods KW - Planning KW - Utilities KW - SW 5010:Network design UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453691?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Burnham%2C+M+W&rft.aulast=Burnham&rft.aufirst=M&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=60&rft.isbn=&rft.btitle=Analytical+Instruments+for+Formulating+an+Evaluating+Nonstructural+Measures&rft.title=Analytical+Instruments+for+Formulating+an+Evaluating+Nonstructural+Measures&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Flood Preparedness Planning: Metropolitan Phoenix Area AN - 19453672; 7399446 AB - The report, "Flood Preparedness Planning, Metropolitan Phoenix Area", was prepared by the Hydrologic Engineering Center (HEC) for the Los Angeles District, Corps of Engineers. The Stage II level planning study investigated enhancement potentials for existing flood emergency preparedness plans. The study used an existing grid cell data bank and the DAMCAL and EAD computer programs to determine existing and modified expected annual damage values. Feasibility assessments included use of interviews, flood scenarios as well as the analytical techniques. Report findings are presented. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1982/01// PY - 1982 DA - January 1982 SP - 102 KW - Water Resources Abstracts KW - USA, California, Los Angeles KW - Damage KW - Engineering KW - Assessments KW - Computer Programs KW - Floods KW - Planning KW - Banks KW - Stages KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453672?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=102&rft.isbn=&rft.btitle=Flood+Preparedness+Planning%3A+Metropolitan+Phoenix+Area&rft.title=Flood+Preparedness+Planning%3A+Metropolitan+Phoenix+Area&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - CONF T1 - Denison management releases. AN - 13905430; 741801 AB - Recent fish kills below two Oklahoma projects revealed the need for a management practice to prevent fish kills associated with low DO. DO concentrations in releases made through flood conduits were aerated to saturation values from anoxic conditions due to the turbluent nature of the release. A high flow rate, short duration conduit release was tested at Denison Dam. A low flow rate, continuous conduit release was tested at Denison, Keystone, and Tenkiller Ferry Dams. A partial epilimnetic release made through the conduit at Denison Dam was also tested. A 10,000 cfs release for 30 minutes was tested to determine if this was a desirable management practice during a fish kill. The downstream DO concentrations were raised from near anoxia to near saturation values almost immediately. AU - Punnett, R E AU - Culbertson, J C Y1 - 1982 PY - 1982 DA - 1982 KW - USA, Oklahoma, Denison Dam KW - reservoirs (water) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - anoxia KW - water management KW - fish kill KW - fishery management KW - Freshwater KW - Q2 09181:General KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13905430?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Denison+management+releases.&rft.au=Punnett%2C+R+E%3BCulbertson%2C+J+C&rft.aulast=Punnett&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 422/6. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - An update on dredging activities in the Pacific Northwest. AN - 13905325; 741858 AB - This paper provides a brief update on some of the major dredging-related activities in the Pacific Northwest. Four items were briefly discussed -- Mt. St. Helens, Jetties, Dredging Plant and Studies. A view is presented that traditional fears of water quality degradation resulting from dredging-related activities are, for the most part, unfounded. AU - Hopman, R J A2 - Willey, RG (ed) Y1 - 1982 PY - 1982 DA - 1982 SP - 8 KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - dredging KW - groynes KW - water quality control KW - Q2:09444 KW - Q1:08505 KW - Q5 08522:Protective measures and control KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13905325?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Hopman%2C+R+J&rft.aulast=Hopman&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=8&rft.isbn=&rft.btitle=An+update+on+dredging+activities+in+the+Pacific+Northwest.&rft.title=An+update+on+dredging+activities+in+the+Pacific+Northwest.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 417/6. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Water quality management at Harry S. Truman Dam and Reservoir. AN - 13903863; 741762 AB - Harry S. Truman Dam is located in west central Missouri on the Osage River and in the headwater of the well known Lake of the Ozarks, which is one of the most highly developed recreational lakes in the entire Midwest. Construction and operation of the Harry S. Truman project has created the potential for directly affecting the water quality of the Lake of the Ozarks. This paper describes the features of the Harry S. Truman project, the development of a water quality monitoring program for the project, and operating experience since closure of the embankment in July 1977. Major fish kills have occurred as a result of supersaturation downstream of Harry S. Truman Dam. Brief periods of depressed dissolved oxygen levels in the tailwater area have also occurred. In both cases structural modifications and adjustments in project operations have provided solutions that will significantly reduce downstream water quality problems. AU - Linder, WM Y1 - 1982 PY - 1982 DA - 1982 KW - reservoirs (water) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - dissolved oxygen KW - fish kill KW - water quality control KW - Freshwater KW - USA, Missouri, Osage R. KW - Q1:08504 KW - Q2:09443 KW - Q5 08505:Prevention and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13903863?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Water+quality+management+at+Harry+S.+Truman+Dam+and+Reservoir.&rft.au=Linder%2C+WM&rft.aulast=Linder&rft.aufirst=WM&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 426/7. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Ocean dumping of material off the Louisiana Coast. AN - 13901731; 741845 AB - On 23 October 1972, Congress passed the Marine Protection, Research, and Sanctuaries Act, commonly known as the Ocean Dumping Act. The Environmental Protection Agency (EPA) published the final revision to the Ocean Dumping Regulation on 11 January 1977. Ocean waters, as far as Louisiana is concerned, are those waters which lie beyond the Louisiana coastline. Transportation of dredged material has been defined by the Chief of Engineers Office as material which is carried through a cutterhead discharge line in addition to that which is transported by a hopper dredge or barge. Therefore, all dredging performed in the Gulf of Mexico off the Louisiana coast must meet the requirements of the Ocean Dumping Act. The Ocean Dumping Regulation requires that bioassay and bioaccumulation tests be performed unless disposal operations can be excluded under section 227.13. AU - Hardy, R J A2 - Willey, RG (ed) Y1 - 1982 PY - 1982 DA - 1982 KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - ocean dumping KW - Marine KW - dredging KW - ASW, USA, Louisiana KW - pollution legislation KW - marine pollution KW - Q2:09444 KW - O 4080:Pollution - Control and Prevention KW - Q5 08505:Prevention and control KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13901731?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Hardy%2C+R+J&rft.aulast=Hardy&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ocean+dumping+of+material+off+the+Louisiana+Coast.&rft.title=Ocean+dumping+of+material+off+the+Louisiana+Coast.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 420/0. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - O&M dredging experience as related to channel deepening for coal ports. AN - 13900507; 741830 AB - The Norfolk District, Corps of Engineers, has been involved in innovative channel design, dredging techniques, disposal operations, and environmental coordination which favorably impact on water quality. Innovative channel design for coal export shipping lanes will minimize dredging. The design will employ a computerized ship maneuvering simulator operated by the U.S. Maritime Association and their Computer Aided Operations Research Facility (CAORF). A dredging demonstration with nationwide application in the removal of contaminated sediments is underway on the James River. The demonstration will document the advantages of dredging in a riverine system with different dredge heads: a cutterhead and a dustpan head. Engineering studies indicate that a dustpan head will dredge at near in-place density and thereby reduce turbidity and disposal problems. The district, with the assistance of Federal and state environmental agencies, has mode site specific studies to determine the propriety of seasonal dredging restrictions. In four cases the restrictions were found to be unnecessary. AU - Vann, R G A2 - Willey, RG (ed) Y1 - 1982 PY - 1982 DA - 1982 KW - ANW, USA, Virginia, James R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - dredging KW - water quality KW - Brackish KW - channels KW - shipping lanes KW - Freshwater KW - O 6040:Mining and Dredging Operations KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13900507?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Vann%2C+R+G&rft.aulast=Vann&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=O%26M+dredging+experience+as+related+to+channel+deepening+for+coal+ports.&rft.title=O%26M+dredging+experience+as+related+to+channel+deepening+for+coal+ports.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 421/8. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Disposal of highly contaminated dredged material. AN - 13888908; 741191 AB - In this paper, the author will discuss the approach that he has developed to address the question of how much is too much for the ocean discharge of New York Harbor dredged material. In addition, he will present a synopsis of the ongoing efforts to manage the "too much" category. AU - Pierce, R J Y1 - 1982 PY - 1982 DA - 1982 KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - ocean dumping KW - Marine KW - ANW, USA, New York KW - dredging KW - marine pollution KW - Brackish KW - waste disposal KW - pollution control KW - Q1:08522 KW - Q2:09444 KW - O 4080:Pollution - Control and Prevention KW - Q5 08505:Prevention and control KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13888908?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Disposal+of+highly+contaminated+dredged+material.&rft.au=Pierce%2C+R+J&rft.aulast=Pierce&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 419/2. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Public water supply, Red River Parish, Louisiana. AN - 13887470; 746639 AB - Red River Parish, located in northwest Louisiana, is without an adequate supply of good quality potable water. This Environmental Impact Statement addresses alternatives which would produce a new source of water and a resulting increase in economy through new industry and residential growth. The two reasonable alternatives discussed in this Environmental Impact Statement are: (1) withdrawal of water and the construction of a transmission pipeline from the Red River and (2) a reservoir built on the Grand Bayou near Coushatta, Red River Parish, and the construction of a transmission pipeline from the reservoir. Y1 - 1982 PY - 1982 DA - 1982 KW - USA, Louisiana, Red River Parish KW - environmental data KW - reservoirs (water) KW - ASFA 3: Aquatic Pollution & Environmental Quality KW - water supply KW - environmental impact KW - Freshwater KW - construction KW - pipelines KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13887470?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Public+water+supply%2C+Red+River+Parish%2C+Louisiana.&rft.title=Public+water+supply%2C+Red+River+Parish%2C+Louisiana.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No. AD-A135 266/5. Final environmental impact statement. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - The experience of the St. Paul District, Corps of Engineers, with state coordination of dredging activities. AN - 13885826; 741188 AB - Contents: The 1973 Wisconsin Lawsuit, The 1975 Minnesota Lawsuit, The Clean Water Act of 1977, Minnesota Contested Hearing of 1978, Wisconsin Hearing, Coordination with Iowa, and Discharges from Confined Disposal Facilities Regulated Under Section 402 or Section 404 of the Clean Water Act. AU - Whiting, R J Y1 - 1982 PY - 1982 DA - 1982 KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - water policy KW - dredging KW - USA, Iowa KW - USA, Wisconsin KW - waste disposal KW - Q2:09444 KW - O 4080:Pollution - Control and Prevention KW - Q5 08505:Prevention and control KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13885826?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=The+experience+of+the+St.+Paul+District%2C+Corps+of+Engineers%2C+with+state+coordination+of+dredging+activities.&rft.au=Whiting%2C+R+J&rft.aulast=Whiting&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 418/4. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Lake Erie nutrient loads, 1970-1980. AN - 13883819; 731254 AB - This program was designed to monitor concentration changes occurring in association with increased streamflow with primary emphasis placed on sampling during high flow conditions (when the bulk of mass transport occurs). The nutrient loadings presented include total phosphorus, orthophosphate, nitrite-basin, ammonia, organic nitrogen, chloride, and silica. A three-basin, in-lake, total phosphorus model is presented and in-lake concentrations are modeled using the calculated 1970-1980 loadings. The results are compared with measured in-lake values. AU - Yaksich, S M AU - Melfi, DA AU - Baker, D B AU - Kamer, J W Y1 - 1982 PY - 1982 DA - 1982 KW - America, Erie L. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - river discharge KW - eutrophication KW - nutrients (mineral) KW - mathematical models KW - Freshwater KW - Q2 09184:Composition of water KW - Q5 08504:Effects on organisms KW - Q2:09441 KW - Q1 08481:Productivity UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13883819?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Yaksich%2C+S+M%3BMelfi%2C+DA%3BBaker%2C+D+B%3BKamer%2C+J+W&rft.aulast=Yaksich&rft.aufirst=S&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Lake+Erie+nutrient+loads%2C+1970-1980.&rft.title=Lake+Erie+nutrient+loads%2C+1970-1980.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A132 454/0; Report on Lake Erie Wastewat. Manage. Study. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Mount St. Helens recovery operations. AN - 13882237; 741182 AB - Following the catastrophic eruption of Mount St. Helens, Portland District, Corps of Engineers began perhaps the most unusual recovery operation in the history of the Corps. The purpose of this presentation is to portray, in general terms, the emergency situation that existed and the recovery measures implemented by Portland District. AU - Willis, R E Y1 - 1982 PY - 1982 DA - 1982 KW - USA, Oregon, Mt. St. Helens KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - water quality KW - ashes KW - volcanism KW - environmental impact KW - water management KW - Freshwater KW - Q2:09443 KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13882237?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Mount+St.+Helens+recovery+operations.&rft.au=Willis%2C+R+E&rft.aulast=Willis&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 423/4. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Economic analysis of water main breaks AN - 13881342; 198202061 AB - The authors describe a simple method for determining which pipes in a distribution system need to be replaced, based on pipe age, type of pipe, diameter, occurrence of previous breaks, and temperature, and for predicting the costs of repairing breaks in mains over the next 20 years. The application of the method to the distribution system of Binghamton, N.Y. , is outlined. JF - Journal of the American Water Resources Association AU - Walski, T M AU - Pelliccia, A AD - U.S. Army Corps of Engineers Y1 - 1982 PY - 1982 DA - 1982 SP - 140 EP - 147 VL - 74 IS - 3 SN - 1093-474X, 1093-474X KW - Pipes (see also conduits, drains, pipelines,sewers) KW - Aqualine Abstracts KW - AQ 00005:Underground Services and Water Use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13881342?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+the+American+Water+Resources+Association&rft.atitle=Economic+analysis+of+water+main+breaks&rft.au=Walski%2C+T+M%3BPelliccia%2C+A&rft.aulast=Walski&rft.aufirst=T&rft.date=1982-01-01&rft.volume=74&rft.issue=3&rft.spage=140&rft.isbn=&rft.btitle=&rft.title=Journal+of+the+American+Water+Resources+Association&rft.issn=1093474X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Persistent organic chemicals in sewage effluents. 2. Quantitative determinations of nonylphenols and nonylphenol ethoxylates by glass capillary gas chromatography AN - 13880534; 198300634 AB - Glass capillary gas chromatography was used to determine the levels of nonylphenols, nonylphenol monoethoxylates, and nonylphenol diethoxylates detected in effluents from six mechanical-biological sewage works (see WRC Information, 1982, 9, No.7, Abstr. No.0541) . The results are described with tables and graphs, and the sources of these compounds (possibly the refractory metabolites of nonionic surfactants) and their potential environmental effects, particularly their high toxicity to aquatic organisms, is discussed. A bibliography of 20 references is appended. JF - Environmental Science & Technology AU - Stephanou, E AU - Giger, W AD - Swiss Federal Institute for Water Resources and Water Pollution Control Y1 - 1982 PY - 1982 DA - 1982 SP - 800 EP - 805 VL - 16 IS - 11 SN - 0013-936X, 0013-936X KW - Ethoxylates KW - Nonylphenolethoxylates KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13880534?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Science+%26+Technology&rft.atitle=Persistent+organic+chemicals+in+sewage+effluents.+2.+Quantitative+determinations+of+nonylphenols+and+nonylphenol+ethoxylates+by+glass+capillary+gas+chromatography&rft.au=Stephanou%2C+E%3BGiger%2C+W&rft.aulast=Stephanou&rft.aufirst=E&rft.date=1982-01-01&rft.volume=16&rft.issue=11&rft.spage=800&rft.isbn=&rft.btitle=&rft.title=Environmental+Science+%26+Technology&rft.issn=0013936X&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Bloomington lake/Potomac river water resources project AN - 13877360; 198203835 AB - A description is given of the Bloomington lake project opened in 1981 after nineteen years of development and designed to improve flood control and water quality. The project consists of a main embankment, dike, spillway, intake tower and tunnel; a railway line and various dwellings were relocated during construction. Details are given of the flood control storage of Bloomington lake. The Maryland Potomac Water Authority has contracted for the available water supply storage. Some of the effects of acid mine drainage and industrial water pollution have been alleviated. Water quality will be monitored between the resulting series of reservoirs. JF - Civil Engineering (ASCE) AU - Peck, J W AD - U.S. Army Corps of Engineers Y1 - 1982 PY - 1982 DA - 1982 SP - 47 EP - 49 VL - 52 IS - 6 KW - Water authorities KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13877360?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Civil+Engineering+%28ASCE%29&rft.atitle=Bloomington+lake%2FPotomac+river+water+resources+project&rft.au=Peck%2C+J+W&rft.aulast=Peck&rft.aufirst=J&rft.date=1982-01-01&rft.volume=52&rft.issue=6&rft.spage=47&rft.isbn=&rft.btitle=&rft.title=Civil+Engineering+%28ASCE%29&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Processes governing primary biofilm formation AN - 13869982; 198300439 AB - Biofilm accumulation under turbulent flow at the surface of a circular tube is the net result of transport and adhesion of soluble components and microbial cells to the surface; metabolic conversions within the biofilm; and detachment of biofilm and re-entrainment in the bulk fluid. Deposition (combined transport and adsorption) was shown to be the only important factor in early biofilm accumulation and is significantly influenced by suspended biomass concentration, but not the Reynolds number. Biofilm decay rate is negligibly small for thin biofilms. Net biomass production rates are not affected by the Reynolds number or the suspended biomass concentration. Biofilm detachment rates however, increase continuously with biofilm accumulation and with increasing Reynolds number. JF - Biotechnology and Bioengineering AU - Bryers, J D AU - Characklis, W G AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1982 PY - 1982 DA - 1982 SP - 2451 EP - 2476 VL - 24 IS - 11 SN - 0006-3592, 0006-3592 KW - Suspended KW - Jn - biotechnology & bioengineering KW - Aqualine Abstracts KW - AQ 00006:Sewage UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13869982?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Biotechnology+and+Bioengineering&rft.atitle=Processes+governing+primary+biofilm+formation&rft.au=Bryers%2C+J+D%3BCharacklis%2C+W+G&rft.aulast=Bryers&rft.aufirst=J&rft.date=1982-01-01&rft.volume=24&rft.issue=11&rft.spage=2451&rft.isbn=&rft.btitle=&rft.title=Biotechnology+and+Bioengineering&rft.issn=00063592&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Adsorption of natural dissolved organic matter at the oxide/water interface AN - 13868854; S198309409 AB - Adsorption, microelectrophoresis and potentiometric titrations were used to study the surface of dissolved organic material at the oxide/water interface. The combined results are used to analyse the proton stoichiometry of the surface reactions, the role of organic functional groups and surface hydroxyls in the adsorption process and the extent of ionization of adsorbed organic compounds. Natural organic matter is readily adsorbed by alumina and kaolin in natural waters; oxides with acidic surface hydroxyls, such as silica, do not react strongly with the organic matter; a almost complete organic coating of adsorbed matter may be expected on alumina, hydrous iron oxides and the edge sites of aluminosilicates. Most of the acidic functional groups are neutralized by protons from solution and the coating is expected to have a significant influence on subsequent adsorption of inorganic ions. JF - Geochemica et Cosmochimica Acta AU - Davis, JA AD - Swiss Federal Institute for Water Resources and Water Pollution Control Y1 - 1982 PY - 1982 DA - 1982 SP - 2381 EP - 2393 VL - 46 IS - 11 KW - Inorganic -- (see also without this prefix) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13868854?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Geochemica+et+Cosmochimica+Acta&rft.atitle=Adsorption+of+natural+dissolved+organic+matter+at+the+oxide%2Fwater+interface&rft.au=Davis%2C+JA&rft.aulast=Davis&rft.aufirst=JA&rft.date=1982-01-01&rft.volume=46&rft.issue=11&rft.spage=2381&rft.isbn=&rft.btitle=&rft.title=Geochemica+et+Cosmochimica+Acta&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Draft environmental impact report/environmental impact statement, Bel Marin Keys unit 5. AN - 13862810; 709261 AB - Home Savings and Loan Association has applied to the U.S. Army, Corps of Engineers, San Francisco District, for a permit construct a 546 acre lagoon. The excavated material would be used to construct streets, levees and building pads for 1178 dwelling units on an additional 189 acres. The application also identifies the proposed construction of a 602 berth marina with deep water access to San Pablo Bay and Novato Creek via a navigational lock. The Marin County Planning Department completed an initial study which identified possible significant environmental impacts. The Corps of Engineers and Marin County have been designated as lead agencies for the preparation of a joint Environmental Impact Report/Environmental Impact Statement (EIR/EIS) to further identify the potential environmental consequences of the proposed project and several alternatives which were developed by Marin Courty and the Corps of Engineers. Y1 - 1982 PY - 1982 DA - 1982 KW - USA, California, Marin County KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - marinas KW - environmental impact KW - resource development KW - Brackish KW - lagoons KW - construction KW - Q2 09327:Coast defences and harbour works KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13862810?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Draft+environmental+impact+report%2Fenvironmental+impact+statement%2C+Bel+Marin+Keys+unit+5.&rft.title=Draft+environmental+impact+report%2Fenvironmental+impact+statement%2C+Bel+Marin+Keys+unit+5.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A119 382/0. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Draft environmental impact report/environmental impact statement, Bel Marin Keys unit 5. Appendices. AN - 13859283; 709249 AB - This report is a Joint State/Federal environmental impact document concerning a regulatory permit application by Home Savings & Loan under Section 10 the River and Harbor Act of 1899 and Section 404 of the Clean Water Act. The proposed project involves waterfront residential/commercial development on approximately 735 acres with an additional estimated 875 acres to be committed to open space and environmental enhancement. Y1 - 1982 PY - 1982 DA - 1982 KW - USA, California, Marin County KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - marinas KW - environmental impact KW - resource development KW - Brackish KW - construction KW - Q2 09327:Coast defences and harbour works KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13859283?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Draft+environmental+impact+report%2Fenvironmental+impact+statement%2C+Bel+Marin+Keys+unit+5.+Appendices.&rft.title=Draft+environmental+impact+report%2Fenvironmental+impact+statement%2C+Bel+Marin+Keys+unit+5.+Appendices.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A119 383/8; Appendices to AD-A119 382. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - A public participation decision to fill a Pacific Northwest reservoir AN - 13844815; S198517779 AB - Construction of the multipurpose Lost Creek dam was completed during a drought. Closure of the diversion tunnel to impound water was opposed by federal, state and local agencies because of the potential danger to the nationally acclaimed anadromous fishery downstream. After public participation in the decision making, the diversion tunnel was closed, although later than originally planned. The effects of impoundment were monitored and are described. The actions of the various agencies involved are critically discussed. JF - Canadian Water Resources Journal AU - Cassidy, R A AU - Johnson, E B AD - U.S. Army Corps of Engineers, Portland, Ore. Y1 - 1982 PY - 1982 DA - 1982 SP - 305 EP - 314 VL - 7 IS - 2 KW - Fish (see also individual groups listed below) KW - Hazard KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13844815?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Canadian+Water+Resources+Journal&rft.atitle=A+public+participation+decision+to+fill+a+Pacific+Northwest+reservoir&rft.au=Cassidy%2C+R+A%3BJohnson%2C+E+B&rft.aulast=Cassidy&rft.aufirst=R&rft.date=1982-01-01&rft.volume=7&rft.issue=2&rft.spage=305&rft.isbn=&rft.btitle=&rft.title=Canadian+Water+Resources+Journal&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The establishment of water quality gradients in reservoirs AN - 13837980; S198517957 AB - Three intensive water quality surveys were carried out in March, June and September at a large hydropower reservoir to establish any spatial and temporal variations in the chemical, biological and physical parameters investigated. Dissolved oxygen, temperature, specific conductivity, transparency, turbidity, total phosphorus and chlorophyll-a were measured. Longitudinal gradients were found in all the surveys. Water quality gradients were related to lake morphology, hydrodynamics, sedimentation, hydrology and inflow water quality. It was suggested that these gradients should be considered when interpreting reservoir water quality data and in the design of water quality sampling programmes. JF - Canadian Water Resources Journal AU - Kennedy, R H AU - Thornton, K W AU - Gunkel, R C AD - U.S. Army Corps of Engineers, Vicksburgh, Miss. Y1 - 1982 PY - 1982 DA - 1982 SP - 71 EP - 87 VL - 7 IS - 1 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13837980?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Canadian+Water+Resources+Journal&rft.atitle=The+establishment+of+water+quality+gradients+in+reservoirs&rft.au=Kennedy%2C+R+H%3BThornton%2C+K+W%3BGunkel%2C+R+C&rft.aulast=Kennedy&rft.aufirst=R&rft.date=1982-01-01&rft.volume=7&rft.issue=1&rft.spage=71&rft.isbn=&rft.btitle=&rft.title=Canadian+Water+Resources+Journal&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Mathematical modelling of sediment measurement AN - 13808870; S198722105 AB - The volume and location of sediment deposits, expected annual maintenance dredging, and the resulting water surface profiles of the Lower Granite Reservoir were simulated using HEC-6, a scour and deposition model for rivers and reservoirs. JF - Gravel-bed Rivers (edited by R.D. Hey. J.C. Bathurst, and C.R. Thorne), John Wiley AU - Thomas, WA AD - U.S. Army Corps of Engineers Waterways Experimental Station, Vicksburg, Miss. Y1 - 1982 PY - 1982 DA - 1982 SP - 487 EP - 511 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13808870?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Gravel-bed+Rivers+%28edited+by+R.D.+Hey.+J.C.+Bathurst%2C+and+C.R.+Thorne%29%2C+John+Wiley&rft.atitle=Mathematical+modelling+of+sediment+measurement&rft.au=Thomas%2C+WA&rft.aulast=Thomas&rft.aufirst=WA&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=487&rft.isbn=&rft.btitle=&rft.title=Gravel-bed+Rivers+%28edited+by+R.D.+Hey.+J.C.+Bathurst%2C+and+C.R.+Thorne%29%2C+John+Wiley&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Patchogue River, Westbrook, Connecticut. Small navigation project, detailed project report and environmental assessment. AN - 13694979; 569645 AB - This study investigated the existing navigation system in the Patchogue River, Westbrook, Conn. to determine the feasibility of providing navigation improvements for recreational boaters and commercial fishing vessels. Plans involves the widening of the existing navigation channel from 75 to 125 feet from deep water in Long Island Sound to the confluence of the Patchoque and Menunketesuch Rivers, a distance of approximately 1,800 feet. Depth would be maintained at the existing depth of 8 feet MLW. The benefit-cost ratio (BCR) is 7.2 to 1. JF - ACE, WALTHAM, MA (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, WALTHAM, MA (USA) KW - USA, Connecticut, Patchogue R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - dredging KW - navigational channels KW - environmental impact KW - harbors KW - Freshwater KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13694979?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Patchogue+River%2C+Westbrook%2C+Connecticut.+Small+navigation+project%2C+detailed+project+report+and+environmental+assessment.&rft.title=Patchogue+River%2C+Westbrook%2C+Connecticut.+Small+navigation+project%2C+detailed+project+report+and+environmental+assessment.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A125 801/1. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Vermilion Harbor, Ohio. Conditions survey report. Study of the impact of the offshore breakwater on: A. Municipal water supply. B. Swimming area and beaches. C. Ice jam flooding. D. Free-flow flooding. E. Sedimentation. F. Navigation. G. Aesthetics. AN - 13692423; 569683 JF - ACE, BUFFALO, NY (USA). 1982. AU - Fabos, M C AU - Conley, J Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, BUFFALO, NY (USA) KW - USA, Ohio, Vermillion Harbor KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - breakwaters KW - water supply KW - navigation KW - environmental impact KW - ice jams KW - floods KW - sedimentation KW - Freshwater KW - recreation KW - Q2 09271:Coastal morphology KW - Q2 09264:Sediments and sedimentation KW - Q2 09284:Hydrodynamics, wave, current and ice forces KW - Q2 09327:Coast defences and harbour works KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13692423?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Fabos%2C+M+C%3BConley%2C+J&rft.aulast=Fabos&rft.aufirst=M&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Vermilion+Harbor%2C+Ohio.+Conditions+survey+report.+Study+of+the+impact+of+the+offshore+breakwater+on%3A+A.+Municipal+water+supply.+B.+Swimming+area+and+beaches.+C.+Ice+jam+flooding.+D.+Free-flow+flooding.+E.+Sedimentation.+F.+Navigation.+G.+Aesthetics.&rft.title=Vermilion+Harbor%2C+Ohio.+Conditions+survey+report.+Study+of+the+impact+of+the+offshore+breakwater+on%3A+A.+Municipal+water+supply.+B.+Swimming+area+and+beaches.+C.+Ice+jam+flooding.+D.+Free-flow+flooding.+E.+Sedimentation.+F.+Navigation.+G.+Aesthetics.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A125 562/9; Microfiche copies only. N1 - Last updated - 2014-05-05 ER - TY - CONF T1 - Water quality laboratory analysis. AN - 13650045; 534582 AB - The author discusses some of the important links between the lab and the user and suggests ways the user can minimize problems in the procurement of laboratory services and assure the goal of obtaining representative data. JF - ACE, WALTHAM, MA (USA). 5 pp. 1982. AU - DiBuono, R J Y1 - 1982 PY - 1982 DA - 1982 SP - 5 PB - ACE, WALTHAM, MA (USA) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - research institutions KW - water quality KW - experimental research KW - data acquisition KW - laboratories KW - Q2:09442 KW - Q5 08502:Methods and instruments UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13650045?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=conference&rft.jtitle=&rft.atitle=Water+quality+laboratory+analysis.&rft.au=DiBuono%2C+R+J&rft.aulast=DiBuono&rft.aufirst=R&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=5&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-P000 407/7. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Environmental assessment/section 404(b) evaluation and finding of no significant impact for the maintenance dredging of the Black Rock Harbor-Cedar Creek federal navigation channel, Bridgeport, Connecticut. AN - 13619263; 505206 AB - Maintenance dredging is proposed for the Black Rock Harbor-Cedar Creek federal navigation channel and the western portion of the Bridgewater Harbor Anchorage Area. Approximately 10,000 to 15,000 cubic yards (c.y.) of sediment from the central section of the channel would be dredged by a hydraulic dredge and deposited onto an intertidal mudflat area which would be confined by a steel bulkhead. An upland-intertidal marsh habitat would be created for a proposed field research program (Field Verification Program (AFVP)) which would study the long term impacts of this type of disposal. The remainder of the sediments derived from the central section of the channel (70,000 c.y.) would be dredged by clamshell dredge and deposited in an uncapped mound at the Central Long Island Sound Disposal Site, near New Haven. JF - ACE/NED, WALTHAM, MA (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE/NED, WALTHAM, MA (USA) KW - maintenance KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - dredging KW - environmental monitoring KW - salt marshes KW - Brackish KW - channels KW - ANW, USA, Connecticut, Bridgeport KW - Freshwater KW - Q1:08501 KW - O 6040:Mining and Dredging Operations KW - Q2:09443 KW - Q5 08521:Mechanical and natural changes KW - Q2 09124:Coastal zone management UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13619263?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Environmental+assessment%2Fsection+404%28b%29+evaluation+and+finding+of+no+significant+impact+for+the+maintenance+dredging+of+the+Black+Rock+Harbor-Cedar+Creek+federal+navigation+channel%2C+Bridgeport%2C+Connecticut.&rft.title=Environmental+assessment%2Fsection+404%28b%29+evaluation+and+finding+of+no+significant+impact+for+the+maintenance+dredging+of+the+Black+Rock+Harbor-Cedar+Creek+federal+navigation+channel%2C+Bridgeport%2C+Connecticut.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 590/3. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Wynoochee hydropower/fish hatchery: Feasibility report and environmental impact statement. AN - 13619189; 510632 AB - Presents results of a feasibility study on the desirability of developing the hydropower potential and fish enhancement opportunities at Wynoochee Dam, Washington. Recommended plan is an 11.3 megawatt hydropower addition which would produce an average 36,900 megawatt hours energy per year and a 405,000 - pound hatchery for anadromous fish which would add 127,500 adult fish to the annual harvest. Investment cost would be $43,410,000 (October 1981) of which $23,420,000 is for the hydropower facility and $19,990,000 for the hatchery. JF - ACE, SEATTLE, WA (USA). 1982. AU - Waller, JO Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, SEATTLE, WA (USA) KW - USA, Washington, Wynoochee Dam KW - ecology KW - electric power plants KW - environmental impact KW - environmental impact statements KW - environmental protection KW - feasibility studies KW - fisheries KW - hatcheries KW - hydroelectric power generation KW - hydroelectric power plants KW - ASFA 3: Aquatic Pollution & Environmental Quality; Mechanical Engineering Abstracts (ISMEC); Pollution Abstracts KW - Freshwater KW - Q1 08601:General KW - P 9000:ENVIRONMENTAL ACTION KW - Q1 08605:Sport fishing KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13619189?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Waller%2C+JO&rft.aulast=Waller&rft.aufirst=JO&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Wynoochee+hydropower%2Ffish+hatchery%3A+Feasibility+report+and+environmental+impact+statement.&rft.title=Wynoochee+hydropower%2Ffish+hatchery%3A+Feasibility+report+and+environmental+impact+statement.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 049/2. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - The effects of Grays Harbor estuary sediment on the osmoregulatory ability of coho salmon smolts, Oncorhynchus kisutch . AN - 13618636; 505055 AB - Flow through bioassays were performed on smolting juvenile coho salmon with sediment from inner areas of Grays Harbor estuary. Previous work has shown that heavy metals have the ability to impair osmoregulatory capacity. Fish were exposed to these sediments for 9 days and then placed in seawater for 24 hours. Dredging activities occurring in the inner portion of Grays Harbor are not believed to be causing impairment of migrating smolts. JF - USACE, SEATTLE, WA (USA). 1982. AU - Kehoe, D M Y1 - 1982 PY - 1982 DA - 1982 PB - USACE, SEATTLE, WA (USA) KW - Oncorhynchus kisutch KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources; Oceanic Abstracts KW - Marine KW - dredging KW - INE, USA, Washington, Grays Harbor KW - osmoregulation KW - sediments KW - heavy metals KW - O 4020:Pollution - Organisms/Ecology/Toxicology KW - Q2:09445 KW - Q5 08504:Effects on organisms UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13618636?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Kehoe%2C+D+M&rft.aulast=Kehoe&rft.aufirst=D&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+effects+of+Grays+Harbor+estuary+sediment+on+the+osmoregulatory+ability+of+coho+salmon+smolts%2C+Oncorhynchus+kisutch+.&rft.title=The+effects+of+Grays+Harbor+estuary+sediment+on+the+osmoregulatory+ability+of+coho+salmon+smolts%2C+Oncorhynchus+kisutch+.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 206/6. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Final environmental impact statement for the designation of a disposal site for dredged material in western Long Island Sound, WLIS III. AN - 13617981; 505040 AB - Document addresses designation of an open water regional disposal site in Western Long Island Sound. Disposal operations would cause a localized and temporary turbidity to the immediate area of disposal. Localized reduction in dissolved oxygen and release of contaminants into the water column. Discharge of dredged material would bury benthic organisms, demersal fish and lobsters with immediate discharge areas. Conclusions, the impacts of disposal at the WLIS III and Site A are belived to be short term and localized to the immediate discharge area. JF - ACE/NED, WALTHAM, MA (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE/NED, WALTHAM, MA (USA) KW - ANW, Long Island Sound KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources; Oceanic Abstracts KW - Marine KW - dredging KW - environmental impact KW - benthos KW - waste disposal KW - O 6040:Mining and Dredging Operations KW - Q2:09445 KW - Q5 08504:Effects on organisms UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13617981?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Final+environmental+impact+statement+for+the+designation+of+a+disposal+site+for+dredged+material+in+western+Long+Island+Sound%2C+WLIS+III.&rft.title=Final+environmental+impact+statement+for+the+designation+of+a+disposal+site+for+dredged+material+in+western+Long+Island+Sound%2C+WLIS+III.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 605/9. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Draft programmatic environmental impact statement, Lake Darling flood control project, Souris River, North Dakota and draft feature environmental impact statement Velva flood control, Velva, North Dakota. AN - 13577000; 472999 AB - The proposed Lake Darling flood control project, authorized by the 1982 Energy and Water Development Act, consists of an approximate 4-foot raise of Lake Darling and associated upstream and downstream flood control measures, including Velva, North Dakota. This programmatic EIS covers all project features. The St. Paul District has been investigating flood control alternatives for the Souris River since 1963. A channel modification project in Minot was authorized in 1970 and construction is now complete. Construction of Burlington Dam was authorized in 1970. The 1982 legislation prohibits the Corps from doing further work unless directed by Congress. Most of the flood control features currently under evaluation were also features of the Burlington Dam project. JF - ACE, ST. PAUL, MN (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, ST. PAUL, MN (USA) KW - Lake Darling KW - USA, North Dakota, Darling L. KW - environmental impact statements KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources; Health & Safety Science Abstracts; Pollution Abstracts KW - flooding KW - environmental impact KW - Freshwater KW - dams KW - flood control KW - resource management KW - pollution control KW - P 9000:ENVIRONMENTAL ACTION KW - Q1:08522 KW - P 2000:FRESHWATER POLLUTION KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes KW - H SE1.22:LAKE AND RIVER ECOLOGY UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13577000?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Draft+programmatic+environmental+impact+statement%2C+Lake+Darling+flood+control+project%2C+Souris+River%2C+North+Dakota+and+draft+feature+environmental+impact+statement+Velva+flood+control%2C+Velva%2C+North+Dakota.&rft.title=Draft+programmatic+environmental+impact+statement%2C+Lake+Darling+flood+control+project%2C+Souris+River%2C+North+Dakota+and+draft+feature+environmental+impact+statement+Velva+flood+control%2C+Velva%2C+North+Dakota.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A121 525/0. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - General design memorandum. Phase I and Environmental Impact Statement for flood control and related purposes, Sheyenne River, North Dakota. AN - 13573278; 456576 AB - The selected plan would consist of a levee and diversion at West Fargo/Riverside; diversion from West Fargo to Horace; a 5-foot raise of Baldhill Dam. Fish rearing ponds and a hatchery building downstream of the dam would have to be replaced. About 140 acres of woodland and 125 acres of grassland would be required to compensate for the Dead Colt Creek tributary dam. Final mitigation requirements would be the responsibility of other agencies. JF - ACE, ST PAUL, MN (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, ST PAUL, MN (USA) KW - USA, North Dakota, Sheyenne R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - levees KW - environmental impact KW - flood control KW - Freshwater KW - Q2 09127:General papers on resources KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13573278?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=General+design+memorandum.+Phase+I+and+Environmental+Impact+Statement+for+flood+control+and+related+purposes%2C+Sheyenne+River%2C+North+Dakota.&rft.title=General+design+memorandum.+Phase+I+and+Environmental+Impact+Statement+for+flood+control+and+related+purposes%2C+Sheyenne+River%2C+North+Dakota.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A119 482/8; Review draft. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Detailed project report and environmental impact assessment for Lakeshore Park, Ashtabula, Ohio Beach Erosion Control and Shoreline Protection study. Stage 3 Documentation. Main report. AN - 13549736; 442347 AB - Lakeshore Park consists of approximately 50 acres of lakefront property located in the township of Ashatbula, Ohia. The Buffalo District has investigated public concerns of the Lakeshore Park study area related to shoreline protection and restoration of a recreational beach. Among other plans considered, two were selected for detailed study: alternative 2, consisting of a three-breakwater system protecting 800 feet of beachfill; and alternative 1, the no-action plan, would provide no structural features or beach nourishment. Alternative 2 has been selected for construction based on its performance in identiying public concerns and its net positive contributions to goal of National Economic Development. Implementation of any of the alternatives originally considered would not produce significant long-term adverse impact on the environment. JF - ACE, BUFFALO, NY (USA). 1982. Y1 - 1982 PY - 1982 DA - 1982 PB - ACE, BUFFALO, NY (USA) KW - USA, Ohio, Ashtabula, Lakeshore Park KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - breakwaters KW - recreational waters KW - shore protection KW - Freshwater KW - resource management KW - Q2 09327:Coast defences and harbour works KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13549736?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1982-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Detailed+project+report+and+environmental+impact+assessment+for+Lakeshore+Park%2C+Ashtabula%2C+Ohio+Beach+Erosion+Control+and+Shoreline+Protection+study.+Stage+3+Documentation.+Main+report.&rft.title=Detailed+project+report+and+environmental+impact+assessment+for+Lakeshore+Park%2C+Ashtabula%2C+Ohio+Beach+Erosion+Control+and+Shoreline+Protection+study.+Stage+3+Documentation.+Main+report.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A118 004/1; Final rept. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - The Streambank Erosion Control Evaluation and Demonstration Act of 1974; Section 32, Public Law 93-251 AN - 51658701; 1983-007979 JF - The Streambank Erosion Control Evaluation and Demonstration Act of 1974; Section 32, Public Law 93-251 Y1 - 1981/12// PY - 1981 DA - December 1981 KW - programs KW - conservation KW - erosion control KW - legislation KW - management KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51658701?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%3B+Section+32%2C+Public+Law+93-251&rft.title=The+Streambank+Erosion+Control+Evaluation+and+Demonstration+Act+of+1974%3B+Section+32%2C+Public+Law+93-251&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Washington, DC, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Final report to Congress; Main report; supplemented by Appendices A-H in separate volumes N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Mt. St. Helens sediment transport; the first year AN - 51646016; 1983-015754 JF - Eos, Transactions, American Geophysical Union AU - Bradley, Jeffrey B AU - Anonymous Y1 - 1981/11// PY - 1981 DA - November 1981 SP - 858 PB - American Geophysical Union, Washington, DC VL - 62 IS - 45 SN - 0096-3941, 0096-3941 KW - United States KW - Skamania County Washington KW - hydrology KW - bedload KW - Lewis County Washington KW - Washington KW - stream transport KW - geologic hazards KW - Mount Saint Helens KW - sedimentation KW - rivers and streams KW - Cowlitz County Washington KW - Cowlitz River KW - Cascade Range KW - Toutle River KW - transport KW - sediment yield KW - environmental geology KW - surveys KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51646016?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Eos%2C+Transactions%2C+American+Geophysical+Union&rft.atitle=Mt.+St.+Helens+sediment+transport%3B+the+first+year&rft.au=Bradley%2C+Jeffrey+B%3BAnonymous&rft.aulast=Bradley&rft.aufirst=Jeffrey&rft.date=1981-11-01&rft.volume=62&rft.issue=45&rft.spage=858&rft.isbn=&rft.btitle=&rft.title=Eos%2C+Transactions%2C+American+Geophysical+Union&rft.issn=00963941&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - American Geophysical Union; 1981 fall meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - PubXState - DC N1 - Last updated - 2012-06-06 N1 - CODEN - EOSTAJ N1 - SubjectsTermNotLitGenreText - bedload; Cascade Range; Cowlitz County Washington; Cowlitz River; environmental geology; geologic hazards; hydrology; Lewis County Washington; Mount Saint Helens; rivers and streams; sediment yield; sedimentation; Skamania County Washington; stream transport; surveys; Toutle River; transport; United States; Washington ER - TY - JOUR T1 - Base map analysis of coastal changes using aerial photography AN - 51643646; 1983-019812 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Everts, Craig H AU - Wilson, Deborah C Y1 - 1981/11// PY - 1981 DA - November 1981 SP - 14 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA VL - 81-4 SN - 0271-499X, 0271-499X KW - base map analysis KW - shorelines KW - aerial photography KW - applications KW - interpretation KW - remote sensing KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51643646?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Everts%2C+Craig+H%3BWilson%2C+Deborah+C&rft.aulast=Everts&rft.aufirst=Craig&rft.date=1981-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Base+map+analysis+of+coastal+changes+using+aerial+photography&rft.title=Base+map+analysis+of+coastal+changes+using+aerial+photography&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Number of references - 6 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - aerial photography; applications; base map analysis; changes; interpretation; remote sensing; shorelines ER - TY - JOUR T1 - A user's guide to CERC's field research facility AN - 51726009; 1982-042999 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Birkemeier, W A AU - DeWall, A E AU - Gorbics, C S AU - Miller, H C Y1 - 1981/10// PY - 1981 DA - October 1981 SP - 118 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-7 SN - 0193-5992, 0193-5992 KW - United States KW - Duck North Carolina KW - Dare County North Carolina KW - U. S. Army, Corps of Engineering KW - research KW - engineering geology KW - Coastal Engineering Research Center's Field Research Facility KW - practice KW - North Carolina KW - associations KW - field studies KW - facilities KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51726009?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Birkemeier%2C+W+A%3BDeWall%2C+A+E%3BGorbics%2C+C+S%3BMiller%2C+H+C&rft.aulast=Birkemeier&rft.aufirst=W&rft.date=1981-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=A+user%27s+guide+to+CERC%27s+field+research+facility&rft.title=A+user%27s+guide+to+CERC%27s+field+research+facility&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Number of references - 43 N1 - Availability - Springfield, VA, United States N1 - PubXState - VA N1 - Document feature - illus. incl. 15 tables, sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - associations; Coastal Engineering Research Center's Field Research Facility; Dare County North Carolina; Duck North Carolina; engineering geology; facilities; field studies; North Carolina; practice; research; U. S. Army, Corps of Engineering; United States ER - TY - RPRT T1 - Operation Policy Analysis: Sam Rayburn Reservoir AN - 19453163; 7399402 AB - A combined optimization-simulation procedure was developed and applied to identify the optimal conservation pool storage allocation problem is formulated and solved as a constrained nonlinear programming (NLP) problem with multiple objectives. The Box-Complex algorithm is coupled with an existing generalized reservoir simulation model to seek a solution to the NLP problem. The solutions are refined by an iterative simulation process that allows input from planners and engineers who are involved in management of this system. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T AU - Garland, R AU - Sullivan, C Y1 - 1981/10// PY - 1981 DA - October 1981 SP - 20 KW - Water Resources Abstracts KW - Storage KW - Hydrologic Models KW - Algorithms KW - Pools KW - Conservation KW - Reservoirs KW - Nonlinear Programming KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453163?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T%3BGarland%2C+R%3BSullivan%2C+C&rft.aulast=Ford&rft.aufirst=D&rft.date=1981-10-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=Operation+Policy+Analysis%3A+Sam+Rayburn+Reservoir&rft.title=Operation+Policy+Analysis%3A+Sam+Rayburn+Reservoir&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Training the Practitioner: The Hydrologic Engineering Center Program AN - 19450957; 7399401 AB - The Hydrologic Engineering Center, Corps of Engineers has been training water resource professionals since 1964. The Center's training program includes training course, workshops, seminars, individual training, a university cooperative advanced study program, video tape library, and numerous publications. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Johnson, W K Y1 - 1981/10// PY - 1981 DA - October 1981 SP - 26 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Engineering KW - Training KW - Libraries KW - Cooperatives KW - Water resources KW - Experts KW - Publications KW - Water Resources KW - SW 5010:Network design KW - Q2 09161:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450957?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Johnson%2C+W+K&rft.aulast=Johnson&rft.aufirst=W&rft.date=1981-10-01&rft.volume=&rft.issue=&rft.spage=26&rft.isbn=&rft.btitle=Training+the+Practitioner%3A+The+Hydrologic+Engineering+Center+Program&rft.title=Training+the+Practitioner%3A+The+Hydrologic+Engineering+Center+Program&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study - Volume XII Database Inventory AN - 19478400; 8193759 AB - This report contains a National Summary of selected, site specific, data contained in the National Hydroelectric Power Resources Study (NHS) regional reports and includes hydropower projects which have no apparent potential for economic hydropower additions. Selected site by site data is arranged by state, county and project name in Appendix C, The text discusses inventory stages, analytic procedures, and study sequence. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1981/09// PY - 1981 DA - September 1981 SP - 860 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Databases KW - Potential resources KW - Hydroelectric power KW - Hydroelectric Plants KW - Surveys KW - Stages KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478400?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=860&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+-+Volume+XII+Database+Inventory&rft.title=National+Hydroelectric+Power+Resources+Study+-+Volume+XII+Database+Inventory&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Urban Water Systems: Problems and Alternative Approaches to Solutions AN - 19240343; 8203580 AB - The Subcommittee on Urban Water Supply of the President 's Intergovernmental Water Policy Task Force has commissioned an inventory of existing Federal programs with potential for assisting urban water system rehabilitation or construction; identified and evaluated institutional and money problems connected with supply and distribution of municipal water; and identified and assessed policy and program changes at the Federal, state and local level. Urban water system capital expenditures needed over the next 20 years are estimated to total $75-$110 billion. As many as two out of every ten urban water systems might experience capital investment shortfalls over the next 20 years. The shortfall thus created could range between $5-$26 billion. About one half of the total estimated national shortfall is attributed to distribution system needs and one-third to new source development needs. Municipally owned and operated water systems are four times as likely to experience shortfalls as privately owned systems. Federal categorical programs which supply assistance specifically for water supply purposes have limited applicability to urban water supply problems. Some Federal assistance programs do provide substantial sources of funding assistance which could be directed to water supply. The subcommittee suggests that the selection and implementation of any one or combination of policy approaches should occur in conjunction with a more detailed study of urban water resource problems to reduce uncertainties as implementation proceeds. (Baker-FRC) JF - Journal of the New England Water Works Association Vol 95, No 3, p 178-186, September, 1981. AU - Schilling, KE AD - Army Corps of Engineers Belvoir, VA Y1 - 1981/09// PY - 1981 DA - Sep 1981 KW - Water Resources Abstracts KW - Government supports KW - Municipal water KW - Water supply systems KW - Water supply KW - Urban areas KW - Water resources development KW - Financial aspects KW - Planning KW - Decision making KW - Administrative decisions KW - Federal jurisdiction KW - Political aspects KW - Costs KW - SW 3060:Water treatment and distribution KW - SW 4050:Water law and institutions UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19240343?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Urban+Water+Systems%3A+Problems+and+Alternative+Approaches+to+Solutions&rft.au=Schilling%2C+KE&rft.aulast=Schilling&rft.aufirst=KE&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Gowanus Creek Channel; Brooklyn, New York; Review of Reports (Survey); Main Report and Environmental Impact Statement AN - 19239044; 8206407 AB - The 30 ft mean low water existing Federal navigation channels in Gowanus Creek, Brooklyn, New York, are not deep enough to allow present deep draft and other large ocean-going vessels to use them in a fully loaded condition. The recommended plan consists of deepening the channels to 35 ft below mean low water. Additional dredging from 35 to 40 ft may be accomplished at non-Federal cost. All material would be disposed of in a sanitary land fill in Fresh Kills, Staten Island. The dredging will significantly reduce present navigation problems in this waterway, with minimal adverse environmental impact and an overall net improvement due to removal of polluted bottom sediments from the aquatic environment. It will also reduce the occurrence of oil spills by reducing the lightering of petroleum products. Since Gowanus Creek Channel is impoverished in aquatic and benthic life, and because the surrounding area is devoted to shipping and industrial activities, the environmental impact of dredging will be minimal. An increase in turbidity in Gowanus Bay may marginally interfere with fish migrations. The impact of dredging on the Hudson fishery will be reduced if dredging activities are limited to the late autumn or early winter. Indications are that there will be no change in the tidal dynamics of the creek. (Moore-SRC) JF - Report September 1981. 81 p, 6 Fig, 10 Tab, 25 Ref. Y1 - 1981/09// PY - 1981 DA - Sep 1981 KW - Water Resources Abstracts KW - Dredging KW - Channel improvement KW - Waterways KW - Environmental impact statement KW - New York KW - Oil spills KW - Turbidity KW - Estuaries KW - Environmental effects KW - Sediments KW - Fish migration KW - Water quality KW - Water pollution control KW - Gowanus Creek Channel KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19239044?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Gowanus+Creek+Channel%3B+Brooklyn%2C+New+York%3B+Review+of+Reports+%28Survey%29%3B+Main+Report+and+Environmental+Impact+Statement&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Regional Assessment: Western Systems Coordinating Council AN - 14959188; 10785891 AB - Physical, social, and economic conditions affecting electricity supply in the Western systems coordinating council (WSCC) are described, focusing on the current and potential role of hydropower. A regional ranking of specific hydropower projects is presented, and sites to be studied in further detail are recommended. Projections of electrical supply and demand through 2000 are provided, and public involvement in the planning process is outlined. Wscc comprises the following areas: Washington, Oregon, California, Nevada, Idaho, Wyoming, Colorado, Utah, and Arizona; and parts of Montana, new Mexico, and Texas. JF - USACE Report V 22 Y1 - 1981/09// PY - 1981 DA - Sep 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - ALBERTA KW - HYDROELECTRIC POWER, SMALL KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - UNITED STATES SOUTHWEST KW - DATA, HYDROELECTRIC KW - POWER POOLS KW - UNITED STATES WEST KW - SUPPLYDEMAND FORECASTING KW - HYDROLOGY KW - PUBLIC PARTICIPATION KW - BRITISH COLUMBIA KW - ELECTRICITY DEMAND, REGION KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14959188?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report+V+22&rft.atitle=Regional+Assessment%3A+Western+Systems+Coordinating+Council&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report+V+22&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ALBERTA; SUPPLYDEMAND FORECASTING; HYDROELECTRIC POWER, SMALL; HYDROELECTRIC POWER; GENERATING CAPACITY; BRITISH COLUMBIA; PUBLIC PARTICIPATION; HYDROLOGY; UNITED STATES SOUTHWEST; ELECTRICITY DEMAND, REGION; DATA, HYDROELECTRIC; POWER POOLS; UNITED STATES WEST; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Regional Assessment: Alaska and Hawaii AN - 14957730; 10785892 AB - Physical, social, and economic conditions affecting the electricity supply in Alaska and Hawaii are analyzed, focusing on developed and potential hydropower projects. A regional ranking of specifc hydropower projects is provided, and sites to be studied in further detail are recommended. Projections of electricity supply and demand through 2000 are presented, and public involvement in the planning process is outlined. (numerous tables) JF - USACE Report V 23 Y1 - 1981/09// PY - 1981 DA - Sep 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - WATERWAYS KW - CLIMATOLOGY KW - TOPOGRAPHY KW - DATA, HYDROELECTRIC KW - ALASKA KW - HAWAII KW - DAMS KW - PUBLIC PARTICIPATION KW - HYDROLOGY KW - ELECTRICITY DEMAND, REGION KW - GEOGRAPHY KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14957730?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report+V+23&rft.atitle=Regional+Assessment%3A+Alaska+and+Hawaii&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report+V+23&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - HAWAII; DAMS; HYDROELECTRIC POWER; GENERATING CAPACITY; HYDROLOGY; PUBLIC PARTICIPATION; WATERWAYS; TOPOGRAPHY; CLIMATOLOGY; DATA, HYDROELECTRIC; ELECTRICITY DEMAND, REGION; GEOGRAPHY; ALASKA; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Regional Assessment: Southwest Power Pool AN - 14957635; 10785890 AB - Physical, social, and economic conditions affecting the electricity supply in the southwest power pool-encompassing parts of Kansas, Missouri, Arkansas, Louisiana, Texas, new Mexico, and Oklahoma-are evaluated. The current and potential hydropower contribution is emphasized. A regional ranking of specific projects is provided and sites are recommended to be studied in further detail. Projections of electricity supply and demand through 2000 are presented, and public involvement in the planning process is outlined. There are 41 members of swpp: 23 investor-owned utilities, 11 municipal systems, five generation and transmission cooperative systems, and the southwestern power Admin. (2 diagrams, 8 graphs, 2 maps, numerous tables) JF - USACE Report V 20 Y1 - 1981/09// PY - 1981 DA - Sep 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - UNITED STATES SOUTH KW - CLIMATOLOGY KW - POWER POOLS KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - PUBLIC PARTICIPATION KW - HYDROLOGY KW - EARNINGS KW - ELECTRICITY DEMAND, SECTOR KW - ELECTRICITY DEMAND, REGION KW - NUCLEAR POWER PLANTS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14957635?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report+V+20&rft.atitle=Regional+Assessment%3A+Southwest+Power+Pool&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report+V+20&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; HYDROELECTRIC POWER; GENERATING CAPACITY; HYDROLOGY; PUBLIC PARTICIPATION; UNITED STATES SOUTH; CLIMATOLOGY; EARNINGS; ELECTRICITY DEMAND, REGION; ELECTRICITY DEMAND, SECTOR; NUCLEAR POWER PLANTS; POWER POOLS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - RPRT T1 - Data Management Systems for Water Resources Planning AN - 19449662; 7399405 AB - Water resources planning at the Federal level is comprehensive multi-purpose multi-objective planning. The increasing complexity of issues, planning alternatives, and evaluation criteria have spawned an ever growing need for increased data and associated analysis procedures. The increased number of such models, both demanding and generating large amounts of data, have stimulated awareness of the need for planning oriented data management systems. This paper describes recent activities of the Corps of Engineers' Hydrologic Engineering Center in data management for water resources planning studies. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W Y1 - 1981/08// PY - 1981 DA - August 1981 SP - 18 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Evaluation KW - Engineering KW - Hydrologic Models KW - Water management KW - Planning KW - Water resources KW - Water Resources Management KW - Hydrologic Data KW - National planning KW - Water Resources KW - Q2 09161:General KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449662?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W&rft.aulast=Davis&rft.aufirst=D&rft.date=1981-08-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=Data+Management+Systems+for+Water+Resources+Planning&rft.title=Data+Management+Systems+for+Water+Resources+Planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - Computer simulation of water motions in riverine systems AN - 20328701; 7371794 AB - A method is presented for calculating water motions in riverine systems consisting of both flood plain areas and channels. The governing hydrodynamic relations are used in which the motions in channels are simulated in two horizontal dimensions. Provisions are made in the solution scheme to couple the one-dimensional channel flows with the two-dimensional flood flows - thus allowing the two flow regions to communicate with each other. Channels are taken such that they are embedded in the two-dimensional network. In the explicit type solution scheme used, allowance is made for levees or barriers to be treated in connection with the simulations. These barriers can be provided at any location in the modeled system and may be located on one side of a channel or both sides of a channel if required. Also, the model can be used to simulate flows in independent channels and tributary channels to the independent channels. In addition, the model allows for a moving boundary both in the channels and in the flood plain areas. Thus, dry channels or flood plain areas can flood during periods of increasing water levels and dry up again after the passage of the flood wave. Application is made to the channels and flood plain areas below Barker and Addicks reservoirs in and in the vicinity of Houston, Texas. A spillway design flood is simulated 1n which flows originate at the outlet works of both dams and around the ends of both dams. JF - Proceedings of a Seminar on Two-Dimensional Flow Modeling AU - Bodine, B R Y1 - 1981/07// PY - 1981 DA - July 1981 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - SP-13 KW - Water motion KW - Rivers KW - Dam Design KW - Barriers KW - Water reservoirs KW - River discharge KW - Freshwater KW - Model Studies KW - Channels KW - Flood Plains KW - Flood plains KW - Channel flow KW - Floods KW - Dams KW - Networks KW - River Flow KW - USA, Texas KW - Channel Flow KW - Tributaries KW - USA, Texas, Houston KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20328701?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Bodine%2C+B+R&rft.aulast=Bodine&rft.aufirst=B&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Computer+simulation+of+water+motions+in+riverine+systems&rft.title=Computer+simulation+of+water+motions+in+riverine+systems&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - An approach to hydraulic simulation of complex floodplains AN - 20293119; 7371795 AB - Simulating the hydrodynamics of rare flood events, whether actual or hypothetical, on large and complex floodplains, using one-dimensional techniques has strained the applicability of hydraulic theory to the point that it threatens the integrity of a competent analysis. Flood flows that extend far beyond river channel capacities and are influenced by floodplain irregularities such as discontinuous levees, diversions, sporadic topography, etc., can be extremely difficult to model mathematically using one-dimensional methodologies. These flood events are better analyzed by methods that can account for flow variations as they exist. The goal of this paper is to present an approach that addresses these conditions with a measure of authenticity by mathematically describing these variations in a more realistic and logical modeling capability. The approach to be presented will be a link/node method that formulates into an interconnecting network that forms a pseudo-two-dimensional simulation of a floodplain. JF - Proceedings of a Seminar on Two-Dimensional Flow Modeling AU - Gurule, JE Y1 - 1981/07// PY - 1981 DA - July 1981 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - SP-13 KW - Hydraulics KW - Mathematical models KW - Levees KW - Freshwater KW - Model Studies KW - Flood Plains KW - Channels KW - Flood plains KW - Floods KW - Networks KW - River Flow KW - Diversion KW - Topography KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20293119?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Gurule%2C+JE&rft.aulast=Gurule&rft.aufirst=JE&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+approach+to+hydraulic+simulation+of+complex+floodplains&rft.title=An+approach+to+hydraulic+simulation+of+complex+floodplains&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - Application of a two-dimensional finite element model for shallow water computations AN - 20265702; 7371802 AB - The study of difficult estuarine problems often requires the application of relatively sophisticated modeling techniques. The hybrid modeling approach, used at the Waterways Experiment Station (WES), combines several physical and numerical models into an integrated solution that employs each technique to do those things for which it is best suited. By exploiting the strengths and avoiding the weaknesses of each solution method, an integrated solution is obtained that is more accurate and reliable than that attainable with any single solution technique. The example application to be described here is part of a study to predict sediment deposition in Atchafalaya Bay, Louisiana, and the response of the bay and river basin to that deposition. A number of models are utilized in this study to simulate river flows, sediment transport, tides, salinities, storm surges, and waves. This paper describes a horizontal plane, two-dimensional hydrodynamic finite element model, some model tests, and preliminary application to a large, topographically-complex, well-mixed estuary. A vicinity sketch of the Atchafalaya Bay complex is shown in Figure 1. Flow to the system comes largely from outside the basin. Average annual river inflow (1938-1972) has been 5130 m super(3)/sec. Average monthly flows reach 9200 m super(3)/sec in April and decrease to 2070 m super(3)/sec in September. Most of this inflow is proportioned between the lower Atchafalaya River and Wax Lake Outlet with a ratio of 70 to 30 percent, respectively. The bay is broad and shallow with an average depth of only 1.7 m. The boundary between the estuarine and offshore areas is long and complicated by shell reefs. Significant natural changes in the bay complex have been initiated by the increased flow and sediment captured from the Mississippi River during the last 20 years. JF - Proceedings of a Seminar on Two-Dimensional Flow Modeling AU - Teeter, A M AU - McAnally, W H Y1 - 1981/07// PY - 1981 DA - July 1981 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - SP-13 KW - ASW, USA, Louisiana KW - Fluvial Sediments KW - Water resources KW - Freshwater KW - Shallow Water KW - Finite Element Method KW - Brackishwater environment KW - River Flow KW - Sediment transport KW - Sedimentation KW - Rivers KW - Mathematical models KW - USA, Louisiana, Atchafalaya R. KW - Estuaries KW - Brackish KW - River basins KW - Model Studies KW - North America, Mississippi R. KW - Storm surges KW - Shallow water KW - Deposition KW - Waterways KW - ASW, USA, Louisiana, Atchafalaya Bay KW - SW 0850:Lakes KW - Q2 09264:Sediments and sedimentation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20265702?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Teeter%2C+A+M%3BMcAnally%2C+W+H&rft.aulast=Teeter&rft.aufirst=A&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Application+of+a+two-dimensional+finite+element+model+for+shallow+water+computations&rft.title=Application+of+a+two-dimensional+finite+element+model+for+shallow+water+computations&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - Evaluation and application of the generalized finite element hydrodynamic model, RMA-2 AN - 20264446; 7371792 AB - The Corps of Engineers' Hydrologic Engineering Center is involved in the development, evaluation, and application of mathematical models. Two finite element hydrodynamic models, one for two-dimensional free surface flow in the horizontal plane and one for the vertical plane are being evaluated and applied. Although the models are formulated to solve dynamic flow problems, all work to date has been with steady state solutions. Recent research has focused on mass continuity performance of the models, proper boundary condition specification, comparison with finite difference techniques, and production applications. The objective of this research is to develop generalized mathematical models for routine use by the engineering community. This paper presents recent results of evaluation and application of the horizontal flow model. Information concerning the vertical model can be found in Gee and MacArthur (1978) and MacArthur and Norton (1980). JF - Proceedings of a Seminar on Two-Dimensional Flow Modeling AU - Gee, D M AU - MacArthur, R C Y1 - 1981/07// PY - 1981 DA - July 1981 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - Water Resources Abstracts KW - SP-13 KW - Evaluation KW - Engineering KW - Performance Evaluation KW - Hydrologic Models KW - Mathematical Models KW - Hydrodynamics KW - Boundary Conditions KW - Finite Element Method KW - Specifications KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20264446?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M%3BMacArthur%2C+R+C&rft.aulast=Gee&rft.aufirst=D&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Evaluation+and+application+of+the+generalized+finite+element+hydrodynamic+model%2C+RMA-2&rft.title=Evaluation+and+application+of+the+generalized+finite+element+hydrodynamic+model%2C+RMA-2&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study - Volume IX Potential for Increasing the Output of Existing Hydroelectric Plants AN - 19478613; 8193762 AB - This is Volume IX of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydroelectric Power Study. The purpose of this report was to address the question of how much additional power might be generated at existing hydroelectric plants throughout the United States. The potential for increasing power output both through physical improvements in generating equipment and by changes in the manner that existing projects are operated were investigated and estimates of power increase prepared. All existing hydroelectric plants, regardless of ownership, were investigated for improvement in power output. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W AU - Buckley, J J Y1 - 1981/07// PY - 1981 DA - July 1981 SP - 222 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - USA KW - Potential resources KW - Hydroelectric power KW - Hydroelectric Plants KW - Surveys KW - Property rights KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478613?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W%3BBuckley%2C+J+J&rft.aulast=Davis&rft.aufirst=D&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=222&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+-+Volume+IX+Potential+for+Increasing+the+Output+of+Existing+Hydroelectric+Plants&rft.title=National+Hydroelectric+Power+Resources+Study+-+Volume+IX+Potential+for+Increasing+the+Output+of+Existing+Hydroelectric+Plants&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Use of Non-Sequential Techniques in the Analysis of Power Potential at Storage Projects AN - 19450119; 7399333 AB - An electronic computer procedure is described that uses an estimate of power storage available at a dam site to make estimate of average annual energy and dependable capacity using a non-sequential methodology. Comparisons of this method against the more traditional sequential routing analysis are performed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Franc, G M Y1 - 1981/07// PY - 1981 DA - July 1981 SP - 24 KW - Water Resources Abstracts KW - Storage KW - Damsites KW - Computers KW - Capacity KW - Routing KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450119?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Franc%2C+G+M&rft.aulast=Franc&rft.aufirst=G&rft.date=1981-07-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=Use+of+Non-Sequential+Techniques+in+the+Analysis+of+Power+Potential+at+Storage+Projects&rft.title=Use+of+Non-Sequential+Techniques+in+the+Analysis+of+Power+Potential+at+Storage+Projects&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - State Legislative Initiatives for Small-Scale Hydro Development AN - 14950515; 10782947 AB - Initiatives that several state legislatures have taken in the development of small-scale hydropower facilities are discussed. Small-scale Hydro is seen as being an inflation-resistant renewable energy source. State legislatures can provide incentives and ease obstacles to small-scale Hydro development. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ferguson, Wiliam R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 835 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - LEGISLATION, STATE AND LOCAL KW - MARKETING KW - REGULATIONS, STATE AND LOCAL KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950515?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=State+Legislative+Initiatives+for+Small-Scale+Hydro+Development&rft.au=Ferguson%2C+Wiliam+R&rft.aulast=Ferguson&rft.aufirst=Wiliam&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=835&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT LICENSING; HYDROELECTRIC POWER, SMALL; REGULATIONS, STATE AND LOCAL; LEGISLATION, STATE AND LOCAL; MARKETING; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - Applications of MESH Model for Evaluation of Small Hydro AN - 14950492; 10782942 AB - Synergic Resources Corp.'s description of its computer model for the evaluation of small-scale hydroelectric projects (MES) is presented. MESH was developed to calculate annual energy output and costs associated with alternative designs of 3.5 Mw flat rock dam project in Philadelphia. MESH was also used in the selection of optimal turbine type and size for net steam flow. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Limaye, Dilip R AU - Hough, Thomas C AU - Colville, Glenn R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 611 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - ENGINEERING, HYDROELECTRIC KW - COMPUTER APPLICATIONS KW - OPERATING AND MAINTENANCE COSTS KW - CONSTRUCTION COSTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950492?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Applications+of+MESH+Model+for+Evaluation+of+Small+Hydro&rft.au=Limaye%2C+Dilip+R%3BHough%2C+Thomas+C%3BColville%2C+Glenn+R&rft.aulast=Limaye&rft.aufirst=Dilip&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=611&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - COMPUTER APPLICATIONS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; OPERATING AND MAINTENANCE COSTS; ENGINEERING, HYDROELECTRIC; CONSTRUCTION COSTS ER - TY - JOUR T1 - Coordination of Hydro and Thermal Generation Resources at the los Angeles Department of Water and Power AN - 14950475; 10782970 AB - The Los Angeles Dept. of water & power's generating facilities are described in terms of how they meet system load. Ways in which hydroelectric facilities have been able to optimize system operations are highlighted. Fossil-fuel, hydroelectric, and purchases comprise the Dept.'s electric load base. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Langewisch, Gary R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1416 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - US BONNEVILLE POWER ADMINISTRATION KW - ELECTRIC POWER TRANSMISSION KW - CALIFORNIA KW - LOS ANGELES KW - POWER PLANTS, OIL FIRED KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950475?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Coordination+of+Hydro+and+Thermal+Generation+Resources+at+the+los+Angeles+Department+of+Water+and+Power&rft.au=Langewisch%2C+Gary+R&rft.aulast=Langewisch&rft.aufirst=Gary&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1416&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CALIFORNIA; ELECTRIC POWER TRANSMISSION; CONFERENCE PAPER; LOS ANGELES; HYDROELECTRIC POWER; POWER PLANTS, OIL FIRED; GENERATING CAPACITY; US BONNEVILLE POWER ADMINISTRATION ER - TY - JOUR T1 - Computer Model for Evaluation of Small Scale Hydroelectric Projects in Latin America AN - 14950455; 10782960 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Calderon, Gustavo AU - Hough, Thomas C AU - Limaye, Dilip R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1143 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - HYDROLOGY KW - COMPUTER APPLICATIONS KW - LATIN AMERICA KW - INTERNATIONAL PROGRAMS KW - ENERGY DEVELOPMENT FINANCING KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950455?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Computer+Model+for+Evaluation+of+Small+Scale+Hydroelectric+Projects+in+Latin+America&rft.au=Calderon%2C+Gustavo%3BHough%2C+Thomas+C%3BLimaye%2C+Dilip+R&rft.aulast=Calderon&rft.aufirst=Gustavo&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1143&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - COMPUTER APPLICATIONS; CONFERENCE PAPER; DAMS; HYDROELECTRIC POWER, SMALL; LATIN AMERICA; INTERNATIONAL PROGRAMS; HYDROLOGY; ENERGY DEVELOPMENT FINANCING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Flood at Ferc: the ''sink or Swim'' Legal and Policy Issues Facing FERC in Its Processing of Preliminary Permit and License Applications AN - 14950432; 10782948 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - D, Williams Christopher Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 844 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - LEGISLATION, FEDERAL KW - POWER PLANT LICENSING KW - HYDROELECTRIC POWER, SMALL KW - US FEDERAL ENERGY REGULATORY COMMISSION KW - POWER PLANT DESIGN KW - REGULATIONS, FEDERAL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950432?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Flood+at+Ferc%3A+the+%27%27sink+or+Swim%27%27+Legal+and+Policy+Issues+Facing+FERC+in+Its+Processing+of+Preliminary+Permit+and+License+Applications&rft.au=D%2C+Williams+Christopher&rft.aulast=D&rft.aufirst=Williams&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=844&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 10 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - US FEDERAL ENERGY REGULATORY COMMISSION; POWER PLANT LICENSING; LEGISLATION, FEDERAL; CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; REGULATIONS, FEDERAL ER - TY - JOUR T1 - Hydroelectric Development Activities at Rural Electric Systems AN - 14950386; 10782927 AB - The hydroelectric development procedures being undertaken at rural electric systems are described. There are approximately 1000 rural electric cooperatives in operation providing electricity to 25 million people in 46 states. Participation of rural electric cooperatives in developing alternative energy sources is essential to developing the U.S. energy future. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Prichett, Wilson Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 265 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POWER PLANT LICENSING KW - HYDROELECTRIC POWER, SMALL KW - HYDROELECTRIC POWER KW - RURAL ELECTRIFICATION KW - ENERGY DEVELOPMENT INVESTMENT KW - AREA COMPARISONS KW - RURAL ELECTRIC UTILITIES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950386?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Hydroelectric+Development+Activities+at+Rural+Electric+Systems&rft.au=Prichett%2C+Wilson&rft.aulast=Prichett&rft.aufirst=Wilson&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=265&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; POWER PLANT LICENSING; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; HYDROELECTRIC POWER; RURAL ELECTRIFICATION; ENERGY DEVELOPMENT INVESTMENT; RURAL ELECTRIC UTILITIES ER - TY - JOUR T1 - The Development of Hydropower in the 1980s AN - 14950361; 10782912 AB - The potential of hydropower development in the U.S. from the standpoint of the Reagan administration is examined. The administration hopes to make strides in solving the nation's energy problems, and hydropower will receive special emphasis in this energy scenario. The advantages of hydropower are discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Gianelli, William Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 3 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POLICY AND PLANNING, FEDERAL KW - HYDROELECTRIC POWER KW - POLICY AND PLANNING, STATE AND LOCAL KW - ENERGY DEVELOPMENT INVESTMENT KW - ECONOMIC INCENTIVES KW - ENERGY DEVELOPMENT COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950361?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=The+Development+of+Hydropower+in+the+1980s&rft.au=Gianelli%2C+William&rft.aulast=Gianelli&rft.aufirst=William&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=3&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ECONOMIC INCENTIVES; CONFERENCE PAPER; ENERGY DEVELOPMENT COMPARISONS; HYDROELECTRIC POWER; POLICY AND PLANNING, FEDERAL; POLICY AND PLANNING, STATE AND LOCAL; ENERGY DEVELOPMENT INVESTMENT ER - TY - JOUR T1 - Evaluating Small Hydro: Selection of Optimum Plant Size AN - 14950217; 10782956 AB - Techniques that can be implemented in the selection of optimum plant size of a small-scale Hydro operation are reviewed. Economics is usually the most important factor to be considered. Federal hydropower studies are highlighted. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Bruton, Orval W AU - Littelstadt, Richard L Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 963 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - POWER PLANT DESIGN KW - REVENUES KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950217?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Evaluating+Small+Hydro%3A+Selection+of+Optimum+Plant+Size&rft.au=Bruton%2C+Orval+W%3BLittelstadt%2C+Richard+L&rft.aulast=Bruton&rft.aufirst=Orval&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=963&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; REVENUES; GENERATING CAPACITY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Multipurpose Planning of Small Hydro Projects: an Opportunity Assessment Approach AN - 14950161; 10782933 AB - Planning a small hydroelectric power project involves several factors. A considerable amount of effort must be devoted to addressing environmental impacts. Impact assessments can determine the effects of construction and operation, but can not resolve conflicts between developers and other users of a dam or water resource. It is important that potential conflicts be identified during the feasibility study phase of a project. An opportunity assessment approach is discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Kauffman, Jennifer L Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 472 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MULTIPLE USE, WATER KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - POWER PLANT SITING KW - ENV IMPACT ASSESSMENT KW - POWER PLANT DESIGN KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950161?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Multipurpose+Planning+of+Small+Hydro+Projects%3A+an+Opportunity+Assessment+Approach&rft.au=Kauffman%2C+Jennifer+L&rft.aulast=Kauffman&rft.aufirst=Jennifer&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=472&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MULTIPLE USE, WATER; CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; POWER PLANT SITING; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - A Success Story: Department of Energy Small Hydroelectric Loan Program AN - 14950140; 10782930 AB - The success of DOE's small hydroelectric loan program is discussed. The program was established to provide low-interest loans to finance small hydroelectric facilities. The loans are specifically for feasibility studies and licensing activities. Only sites with existing dams and a capactiy of 30 Mw are eligible for the program. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Hymer, A E AU - Magleby, H L Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 323 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - US DEPARTMENT OF ENERGY KW - ENERGY DEVELOPMENT INVESTMENT KW - FEDERAL GOVERNMENT PROGRAMS KW - LOANS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950140?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=A+Success+Story%3A+Department+of+Energy+Small+Hydroelectric+Loan+Program&rft.au=Hymer%2C+A+E%3BMagleby%2C+H+L&rft.aulast=Hymer&rft.aufirst=A&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=323&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - LOANS; CONFERENCE PAPER; POWER PLANT LICENSING; HYDROELECTRIC POWER, SMALL; US DEPARTMENT OF ENERGY; ENERGY DEVELOPMENT INVESTMENT; FEDERAL GOVERNMENT PROGRAMS ER - TY - JOUR T1 - Publicly Owned Utilities' Development of Small Scale Hydropower AN - 14950107; 10782928 AB - Hydroelectric activities of locally-owned electric systems are discussed. Application to FERC for hydroelectric preliminary permits has substantially increased over the last four years. At present, there are 680 Public Power systems operating their own electric generation; and one-fourth of this capacity is generated through hydroelectric power. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Gibbons, Anne Marie Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 282 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - POWER PLANT CONSTRUCTION KW - ENERGY DEVELOPMENT FINANCING KW - PUBLIC ELECTRIC UTILITIES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950107?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Publicly+Owned+Utilities%27+Development+of+Small+Scale+Hydropower&rft.au=Gibbons%2C+Anne+Marie&rft.aulast=Gibbons&rft.aufirst=Anne&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=282&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; POWER PLANT CONSTRUCTION; ENERGY DEVELOPMENT FINANCING; PUBLIC ELECTRIC UTILITIES ER - TY - JOUR T1 - An Assessment of the Impacts of Policy on the Development of Hydropower in the United States AN - 14950080; 10782920 AB - Changes in hydropower policy from the first hydroelectric project in 1882 to the present are charted. Over 76 million kw of conventional pumped-storage hydroelectric power that is currently in power in the U.S. has the potential of being doubled. In the 1880s, hydropower projects were developed on an individual basis, whereas today they are part of River Basin and electrical systems. New capacities are subject to legal requirements, special interest pressure, political climate, and financial reviews. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Sligh, Ernest E AU - Jarecki, Eugene A AU - Parker, Stephen D Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 121 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POWER PLANT LICENSING KW - HYDROELECTRIC POWER KW - POLICY AND PLANNING, FEDERAL KW - WATER RESOURCES MANAGEMENT KW - GENERATING CAPACITY KW - ENV IMPACT ASSESSMENT KW - ENERGY DEVELOPMENT COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14950080?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=An+Assessment+of+the+Impacts+of+Policy+on+the+Development+of+Hydropower+in+the+United+States&rft.au=Sligh%2C+Ernest+E%3BJarecki%2C+Eugene+A%3BParker%2C+Stephen+D&rft.aulast=Sligh&rft.aufirst=Ernest&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=121&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - POWER PLANT LICENSING; CONFERENCE PAPER; ENERGY DEVELOPMENT COMPARISONS; POLICY AND PLANNING, FEDERAL; HYDROELECTRIC POWER; WATER RESOURCES MANAGEMENT; GENERATING CAPACITY; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Lake Junaluska Hydropower Redevelopment Feasibility Evaluation and Licensing Exemption AN - 14949928; 10782971 AB - The lake junaluska assembly retreat center, located in North Carolina, was forced to reevaluate its existing energy systems. The feasibility of reestablishing a hydropower facility at a nearby dam was studied. The best system was determined to be a three-turbine/generator with a 540 kw installed capacity, costing $1,337,946. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Hunt, R T AU - Heath, W E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1432 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - POWER PLANT LICENSING KW - DAMS KW - CONFERENCE PAPER KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - NORTH CAROLINA KW - ENV IMPACT ASSESSMENT KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949928?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Lake+Junaluska+Hydropower+Redevelopment+Feasibility+Evaluation+and+Licensing+Exemption&rft.au=Hunt%2C+R+T%3BHeath%2C+W+E&rft.aulast=Hunt&rft.aufirst=R&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1432&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; DAMS; POWER PLANT LICENSING; TURBINE ENGINES, POWER PLANT; FLOW MEASUREMENT; GENERATING CAPACITY; NORTH CAROLINA; COST BENEFIT ANALYSIS, HYDROELECTRIC; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Small Hydropower Study for Togo AN - 14949905; 10782967 AB - In 1981, the African nation of Togo asked the U.S. Agency for INT'l Development to aid them in assessing the potential for small-scale hydropower development in that country. The Nat'l rural electric cooperative was able to send a team of experts to conduct a three-week study in which 10 of 17 potential sites were visited. Economic, hydrologic, and energy system features of Togo are reported. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Kirshen, Paul H AU - Lawrence, Walter D AU - Lanou, Tobie E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1228 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - RURAL ELECTRIFICATION KW - HYDROLOGY KW - TOPOGRAPHY KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - TOGO KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949905?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Small+Hydropower+Study+for+Togo&rft.au=Kirshen%2C+Paul+H%3BLawrence%2C+Walter+D%3BLanou%2C+Tobie+E&rft.aulast=Kirshen&rft.aufirst=Paul&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1228&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - TOPOGRAPHY; CONFERENCE PAPER; DAMS; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; RURAL ELECTRIFICATION; HYDROLOGY; COST BENEFIT ANALYSIS, HYDROELECTRIC; TOGO ER - TY - JOUR T1 - Small Scale Hydropower: Examples of the Latest Low Head Hydroelectric Projects Under Construction and in Operation AN - 14949881; 10782964 AB - Descriptions of the latest low-head hydroelectric projects in operation and under construction are provided. Standardization of generating units has lead to the increasing popularity of small-scale hydroelectric power. Three typical low-head installation designs are highlighted. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Sattler, H Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1201 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - CAPITAL COSTS KW - POWER PLANT DESIGN KW - POWER PLANT CONSTRUCTION KW - AUSTRIA KW - HEAT PUMPS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949881?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Small+Scale+Hydropower%3A+Examples+of+the+Latest+Low+Head+Hydroelectric+Projects+Under+Construction+and+in+Operation&rft.au=Sattler%2C+H&rft.aulast=Sattler&rft.aufirst=H&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1201&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; POWER PLANT CONSTRUCTION; AUSTRIA; HEAT PUMPS ER - TY - JOUR T1 - Hydro Power Development in China: Past, Present, and Future AN - 14949848; 10782961 AB - An overview of China's potential for hydropower development is presented. Three national surveys have been carried out in China since 1949 on the potential for hydroelectric development. The surveys indicate that the total theoretical Hydro power potential is 676,000 Mw, while the total exploitable Hydro power potential is 378,000 Mw. Power sites that are considered exploitable are divided into four categories accoring to the survey's investigations. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Jiayang, Shi AU - Xuemin, Cheng AU - Weigong, Cao Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1153 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - CHINA, PEOPLE'S REPUBLIC KW - SURVEYS KW - IRRIGATION KW - AREA COMPARISONS KW - FLOOD CONTROL KW - POWER PLANT CONSTRUCTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949848?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Hydro+Power+Development+in+China%3A+Past%2C+Present%2C+and+Future&rft.au=Jiayang%2C+Shi%3BXuemin%2C+Cheng%3BWeigong%2C+Cao&rft.aulast=Jiayang&rft.aufirst=Shi&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1153&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 7 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; CONFERENCE PAPER; DAMS; FLOOD CONTROL; HYDROELECTRIC POWER; POWER PLANT CONSTRUCTION; CHINA, PEOPLE'S REPUBLIC; SURVEYS; IRRIGATION ER - TY - JOUR T1 - Power Planning Activites of the Bureau of Reclamation AN - 14949577; 10782923 AB - USBR power planning activities are identified. USBR's original task was to support irrigated agriculture projects. This role has expanded to include hydroelectric power, water supply, flood control, water Quality, river regulation, fish and wildlife enhancement, and recreation. USBR's role in the planning, design, and construction of water resource development projects is described. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Glenn, Bruce P Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 214 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WIND ENERGY KW - WATER RESOURCES PLANNING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - POWER PLANT ORDERS KW - US BUREAU OF RECLAMATION KW - ENERGY DEVELOPMENT ESTIMATE COMPARISONS KW - UNITED STATES WEST KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949577?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Power+Planning+Activites+of+the+Bureau+of+Reclamation&rft.au=Glenn%2C+Bruce+P&rft.aulast=Glenn&rft.aufirst=Bruce&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=214&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WIND ENERGY; WATER RESOURCES PLANNING; CONFERENCE PAPER; HYDROELECTRIC POWER; ENERGY DEVELOPMENT ESTIMATE COMPARISONS; UNITED STATES WEST; POWER PLANT ORDERS; US BUREAU OF RECLAMATION ER - TY - JOUR T1 - Public-Private Sector Cooperation for Hydro Development in New York State: Institutional Considerations AN - 14949078; 10782976 AB - Institutional factors involved in the development of small-scale hydropower in new York are reviewed. Economics of small-scale Hydro are described, and recurring themes originating from local, state, and federal initiatives are considered. Power authority's new York state's objective is to establish 200 Mw of small-scale Hydro capacity in new York. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Forbes, Christina C Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1690 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - STATE AND LOCAL GOVERNMENT AGENCIES KW - NEW YORK STATE KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949078?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Public-Private+Sector+Cooperation+for+Hydro+Development+in+New+York+State%3A+Institutional+Considerations&rft.au=Forbes%2C+Christina+C&rft.aulast=Forbes&rft.aufirst=Christina&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1690&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; STATE AND LOCAL GOVERNMENT AGENCIES; NEW YORK STATE; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - Planning for Small Hydro Development AN - 14949049; 10782972 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Adams, B H Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1465 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - VERMONT KW - GENERATING CAPACITY KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949049?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Planning+for+Small+Hydro+Development&rft.au=Adams%2C+B+H&rft.aulast=Adams&rft.aufirst=B&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1465&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; VERMONT; TURBINE ENGINES, POWER PLANT; FLOW MEASUREMENT; GENERATING CAPACITY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Social Factors in the Local Control of Micro-Hydro (Less Than 1 Mk) Worldwide: the Pattern of Success AN - 14949029; 10782965 AB - Social factors influencing the development of micro-Hydro electrogenerating systems in developing nations were studied by a research team. Systems studied ranged from .5 K turbines in the micro category to LMW installed capacity. Social characteristics of the "community of users" were considered. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Brownrigg, Leslie A Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1212 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - CONFERENCE PAPER KW - DECISION MAKING KW - HYDROELECTRIC POWER, SMALL KW - RURAL ELECTRIFICATION KW - AREA COMPARISONS KW - ELECTRIC POWER DISTRIBUTION KW - DEVELOPING NATIONS KW - DECENTRALIZED ENERGY SYSTEMS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14949029?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Social+Factors+in+the+Local+Control+of+Micro-Hydro+%28Less+Than+1+Mk%29+Worldwide%3A+the+Pattern+of+Success&rft.au=Brownrigg%2C+Leslie+A&rft.aulast=Brownrigg&rft.aufirst=Leslie&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1212&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; AREA COMPARISONS; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; DECISION MAKING; ELECTRIC POWER DISTRIBUTION; RURAL ELECTRIFICATION; DEVELOPING NATIONS; DECENTRALIZED ENERGY SYSTEMS ER - TY - JOUR T1 - Planning for Large Pumped-Storage Developments AN - 14948938; 10782992 AB - USBR's appraisal of hydropower applications on the North Platte river, MO, is presented. Two pumped-storage developments that could make use of existing reservoirs were part of a feasibility study. Planning activities needed to meet the water resources council's principles & standards for water & related land resources planning are identified. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Nelson, Lawrence L Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 387 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES PLANNING KW - CONFERENCE PAPER KW - WYOMING KW - PEAK SHAVING KW - PUMPED STORAGE KW - ENERGY DEVELOPMENT ESTIMATE COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948938?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Planning+for+Large+Pumped-Storage+Developments&rft.au=Nelson%2C+Lawrence+L&rft.aulast=Nelson&rft.aufirst=Lawrence&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=387&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PEAK SHAVING; WATER RESOURCES PLANNING; CONFERENCE PAPER; PUMPED STORAGE; ENERGY DEVELOPMENT ESTIMATE COMPARISONS; WYOMING ER - TY - JOUR T1 - Small Hydro Development in Canadian Remote Communities AN - 14948389; 10782963 AB - Canada's development of small-scale Hydro power facilities in some of its remote communities was prompted by the desire to avoid the costs of diesel generation for electric supply. The main responsibility for hydropower development rests with the provinces, and the federal role in small-scale Hydro has been to maintain an inventory of sites. The federal role, has, however, increased to include demonstration programs, tax incentives, and new initiatives for oil substitution. Estimates of the potential for small-scale Hydro in Canada's remote communities are examined. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ostrom, A R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1187 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - PRIMARY FUEL KW - CANADA KW - POLICY AND PLANNING, NON US KW - OPERATING AND MAINTENANCE COSTS KW - ELECTRICITY SUPPLY, REGION KW - SUBSIDIES KW - PRICES, DIESEL FUEL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948389?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Small+Hydro+Development+in+Canadian+Remote+Communities&rft.au=Ostrom%2C+A+R&rft.aulast=Ostrom&rft.aufirst=A&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1187&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CANADA; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; POLICY AND PLANNING, NON US; OPERATING AND MAINTENANCE COSTS; ELECTRICITY SUPPLY, REGION; SUBSIDIES; PRIMARY FUEL; PRICES, DIESEL FUEL ER - TY - JOUR T1 - Federal Tax Incentives for Qualified Hydro Electric Generating Property AN - 14948366; 10782931 AB - Congress' attempts to encourage energy conversion to alternative energy sources by enacting special energy legislation are identified. The crude oil windfall profit tax Bill of 1980 provided an 11% of nonrefundable energy credit for property used in the development of hydroelectric power facilities with an installed capacity of 25 Mw or less. Other tax benefits such as depreciating and investment credits are discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ritter, Henry D AU - Smith, James H Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 416 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - TAXATION, FEDERAL KW - HYDROELECTRIC POWER, SMALL KW - ENERGY DEVELOPMENT INVESTMENT KW - LAW, FEDERAL KW - ECONOMIC INCENTIVES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948366?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Federal+Tax+Incentives+for+Qualified+Hydro+Electric+Generating+Property&rft.au=Ritter%2C+Henry+D%3BSmith%2C+James+H&rft.aulast=Ritter&rft.aufirst=Henry&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=416&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ECONOMIC INCENTIVES; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; TAXATION, FEDERAL; LAW, FEDERAL; ENERGY DEVELOPMENT INVESTMENT ER - TY - JOUR T1 - A Methodology for Reconnaissance Evaluation of Small Hydroelectric Development AN - 14948350; 10782925 AB - As part of USBR's low-head hydroelectric evaluation & inventory program a method for reconnaissance evaluation of small hydroelectric development in 17 Western states was developed. Future phases of the program will inventory low-head hydroelectric development sites in these states. Power generating capabilities of project facilities were determined. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Rawlings, Thomas J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 242 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MATHEMATIC MODELS, HYDROELECTRIC KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - ENV IMPACT ASSESSMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948350?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=A+Methodology+for+Reconnaissance+Evaluation+of+Small+Hydroelectric+Development&rft.au=Rawlings%2C+Thomas+J&rft.aulast=Rawlings&rft.aufirst=Thomas&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=242&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MATHEMATIC MODELS, HYDROELECTRIC; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; GENERATING CAPACITY; COST BENEFIT ANALYSIS, HYDROELECTRIC; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - A Methodology for Assessing the Technical and Economic Potential for Small-Scale Hydro Power Systems in Developing Countries, with Applications to South Korea and Portugal AN - 14948292; 10782957 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Stafurik, J AU - Streicher, A AU - Costello, F AU - Ahimaz, F Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1035 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - KOREA, SOUTH KW - AREA COMPARISONS KW - RAINFALL KW - FLOW MEASUREMENT KW - MATHEMATIC MODELS, WATER KW - PORTUGAL KW - DEVELOPING NATIONS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948292?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=A+Methodology+for+Assessing+the+Technical+and+Economic+Potential+for+Small-Scale+Hydro+Power+Systems+in+Developing+Countries%2C+with+Applications+to+South+Korea+and+Portugal&rft.au=Stafurik%2C+J%3BStreicher%2C+A%3BCostello%2C+F%3BAhimaz%2C+F&rft.aulast=Stafurik&rft.aufirst=J&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1035&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; CONFERENCE PAPER; RAINFALL; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; PORTUGAL; MATHEMATIC MODELS, WATER; KOREA, SOUTH; DEVELOPING NATIONS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Environmental Impacts of Hydroelectric Power Generation: Protection of Instream Resources AN - 14948279; 10782952 AB - The environmental effects of hydropower facilities on instream resources can be significant. The applicability of certain pieces of legislation on hydropower development is examined. According to a FWS internal issue paper, a new commitment to hydropower facilities is necessary. Several studies on instream issues are cited. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Spear, Michael J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 900 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - LAW, FEDERAL KW - FISHERIES, FRESHWATER KW - ENV IMPACT ASSESSMENT KW - AREA COMPARISONS KW - US FEDERAL ENERGY REGULATORY COMMISSION KW - US FISH AND WILDLIFE SERVICE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948279?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Environmental+Impacts+of+Hydroelectric+Power+Generation%3A+Protection+of+Instream+Resources&rft.au=Spear%2C+Michael+J&rft.aulast=Spear&rft.aufirst=Michael&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=900&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; US FEDERAL ENERGY REGULATORY COMMISSION; CONFERENCE PAPER; DAMS; HYDROELECTRIC POWER; US FISH AND WILDLIFE SERVICE; LAW, FEDERAL; FISHERIES, FRESHWATER; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - A Comparison of Preliminary and Comprehensive Hydropower Feasibility Estimates AN - 14948259; 10782941 AB - An inexpensive and fast method of determining preliminary feasibility of hydropower developments for 100 kw capacity is presented. For any site as small as 1 Mw or less potential capacity, a minimal expenditure is all that can be justified at the preliminary stage. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Gulliver, John S AU - Garver, Rodrick J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 596 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CAPITAL COSTS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - ENERGY DEVELOPMENT FINANCING KW - MATHEMATIC MODELS, ECONOMICS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948259?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=A+Comparison+of+Preliminary+and+Comprehensive+Hydropower+Feasibility+Estimates&rft.au=Gulliver%2C+John+S%3BGarver%2C+Rodrick+J&rft.aulast=Gulliver&rft.aufirst=John&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=596&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; ENERGY DEVELOPMENT FINANCING; MATHEMATIC MODELS, ECONOMICS ER - TY - JOUR T1 - Economic and Financial Analysis of Hydropower AN - 14948237; 10782937 AB - The financial feasibility of developing hydropower resources throughout the world is examined. In undeveloped nations there are still great potentials for conventional hydropower sites. In developed nations, economic trends have resulted in a reanalysis of existing hydropower projects and low-head sites which had been previously discarded. New hydropower will probably not be an important factor in energy resource allocation decisions, but it will play a role in controlling others factors. Economic and financial analyses are necessary if conventional hydropower is to be correctly apportioned. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Barbour, Edmund Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 536 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - POLICY AND PLANNING, FEDERAL KW - ENERGY DEVELOPMENT FINANCING KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948237?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Economic+and+Financial+Analysis+of+Hydropower&rft.au=Barbour%2C+Edmund&rft.aulast=Barbour&rft.aufirst=Edmund&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=536&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; POLICY AND PLANNING, FEDERAL; ENERGY DEVELOPMENT FINANCING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Licensing and the Environment AN - 14948143; 10782921 AB - The licensing system for hydroelectric projects is explained. Licenses can be granted for minor projects of 1500 kw or less, or for major projects of more than 1500 kw. Requirements for environmental reports on the projects are discussed. The reports are tailored according to the size of the project. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Edson, Quentin A Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 146 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - POWER PLANT LICENSING KW - HYDROELECTRIC POWER KW - ENDANGERED SPECIES KW - ENV IMPACT ASSESSMENT KW - US FEDERAL ENERGY REGULATORY COMMISSION KW - REGULATIONS, FEDERAL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948143?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Licensing+and+the+Environment&rft.au=Edson%2C+Quentin+A&rft.aulast=Edson&rft.aufirst=Quentin&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=146&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - US FEDERAL ENERGY REGULATORY COMMISSION; POWER PLANT LICENSING; CONFERENCE PAPER; DAMS; HYDROELECTRIC POWER; REGULATIONS, FEDERAL; ENDANGERED SPECIES; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Reshaping the Development of Hydroelectric Resources in the U.S. AN - 14948118; 10782916 AB - Ways in which the development of hydroelectric resources can be reshaped are discussed. The present generating capacity for hydroelectric power is 65,000 Mw producing 280 billion kwh. A doubling of current levels of hydropower production could lead to the displacement of two-thirds of electric generation by such sources as oil, nuclear, and natural gas. Hydropower's immunity to rising fuel costs is cited as a significant advantage. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Murkowski, Frank Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 55 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES PLANNING KW - CONFERENCE PAPER KW - FEDERAL GOVERNMENT PROGRAMS KW - REGULATIONS, FEDERAL KW - ENERGY DEVELOPMENT FINANCING KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948118?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Reshaping+the+Development+of+Hydroelectric+Resources+in+the+U.S.&rft.au=Murkowski%2C+Frank&rft.aulast=Murkowski&rft.aufirst=Frank&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=55&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER RESOURCES PLANNING; CONFERENCE PAPER; REGULATIONS, FEDERAL; ENERGY DEVELOPMENT FINANCING; COST BENEFIT ANALYSIS, HYDROELECTRIC; FEDERAL GOVERNMENT PROGRAMS ER - TY - JOUR T1 - Socio-Economic Considerations for Decentralized Small Scale Hydroelectric Projects in Developing Countries AN - 14948093; 10782958 AB - Techniques to determine the economic feasibility of small hydroelectric projects in decentralized rural regions differ greatly from normal assessments for larger communities. Considerations that are important in determining the socio-economic bonuses of decentralized Hydro projects are discussed, including project sizing, typical loads, screening and ranking, and machine reliability and back-up systems. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Auslam, David C AU - Wood, Thomas W Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1056 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - OPERATING AND MAINTENANCE COSTS KW - EMPLOYMENT, NON US KW - DEVELOPING NATIONS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948093?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Socio-Economic+Considerations+for+Decentralized+Small+Scale+Hydroelectric+Projects+in+Developing+Countries&rft.au=Auslam%2C+David+C%3BWood%2C+Thomas+W&rft.aulast=Auslam&rft.aufirst=David&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=1056&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; OPERATING AND MAINTENANCE COSTS; EMPLOYMENT, NON US; DEVELOPING NATIONS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - PURPA-the Power, the Price, and the Opportunities AN - 14948076; 10782946 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ely, Richard D Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 822 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PRICES, ELECTRICITY KW - COGENERATION KW - CONFERENCE PAPER KW - LAW, FEDERAL KW - ELECTRIC POWER TRANSMISSION KW - GENERATION KW - POWER POOLS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948076?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=PURPA-the+Power%2C+the+Price%2C+and+the+Opportunities&rft.au=Ely%2C+Richard+D&rft.aulast=Ely&rft.aufirst=Richard&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=822&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PRICES, ELECTRICITY; ELECTRIC POWER TRANSMISSION; COGENERATION; CONFERENCE PAPER; GENERATION; POWER POOLS; LAW, FEDERAL ER - TY - JOUR T1 - Micro-Hydropower in the United States AN - 14948045; 10782944 AB - Micro-hydropower encompasses projects that have an electrical capacity of less than 100 Mw. Micro-Hydro will never supply a significant portion of the nation's energy needs, but it can contribute to energy independence, decentralization, and national security. A 100-kw plant could supply the electrical energy needs of 70 homes. Advantages and drawbacks of micro-hydropower are examined. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Haroldsen, Ray O AU - Simpson, Ferrol B Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 684 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT OPERATION KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - SURVEYS KW - AREA COMPARISONS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14948045?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Micro-Hydropower+in+the+United+States&rft.au=Haroldsen%2C+Ray+O%3BSimpson%2C+Ferrol+B&rft.aulast=Haroldsen&rft.aufirst=Ray&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=684&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; CONFERENCE PAPER; POWER PLANT OPERATION; HYDROELECTRIC POWER, SMALL; SURVEYS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Assessment of Hydroelectric Pumped Storage Potential: 1981-2000 AN - 14947990; 10782990 AB - The future of hydroelectric pumped storage will depend on physical, economic, and environmental factors, such as growth in electricity use, fuel prices, inflation, construction costs, and environmental impacts. The applicability of pumped storage technology to nation-wide applications is described. It is an attractive system due to its flexibility and reliability. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Domenica, M F AU - Forbes, IA AU - Goellner, DA AU - Haines, F D AU - Tucker, R C Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 368 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SUPPLYDEMAND FORECASTING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - AREA COMPARISONS KW - TECHNOLOGY IMPACT ASSESSMENT KW - PUMPED STORAGE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947990?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Assessment+of+Hydroelectric+Pumped+Storage+Potential%3A+1981-2000&rft.au=Domenica%2C+M+F%3BForbes%2C+IA%3BGoellner%2C+DA%3BHaines%2C+F+D%3BTucker%2C+R+C&rft.aulast=Domenica&rft.aufirst=M&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=368&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; TECHNOLOGY IMPACT ASSESSMENT; CONFERENCE PAPER; SUPPLYDEMAND FORECASTING; PUMPED STORAGE; HYDROELECTRIC POWER; GENERATING CAPACITY ER - TY - JOUR T1 - Small Hydro at Potsdam, New York AN - 14947955; 10782968 AB - Small-scale hydropower development in Potsdam, NY, is discussed. Potsdam's hydroelectric power plant was constructed in 1925. In 1971 the plant's one unit was closed in favor of purchasing power from a nearby system. New designs and operations of the Potsdam hydroelectric power plant are explained. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Farag, E A AU - Richards, B Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1376 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - HYDROLOGY KW - POWER PLANT DESIGN KW - ELECTRIC POWER DISTRIBUTION KW - NEW YORK STATE KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947955?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Small+Hydro+at+Potsdam%2C+New+York&rft.au=Farag%2C+E+A%3BRichards%2C+B&rft.aulast=Farag&rft.aufirst=E&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1376&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; NEW YORK STATE; ELECTRIC POWER DISTRIBUTION; HYDROLOGY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - History of Hydroelectric Development in los Angeles AN - 14947949; 10782969 AB - The origins of hydroelectric development in Los Angeles date back to 1908 when a 120 kw power plant was constructed. The Los Angeles Dept. of water & power is the largest municipal utility in the U.S. and is responsible for the design and construction of most commercial facilities. The utility's resource capability is approximately 6770 Mw. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Clark, Rodney J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1405 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - TURBINE ENGINES, POWER PLANT KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - AREA COMPARISONS KW - ELECTRIC POWER TRANSMISSION KW - LOS ANGELES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947949?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=History+of+Hydroelectric+Development+in+los+Angeles&rft.au=Clark%2C+Rodney+J&rft.aulast=Clark&rft.aufirst=Rodney&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1405&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AREA COMPARISONS; ELECTRIC POWER TRANSMISSION; CONFERENCE PAPER; LOS ANGELES; TURBINE ENGINES, POWER PLANT; HYDROELECTRIC POWER; GENERATING CAPACITY ER - TY - JOUR T1 - The Economics of Small Hydro AN - 14947933; 10782955 AB - The economical feasibility of constructing a small-scale hydropower plant is reviewed. Even though many projects are currently under construction, the results from one site cannot necessarily be applied to other sites. Economics of small-scale Hydro is complicated and requires research into costs and revenues. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Brandl, Donald L Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 947 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - CAPITAL COSTS KW - FLOOD CONTROL KW - BONDS KW - REVENUES KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947933?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=The+Economics+of+Small+Hydro&rft.au=Brandl%2C+Donald+L&rft.aulast=Brandl&rft.aufirst=Donald&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=947&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; DAMS; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; BONDS; FLOOD CONTROL; TURBINE ENGINES, POWER PLANT; REVENUES; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - SHYFEA-a Small Hydroelectric Financial/Economic Analysis Package AN - 14947920; 10782954 AB - The SHYFEA, small scale hydroelectric finanical/economic analysis package, is one method of determining if a small-scale Hydro project will be economically feasible. SHYFEA is designed in accordance with four sequential modules which depend on the output of the previous module. Each model's results can be analyzed without extensive examinations of previous inputs. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Klotz, Louis H AU - Comer, Michael E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 934 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TAXATION KW - DEPRECIATION KW - REVENUES KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - MATHEMATIC MODELS, ECONOMICS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947920?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=SHYFEA-a+Small+Hydroelectric+Financial%2FEconomic+Analysis+Package&rft.au=Klotz%2C+Louis+H%3BComer%2C+Michael+E&rft.aulast=Klotz&rft.aufirst=Louis&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=934&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; DEPRECIATION; HYDROELECTRIC POWER, SMALL; TAXATION; REVENUES; COST BENEFIT ANALYSIS, HYDROELECTRIC; MATHEMATIC MODELS, ECONOMICS ER - TY - JOUR T1 - Low-Head Hydroelectric Evaluation and Inventory Program of U.S. Bureau of Reclamation AN - 14947916; 10782940 AB - The feasibility of low-head hydroelectric power development in the West is discussed. USBR evaluated Western U.S. potential as part of its Western energy expansion study. A three-year study will indicate the potential for low-head hydroelectric development. The study is being coordinated with USACE and is performed in three phases consisting of a study of additions at USBR facilities; an inventory of low-head resources in 17 Western states; and an analysis of 100 sites that appear suitable for low-head development. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Glenn, Bruce P Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 578 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES PLANNING KW - CONFERENCE PAPER KW - US BUREAU OF RECLAMATION KW - SURVEYS KW - UNITED STATES WEST KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947916?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Low-Head+Hydroelectric+Evaluation+and+Inventory+Program+of+U.S.+Bureau+of+Reclamation&rft.au=Glenn%2C+Bruce+P&rft.aulast=Glenn&rft.aufirst=Bruce&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=578&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER RESOURCES PLANNING; CONFERENCE PAPER; UNITED STATES WEST; US BUREAU OF RECLAMATION; COST BENEFIT ANALYSIS, HYDROELECTRIC; SURVEYS ER - TY - JOUR T1 - Determining the Historical Significance of Early Hydroelectric Stations-Implications to Developers AN - 14947896; 10782935 AB - Problems associated with the upgrading of old hydropower facilities include the loss of the plant itself, which often can be considered an important historical resource. Many hydropower facilities were built more than 50 years ago and are eligible to be registered with the Nat'l register of historic places. Developers dealing with such old facilities must realize the implications of conversion in terms of project design, construction, and operation. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Miakisz, Joseph A Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 512 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POWER PLANT LICENSING KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - POWER PLANT DESIGN KW - POWER PLANT EQUIPMENT KW - LANDMARK PRESERVATION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947896?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Determining+the+Historical+Significance+of+Early+Hydroelectric+Stations-Implications+to+Developers&rft.au=Miakisz%2C+Joseph+A&rft.aulast=Miakisz&rft.aufirst=Joseph&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=512&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - POWER PLANT LICENSING; CONFERENCE PAPER; POWER PLANT DESIGN; POWER PLANT EQUIPMENT; HYDROELECTRIC POWER; GENERATING CAPACITY; LANDMARK PRESERVATION ER - TY - JOUR T1 - Bureau of Reclamation Policy on Non-Federal Hydropower Development at Federal Sites AN - 14947867; 10782926 AB - Twenty-six hydropower sites were identified by USBR in 1980 as having the potential for non-federal development. The sites could be jointly controlled by USBR and non-federal interests for Western hydropower development. Environmental problems at the sites are identified. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Barrett, Clifford I Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 258 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - HYDROELECTRIC POWER KW - PUBLIC LANDS, FEDERAL KW - ENERGY DEVELOPMENT INVESTMENT KW - US BUREAU OF RECLAMATION KW - POWER PLANT SITING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947867?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Bureau+of+Reclamation+Policy+on+Non-Federal+Hydropower+Development+at+Federal+Sites&rft.au=Barrett%2C+Clifford+I&rft.aulast=Barrett&rft.aufirst=Clifford&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=258&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; HYDROELECTRIC POWER; PUBLIC LANDS, FEDERAL; ENERGY DEVELOPMENT INVESTMENT; US BUREAU OF RECLAMATION; POWER PLANT SITING ER - TY - JOUR T1 - The Changing Hydropower Policy in America AN - 14947847; 10782914 AB - Major changes in the U.S. hydropower policy are evaluated. The BASIC tenets of the Reagan administration vis-a-vis U.S. water resources are explained. Water issues being addressed by USDI are identified. The relationship between cost-sharing and hydropower is addressed. A drive toward cost-sharing with the states, the local sector, communities, and the private sector to develop new hydropower facilities has been undertaken by the administration. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Carruthers, Garry E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 33 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES PLANNING KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - POLICY AND PLANNING, FEDERAL KW - HYDROELECTRIC POWER KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947847?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=The+Changing+Hydropower+Policy+in+America&rft.au=Carruthers%2C+Garry+E&rft.aulast=Carruthers&rft.aufirst=Garry&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=33&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER RESOURCES PLANNING; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER; POLICY AND PLANNING, FEDERAL; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - DOE Small Hydropower Demonstration Program AN - 14947838; 10782929 AB - Data obtained from DOE's small hydropower demonstration program is discussed. The program consists of 20 small hydroelectric facilities that are at various stages of licensing and construction. Lessons that have been learned from the operation of these facilities are discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Rinehart, B N AU - Felton, LE Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 307 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - US DEPARTMENT OF ENERGY KW - POWER PLANT SITING KW - FEDERAL GOVERNMENT PROGRAMS KW - POWER PLANT CONSTRUCTION KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947838?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=DOE+Small+Hydropower+Demonstration+Program&rft.au=Rinehart%2C+B+N%3BFelton%2C+LE&rft.aulast=Rinehart&rft.aufirst=B&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=307&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT LICENSING; HYDROELECTRIC POWER, SMALL; POWER PLANT CONSTRUCTION; US DEPARTMENT OF ENERGY; ENERGY DEVELOPMENT FINANCING; POWER PLANT SITING; FEDERAL GOVERNMENT PROGRAMS ER - TY - JOUR T1 - Power on Line AN - 14947779; 10782915 AB - Accomplishments in the hydropower field since the USACE waterpower '79 conference are discussed. USACE has not begun a new hydropwer construction project, but five facilities are currently under construction. Approximately 200 studies are underway for the addition of hydropower at existing sites. A great disappointment has been the lack of new power on line since 1979. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Robinson, Hugh G Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 45 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SUPPLYDEMAND FORECASTING KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - POLICY AND PLANNING, FEDERAL KW - HYDROELECTRIC POWER KW - ENERGY DEVELOPMENT COMPARISONS KW - POWER PLANT CONSTRUCTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947779?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Power+on+Line&rft.au=Robinson%2C+Hugh+G&rft.aulast=Robinson&rft.aufirst=Hugh&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=45&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; SUPPLYDEMAND FORECASTING; ECONOMICS, HYDROELECTRIC; ENERGY DEVELOPMENT COMPARISONS; POWER PLANT CONSTRUCTION; HYDROELECTRIC POWER; POLICY AND PLANNING, FEDERAL ER - TY - JOUR T1 - Practical Micro-Hydro: a Case Study of a Demonstration and Stream Appraisal Project in the Mountains of North Carolina AN - 14947714; 10782945 AB - The feasibility of micro-Hydro power generation is demonstrated in a case study project in North Carolina. The differences between micro-Hydro and small-scale Hydro-power are explained. Micro-Hydro power appears to be limited in two respects; head and discharge. Micro-Hydro can obtain its head only from natural topographic drops and is thus limited to mountainous areas. North Carolina possesses the best topography for micro-Hydro development in the U.S. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ayers, Harvard G Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 728 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT OPERATION KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - APPROPRIATE TECHNOLOGY KW - POWER PLANT DESIGN KW - OPERATING AND MAINTENANCE COSTS KW - CONSTRUCTION COSTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947714?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Practical+Micro-Hydro%3A+a+Case+Study+of+a+Demonstration+and+Stream+Appraisal+Project+in+the+Mountains+of+North+Carolina&rft.au=Ayers%2C+Harvard+G&rft.aulast=Ayers&rft.aufirst=Harvard&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=728&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT OPERATION; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; APPROPRIATE TECHNOLOGY; OPERATING AND MAINTENANCE COSTS; CONSTRUCTION COSTS ER - TY - JOUR T1 - Six Midwestern Hydroelectric Projects from Original Construction to the 1980s AN - 14947699; 10782943 AB - Case histories of six small-scale hydroelectric projects from construction to the present are presented. Emphasis is placed on ongoing environmental problems and economic feasibility. Hydroelectric power is seen as being more favorable both economically and environmentally than other alternative energy forms. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Fisher, John E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 626 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - UNITED STATES MIDWEST KW - POWER PLANT OPERATION KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - SURVEYS KW - POWER PLANT DESIGN KW - POWER PLANT CONSTRUCTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947699?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Six+Midwestern+Hydroelectric+Projects+from+Original+Construction+to+the+1980s&rft.au=Fisher%2C+John+E&rft.aulast=Fisher&rft.aufirst=John&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=626&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - UNITED STATES MIDWEST; CONFERENCE PAPER; POWER PLANT OPERATION; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; POWER PLANT CONSTRUCTION; SURVEYS ER - TY - JOUR T1 - Optimum Hydro Development on the Upper Hudson AN - 14947696; 10782975 AB - Hydroelectric power development on the upper Hudson River has depended on a system approach to optimize development between the towns of hadley and FT. Edward. A system approach allows several Hydro sites to be evaluated as a unit in order to maximize development. A two-phase study program designed to optimize hydropower on the upper Hudson is discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Bristol, David R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1659 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - GENERATING CAPACITY KW - COMPUTER APPLICATIONS KW - FLOW MEASUREMENT KW - HUDSON RIVER KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - NIAGARA MOHAWK POWER CORP KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947696?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Optimum+Hydro+Development+on+the+Upper+Hudson&rft.au=Bristol%2C+David+R&rft.aulast=Bristol&rft.aufirst=David&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1659&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - COMPUTER APPLICATIONS; CONFERENCE PAPER; FLOW MEASUREMENT; GENERATING CAPACITY; HUDSON RIVER; COST BENEFIT ANALYSIS, HYDROELECTRIC; NIAGARA MOHAWK POWER CORP ER - TY - JOUR T1 - Program for Small Hydroelectric Powerplants: Electroperu AN - 14947654; 10782959 AB - The effects of Peru's small-scale hydroelectric power development program on human, social, and political development is discussed. Peru's national program was inaugurated in 1979 and seeks to complete Hydro projects that have already been started. Annual programs of construction are defined under the plan, and personnel are trained and organized to participate in the implementation of the projects and administration of the power stations. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1137 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - GOVERNMENT PROGRAMS, NON US KW - INTERNATIONAL COOPERATION KW - GEOGRAPHY KW - PERU KW - GERMANY, WEST KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947654?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Program+for+Small+Hydroelectric+Powerplants%3A+Electroperu&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1137&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - INTERNATIONAL COOPERATION; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; GOVERNMENT PROGRAMS, NON US; PERU; GEOGRAPHY; GERMANY, WEST; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - Exemptions from Part 1 of the Federal Power Act for Small Hydroelectric Power Projects AN - 14947617; 10782922 AB - FERC exemptions for small conduit hydroelectric facilities from all or part of the Federal Power Act, part 1 are examined. The exemptions are primarily aimed at licensing requirements. FERC was authorized to exempt small hydroelectric power projects from part 1 of the Act by the Energy Security Act of 1980. These pieces of legislation allowed the elimination of obstacles associated with licensing in the quest for development of U.S. hydropower potential. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Hoecker, James J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 153 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - POLICY AND PLANNING, FEDERAL KW - ENERGY DEVELOPMENT INVESTMENT KW - LAW, FEDERAL KW - ECONOMIC INCENTIVES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947617?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Exemptions+from+Part+1+of+the+Federal+Power+Act+for+Small+Hydroelectric+Power+Projects&rft.au=Hoecker%2C+James+J&rft.aulast=Hoecker&rft.aufirst=James&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=153&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ECONOMIC INCENTIVES; CONFERENCE PAPER; POWER PLANT LICENSING; HYDROELECTRIC POWER, SMALL; POLICY AND PLANNING, FEDERAL; LAW, FEDERAL; ENERGY DEVELOPMENT INVESTMENT ER - TY - JOUR T1 - The Power Authority of the State of New York (PASNY) and Its Hydro Expansion Program AN - 14947503; 10782974 AB - The new York state power authority's Hydro expansion program seeks to tap the hydroelectric potential of the St. Lawrence and Niagara rivers. In addition to developing the Hydro resources of both rivers, the authority operates a 1000 Mw blenheim-gilboa pumped storage plant. Two nuclear plants and one oil-fired plant are also in operation. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Cucolo, Belmonete P Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1640 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - STATE AND LOCAL GOVERNMENT AGENCIES KW - DAM SITING KW - POWER PLANTS, OIL FIRED KW - NEW YORK STATE KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947503?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=The+Power+Authority+of+the+State+of+New+York+%28PASNY%29+and+Its+Hydro+Expansion+Program&rft.au=Cucolo%2C+Belmonete+P&rft.aulast=Cucolo&rft.aufirst=Belmonete&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1640&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT LICENSING; STATE AND LOCAL GOVERNMENT AGENCIES; HYDROELECTRIC POWER; NEW YORK STATE; POWER PLANTS, OIL FIRED; DAM SITING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Tax Exempt Financing of Small Hydroelectric Generating Facilities AN - 14947441; 10782949 AB - The extent to which tax-exempt financing of small-scale hydroelectric power facilities is available is discussed. Advantages and drawbacks of such a method of financing a project are examined. One method of reducing costs-tax-exempt municipal bonds-result in reduced borrowing costs at conventional rates. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Campbell, Robert H Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 862 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - TAXATION, FEDERAL KW - HYDROELECTRIC POWER, SMALL KW - LAW, FEDERAL KW - LOANS KW - BONDS KW - CONSTRUCTION COSTS KW - ENERGY DEVELOPMENT FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947441?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Tax+Exempt+Financing+of+Small+Hydroelectric+Generating+Facilities&rft.au=Campbell%2C+Robert+H&rft.aulast=Campbell&rft.aufirst=Robert&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=862&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - LOANS; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; TAXATION, FEDERAL; BONDS; CONSTRUCTION COSTS; LAW, FEDERAL; ENERGY DEVELOPMENT FINANCING ER - TY - JOUR T1 - Techniques in the Economic Evaluation of Hydroelectric Power Plants AN - 14947422; 10782939 AB - Economic evaluations of hydroelectric power plants depend on data garnered from thousands of studies. The U.S. Water Resources Council has formalized USACE's BASIC evaluation technique. The benefit estimation of hydroelectric plants is highlighted. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Campbell, David C Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 561 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PRICES, ELECTRICITY KW - SUPPLYDEMAND FORECASTING KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - OPERATING AND MAINTENANCE COSTS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947422?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Techniques+in+the+Economic+Evaluation+of+Hydroelectric+Power+Plants&rft.au=Campbell%2C+David+C&rft.aulast=Campbell&rft.aufirst=David&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=561&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PRICES, ELECTRICITY; CONFERENCE PAPER; SUPPLYDEMAND FORECASTING; ECONOMICS, HYDROELECTRIC; OPERATING AND MAINTENANCE COSTS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Feasibility Study for Additional Low-Head Hydropower Development on the McClellan-Kerr Arkansas River Navigation System AN - 14947409; 10782938 AB - The McClellan-Kerr Arkansas River Navigation System is USACE's largest civil works project. The system comprises seven upstream multiple-purpose projects. Changing energy supplies have made the development of power at these low-head projects desirable. In 1979, USACE was authorized by the government to determine the hydropower potential at these projects. An economic evaluation of low-head run-of-the-river projects is provided. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Carter, Kenneth W Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 550 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SUPPLYDEMAND FORECASTING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - ENERGY DEVELOPMENT COMPARISONS KW - POWER PLANT CONSTRUCTION KW - ARKANSAS RIVER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947409?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Feasibility+Study+for+Additional+Low-Head+Hydropower+Development+on+the+McClellan-Kerr+Arkansas+River+Navigation+System&rft.au=Carter%2C+Kenneth+W&rft.aulast=Carter&rft.aufirst=Kenneth&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=550&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; SUPPLYDEMAND FORECASTING; ENERGY DEVELOPMENT COMPARISONS; POWER PLANT CONSTRUCTION; HYDROELECTRIC POWER; GENERATING CAPACITY; ARKANSAS RIVER ER - TY - JOUR T1 - Potential for Increasing the Output of Existing Hydroelectric Plants AN - 14947387; 10782918 AB - The potential for additional hydroelectric power generation at existing plants is discussed. The study was conducted as part of USACE's Nat'l Hydropower Study. Increased power output through physical improvements in generating facilities and different operation procedures were analyzed. Estimates of power increases that could be attained through better operation are provided. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Davis, Darryl W AU - Buckley, John J Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 82 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT OPERATION KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - EFFICIENCY KW - GENERATING CAPACITY KW - POWER PLANT DESIGN KW - POWER PLANT EQUIPMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14947387?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Potential+for+Increasing+the+Output+of+Existing+Hydroelectric+Plants&rft.au=Davis%2C+Darryl+W%3BBuckley%2C+John+J&rft.aulast=Davis&rft.aufirst=Darryl&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=82&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT OPERATION; POWER PLANT DESIGN; POWER PLANT EQUIPMENT; HYDROELECTRIC POWER; GENERATING CAPACITY; EFFICIENCY ER - TY - JOUR T1 - Measures to Protect and Improve Fish and Wildlife Resources at Hydropower Developments AN - 14166280; 10394428 AB - Approaches to preserving fish and wildlife resources near hydropower projects are discussed. USACE, FWS, and GAO have provided decision-makers with data on the consequences of previous decisions on hydropower facilities. Measures that can be taken to alleviate constraints on the equal consideration of fish and wildlife in water resources developments are identified. The biological effects of certain measures on habitats and populations are described. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Horak, Gerald C AU - Olson, James E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 484 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - POWER PLANT OPERATION KW - WILDLIFE KW - WATER LEVELS KW - MIGRATION, ANIMAL KW - BIOLOGY, FISH KW - REPRODUCTION, FISH KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14166280?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Measures+to+Protect+and+Improve+Fish+and+Wildlife+Resources+at+Hydropower+Developments&rft.au=Horak%2C+Gerald+C%3BOlson%2C+James+E&rft.aulast=Horak&rft.aufirst=Gerald&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=484&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - BIOLOGY, FISH; POWER PLANT OPERATION; CONFERENCE PAPER; DAMS; REPRODUCTION, FISH; WILDLIFE; WATER LEVELS; MIGRATION, ANIMAL ER - TY - JOUR T1 - Wasted Water Pressure and Potential Energy Generation AN - 14163062; 10394255 AB - Techniques employed by Boulder, Co, to stop water pressure reduction in pipes carrying water from its supply system to its treatment plant and then to reservoirs are discussed. Pressure is reduced by reduction valves or a surge tank. A feasibility study on the untapped hydroelectric potential from water cascading down from the City's Western mountains was conducted. The study sought to determine the feasibility of capturing excess water pressure through the replacement of the reduction valves with small-scale hydroelectric turbines. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Stern, Philip S Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 1534 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - COLORADO KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - PIPELINE TRANSMISSION KW - FLOW MEASUREMENT KW - WATER CONSERVATION KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14163062?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Wasted+Water+Pressure+and+Potential+Energy+Generation&rft.au=Stern%2C+Philip+S&rft.aulast=Stern&rft.aufirst=Philip&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=1534&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PIPELINE TRANSMISSION; CONFERENCE PAPER; COLORADO; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY; WATER CONSERVATION; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Potential Energy and Capacity Gains from Flood Control Storage Reallocation at Existing U.S. Hydropower Reservoirs AN - 14160928; 10394253 AB - Potential increases in hydroelectric power generation resulting from the reallocation of flood control storage at hydropower reservoirs were investigated. Energy and capacity gains from the addition of existing installed capacity and storage allocation were considered. Detailed sequential routings were performed with a representative sample of hydropower projects. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Eichert, Bill S AU - Bonner, Vernon R Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 97 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - HYDROLOGY KW - RESERVOIRS KW - FLOOD CONTROL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14160928?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Potential+Energy+and+Capacity+Gains+from+Flood+Control+Storage+Reallocation+at+Existing+U.S.+Hydropower+Reservoirs&rft.au=Eichert%2C+Bill+S%3BBonner%2C+Vernon+R&rft.aulast=Eichert&rft.aufirst=Bill&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=97&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; DAMS; RESERVOIRS; FLOOD CONTROL; HYDROELECTRIC POWER; GENERATING CAPACITY; HYDROLOGY ER - TY - JOUR T1 - Some Reflections on Ancient Environmental Beliefs with Respect to the Three Gorge Dam AN - 14160012; 10393954 AB - China's planned three Gorge dam hydropower project could become the largest hydropower project in the world. The project was envisaged as a method of avoiding frequent flood disasters and providing enough electricity to aid the Chinese in developing a modern China. A group of American experts recently visited the site of the proposed dam and concluded that building four to six dams along the yanzi river would be more feasible. Chinese rebuttals to this suggestion are discussed. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Chen, Jerry K Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 520 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - DAMS KW - PHILOSOPHICAL IMPLICATION ENV KW - CHINA, PEOPLE'S REPUBLIC KW - AESTHETICS KW - FLOOD CONTROL KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14160012?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Some+Reflections+on+Ancient+Environmental+Beliefs+with+Respect+to+the+Three+Gorge+Dam&rft.au=Chen%2C+Jerry+K&rft.aulast=Chen&rft.aufirst=Jerry&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=520&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DAMS; CONFERENCE PAPER; PHILOSOPHICAL IMPLICATION ENV; FLOOD CONTROL; CHINA, PEOPLE'S REPUBLIC; AESTHETICS; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Environmental Effects and Regulations Governing Small Scale Hydropower Facilities AN - 14159964; 10393955 AB - Regulations governing the operation of small-scale hydropower facilities are examined. The energy & security Act of 1980 advised FERC to exempt small-scale Hydro facilities from licensing requirements of the Federal Power Act. The Public Utility Regulatory Policies Act assured the hydropower owner that he could purchase electricity at reasonable prices. As a result of these initiatives, applications for preliminary permits have flooded FERC, which created the incentive to eliminate or reduce FERC licensing. JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Grov, Carl F AU - Jones, Barbara E Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 881 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - ENV IMPACT ASSESSMENT KW - US FEDERAL ENERGY REGULATORY COMMISSION KW - REGULATIONS, FEDERAL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14159964?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Environmental+Effects+and+Regulations+Governing+Small+Scale+Hydropower+Facilities&rft.au=Grov%2C+Carl+F%3BJones%2C+Barbara+E&rft.aulast=Grov&rft.aufirst=Carl&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=881&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - US FEDERAL ENERGY REGULATORY COMMISSION; CONFERENCE PAPER; POWER PLANT LICENSING; HYDROELECTRIC POWER, SMALL; REGULATIONS, FEDERAL; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Downstream Releases: Implications for Hydroelectric Development and Natural Resource Management AN - 14159626; 10394254 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Cunningham, Carol AU - Knapp, William Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 453 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER RESOURCES PLANNING KW - DAMS KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - WATER LEVELS KW - NEW ENGLAND KW - AQUATIC ECOSYSTEMS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14159626?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Downstream+Releases%3A+Implications+for+Hydroelectric+Development+and+Natural+Resource+Management&rft.au=Cunningham%2C+Carol%3BKnapp%2C+William&rft.aulast=Cunningham&rft.aufirst=Carol&rft.date=1981-06-22&rft.volume=&rft.issue=&rft.spage=453&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER RESOURCES PLANNING; CONFERENCE PAPER; DAMS; NEW ENGLAND; HYDROELECTRIC POWER; AQUATIC ECOSYSTEMS; WATER LEVELS ER - TY - JOUR T1 - Hydropower in New England: Assessing the Environmental Tradeoffs AN - 14159513; 10393957 JF - Usace/Et AL Waterpower 81 Int Hydropower Conf, DC AU - Ris, Howard Y1 - 1981/06/22/ PY - 1981 DA - 1981 Jun 22 SP - 922 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DAMS KW - HYDROELECTRIC POWER, SMALL KW - RIVER BASINS KW - WATER LEVELS KW - FISHERIES, FRESHWATER KW - NEW ENGLAND KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14159513?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.atitle=Hydropower+in+New+England%3A+Assessing+the+Environmental+Tradeoffs&rft.au=Ris%2C+Howard&rft.aulast=Ris&rft.aufirst=Howard&rft.date=1981-06-22&rft.volume=2&rft.issue=&rft.spage=922&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Waterpower+81+Int+Hydropower+Conf%2C+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DAMS; NEW ENGLAND; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; RIVER BASINS; WATER LEVELS; COST BENEFIT ANALYSIS, HYDROELECTRIC; FISHERIES, FRESHWATER ER - TY - RPRT T1 - Potential for Increasing the Output of Existing Hydroelectric Plants AN - 19451866; 7399335 AB - The potential for increasing power output both through physical improvements in generating equipment and by changes in the manner that existing projects are operated were investigated and estimates of power increase prepared. The investigation was nationwide in scope, including Hawaii, Alaska, and Puerto Rico. All existing hydroelectric plants, regardless of ownership, were investigated for improvement in power output. The potential is identified by the type of improvement and is reported as aggregate regional values and national summaries. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W AU - Buckley, J J Y1 - 1981/06// PY - 1981 DA - June 1981 SP - 26 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - USA, Alaska KW - USA, Hawaii KW - Hydroelectric Plants KW - Property rights KW - Aggregates KW - ASW, Greater Antilles, Puerto Rico KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451866?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W%3BBuckley%2C+J+J&rft.aulast=Davis&rft.aufirst=D&rft.date=1981-06-01&rft.volume=&rft.issue=&rft.spage=26&rft.isbn=&rft.btitle=Potential+for+Increasing+the+Output+of+Existing+Hydroelectric+Plants&rft.title=Potential+for+Increasing+the+Output+of+Existing+Hydroelectric+Plants&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Potential Energy and Capacity Gains from Flood Control Storage Reallocation at Existing U.S. Hydropower Reservoirs AN - 19449593; 7399334 AB - This paper describes the procedures and results of an investigation to evaluate potential increases in nationwide hydropower production that could be achieved by reallocation of flood control storage at existing hydropower reservoirs. One aspect of the investigation considered only the increase in energy that could be achieved by storage reallocation; a second aspect considered potential gains in both energy and capacity that could be achieved by adding to the existing installed capacity as well as storage reallocation. The investigation was performed by the Hydrologic Engineering Center of the US Army Corps of Engineers, and is a component of a technical overview study which is part of the National Hydropower Study. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S AU - Bonner, V R Y1 - 1981/06// PY - 1981 DA - June 1981 SP - 24 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Storage KW - Flood Control KW - Flood control KW - USA KW - Engineering KW - Energy KW - Hydroelectric Plants KW - Capacity KW - Reservoirs KW - Potential energy KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449593?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S%3BBonner%2C+V+R&rft.aulast=Eichert&rft.aufirst=B&rft.date=1981-06-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=Potential+Energy+and+Capacity+Gains+from+Flood+Control+Storage+Reallocation+at+Existing+U.S.+Hydropower+Reservoirs&rft.title=Potential+Energy+and+Capacity+Gains+from+Flood+Control+Storage+Reallocation+at+Existing+U.S.+Hydropower+Reservoirs&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Tunnels and shafts in rock; book review AN - 51794688; 1981-066187 JF - Bulletin of the Association of Engineering Geologists AU - Sydnor, Robert Y1 - 1981/05// PY - 1981 DA - May 1981 SP - 222 PB - Association of Engineering Geologists, Dallas, TX VL - 18 IS - 2 SN - 0004-5691, 0004-5691 KW - engineering geology KW - title KW - book reviews KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51794688?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Bulletin+of+the+Association+of+Engineering+Geologists&rft.atitle=Tunnels+and+shafts+in+rock%3B+book+review&rft.au=Sydnor%2C+Robert&rft.aulast=Sydnor&rft.aufirst=Robert&rft.date=1981-05-01&rft.volume=18&rft.issue=2&rft.spage=222&rft.isbn=&rft.btitle=&rft.title=Bulletin+of+the+Association+of+Engineering+Geologists&rft.issn=00045691&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - TX N1 - Last updated - 2012-06-06 N1 - CODEN - ENGEA9 N1 - SubjectsTermNotLitGenreText - book reviews; engineering geology; title ER - TY - JOUR T1 - Sand resources and geological character of Long Island Sound AN - 51641405; 1983-017922 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Williams, S Jeffress Y1 - 1981/05// PY - 1981 DA - May 1981 SP - 65 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA SN - 0271-499X, 0271-499X KW - United States KW - stratigraphy KW - mineral exploration KW - resources KW - Quaternary KW - geophysical surveys KW - geophysical methods KW - economic geology KW - seismic methods KW - sands KW - genesis KW - Cenozoic KW - gravel deposits KW - New York KW - Long Island Sound KW - surveys KW - North Atlantic KW - Long Island KW - Atlantic Ocean KW - 23:Geomorphology KW - 28A:Economic geology, geology of nonmetal deposits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51641405?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Williams%2C+S+Jeffress&rft.aulast=Williams&rft.aufirst=S&rft.date=1981-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sand+resources+and+geological+character+of+Long+Island+Sound&rft.title=Sand+resources+and+geological+character+of+Long+Island+Sound&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2014, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Number of references - 50 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. 8 tables, geol. sketch maps N1 - Last updated - 2014-05-15 N1 - SubjectsTermNotLitGenreText - Atlantic Ocean; Cenozoic; economic geology; genesis; geophysical methods; geophysical surveys; gravel deposits; Long Island; Long Island Sound; mineral exploration; New York; North Atlantic; Quaternary; resources; sands; seismic methods; stratigraphy; surveys; United States ER - TY - RPRT T1 - The New HEC-1 Flood Hydrograph Package AN - 19449529; 7399314 AB - This paper describes the new version of the HEC-1 Flood Hydrograph Package -- a comprehensive simulation model computer program. The many hydrologic and hydraulic simulation capabilities of the model are described. Special emphasis is given to analysis of dam safety and dam failure flood damage studies, and urban hydrology. The general applicability and usage of the model are described. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Feldman, AD AU - Ely, P B AU - Goldman, D M Y1 - 1981/05// PY - 1981 DA - May 1981 SP - 34 KW - Water Resources Abstracts KW - Flood Hydrographs KW - Hydraulics KW - Hydrologic Models KW - Urban Hydrology KW - Computer Programs KW - Safety KW - Dam Failure KW - Flood Damage KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449529?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Feldman%2C+AD%3BEly%2C+P+B%3BGoldman%2C+D+M&rft.aulast=Feldman&rft.aufirst=AD&rft.date=1981-05-01&rft.volume=&rft.issue=&rft.spage=34&rft.isbn=&rft.btitle=The+New+HEC-1+Flood+Hydrograph+Package&rft.title=The+New+HEC-1+Flood+Hydrograph+Package&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Movable-bed laboratory experiments comparing radiation stress and energy flux factor as predictors of longshore transport rate AN - 51808984; 1981-059356 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Vitale, Philip Y1 - 1981/04// PY - 1981 DA - April 1981 SP - 94 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-4 SN - 0193-5992, 0193-5992 KW - beaches KW - experimental studies KW - dynamics KW - stress KW - longshore transport KW - shorelines KW - rates KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51808984?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Vitale%2C+Philip&rft.aulast=Vitale&rft.aufirst=Philip&rft.date=1981-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Movable-bed+laboratory+experiments+comparing+radiation+stress+and+energy+flux+factor+as+predictors+of+longshore+transport+rate&rft.title=Movable-bed+laboratory+experiments+comparing+radiation+stress+and+energy+flux+factor+as+predictors+of+longshore+transport+rate&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 12 N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; dynamics; experimental studies; longshore transport; rates; shorelines; stress ER - TY - RPRT T1 - Hydrologic Engineering in Planning AN - 19463295; 7891173 AB - This manual is intended as instructive material which presents the basic purpose, concepts and methodologies of hydrologic engineering. It is organized into three main sections: Hydrograph Analysis, Fluvial Hydraulics, and Frequency Analysis. Also, covered are Reservoir Yield Studies and Managing Hydrologic Studies. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Burnham, M W AU - Johnson, W K AU - Davis, D W Y1 - 1981/04// PY - 1981 DA - April 1981 SP - 362 KW - Water Resources Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Reservoir Yield KW - Hydraulics KW - Training aids KW - Engineering KW - Frequency analysis KW - Training KW - Planning KW - Hydrograph Analysis KW - Frequency Analysis KW - Manuals KW - Q2 09169:Fluid mechanics KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19463295?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Burnham%2C+M+W%3BJohnson%2C+W+K%3BDavis%2C+D+W&rft.aulast=Burnham&rft.aufirst=M&rft.date=1981-04-01&rft.volume=&rft.issue=&rft.spage=362&rft.isbn=&rft.btitle=Hydrologic+Engineering+in+Planning&rft.title=Hydrologic+Engineering+in+Planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Report of Survey of Corps of Engineers Construction Workforce AN - 19247528; 8200102 AB - A survey of the Corps of Engineers construction workforce was conducted in order to develop an empirical basis for determining employment benefits due to construction of Corps projects, and to develop an empirical basis for determining the socioeconomic impacts of the workforce utilized for Corps project construction on local communities. The study is based on a 51-project sample selected from 136 projects constructed during 1979. The data base represents 4,089 complete responses from workers at a cross-section of Corps projects. Project types include: flood control, reservoirs, power projects, channels and harbors, locks and dam projects, beach erosion projects, and replacement projects. Some unemployment immediately prior to beginning work on Corps projects was reported by 39.6% of the workers. Clear differences in previous unemployment status were found among the workforce according to occupational group, locality, and the project area EDA status. The survey revealed that a large majority of the Corps ' construction workforce is composed of local workers (69.4%). Approximately 60% of the non-local workforce is accompanied by dependents. A ratio of 1.24 dependents to each non-local worker was computed. For non-local workers, nearness to project site seems to be the most important housing choice location criterion. (Moore-SRC) JF - Available from the National Technical Information Service, Springfield VA 22161 as AD-A103324, Price codes: A07 in paper copy, A01 in microfiche. Research Report 81-R05, June 1981. 135 p, 3 Fig, 41 Tab, 31 Ref, 3 Append. AU - Dunning, C M AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1981/04// PY - 1981 DA - Apr 1981 KW - Water Resources Abstracts KW - Employment KW - Social aspects KW - Construction KW - Economic impact KW - Engineering personnel KW - Corps of Engineers KW - Benefits KW - Cost-benefit analysis KW - Dam construction KW - Unemployment KW - Reservoir construction KW - Flood control KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19247528?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Report+of+Survey+of+Corps+of+Engineers+Construction+Workforce&rft.au=Dunning%2C+C+M&rft.aulast=Dunning&rft.aufirst=C&rft.date=1981-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Wastewater Treatment by a Prototype Slow Rate Land Treatment System AN - 19246044; 8202981 AB - Six slow rate land treatment prototypes, three containing a Windsor sandy loam and three containing Charlton silt loam, were studied from June 1974-May 1980. The systems were spray irrigated with either primary or secondary wastewater at application rates ranging from 2.5 cm/wk to 15 cm/wk. Application schedules were also varied. The performance of forage grasses was studied to determine the yield and nutrient uptake under the various application regimes. On a mass basis, an average of 91% of the nitrogen (N) applied could be attributed to either plant uptake or percolation of soluble N, mainly nitrate. Nitrate concentrations in the percolate correlated with N loading rate. An N loading rate of 800 kg/ha resulted in a mean concentration of about 10 mg/L of nitrate-N in the percolate. Plant uptake of N was linearly related to N loading rate at loading rates less than 800 kg/ha. In this range , plant uptake accounted for about 60% of the N applied. Plant yields averaged 13.1 tonnes/ha, three times the average for the area. Mean phosphorus (P) concentrations in the percolate ranged from 0.03 to 0.07 mg/L and depended only slightly on application rate. Removal of P averaged greater than 99% for all application regimes. Water balance measurements indicated that evapotranspiration exceeded pan evaporation by a factor ranging from 0.86 to 1.17 over a 6-year period. Treatment of biochemical oxygen demand (BOD5), suspended solids, total organic carbon (TOC), and fecal coliform were excellent. Residual levels of BOD5, suspended solids, and TOC in the percolate averaged 1.3, 1.2 and 1.8 mg/L, respectively. Fecal coliform bacteria in the percolate were reduced to detection limits independent of whether the wastewater was pretreated or disinfected before application. A significant reduction in chloroform and other volatile trace organics was also found. Mean concentrations of chloroform were reduced from 9.6 microgram/L in the chlorinated primary wastewater to about 0.2 microgram/L in the test cell percolates. No significant downward movement of heavy metals was found 5 years after suspension of heavy metal application. Potassium (K) fertilization was necessary to balance the low K/N ratio of the wastewater. (Brambley-SRC) JF - Available from the National Technical Information Service, Springfield VA 22161 as AD-A106 975, Price codes: A04 in paper copy, A01 in microfiche. Army Corps of Engineers CRREL Report 81-14, August, 1981. 52 p, 15 Fig, 26 Tab, 68 Ref. AU - Jenkins, T F AU - Palazzo, A J AD - Cold Regions Research and Engineering Lab. Hanover, NH Y1 - 1981/04// PY - 1981 DA - Apr 1981 KW - Water Resources Abstracts KW - Municipal wastewater KW - Land disposal KW - Wastewater disposal KW - Spray irrigation KW - Nutrient removal KW - Forages KW - Coliforms KW - Biochemical oxygen demand KW - Suspended solids KW - Organic carbon KW - Nitrogen KW - Phosphorus KW - Crop yield KW - Heavy metals KW - Percolation KW - Fertilization KW - SW 3040:Wastewater treatment processes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19246044?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Wastewater+Treatment+by+a+Prototype+Slow+Rate+Land+Treatment+System&rft.au=Jenkins%2C+T+F%3BPalazzo%2C+A+J&rft.aulast=Jenkins&rft.aufirst=T&rft.date=1981-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Dredged Material Containment in Long Island Sound (With Special Emphasis on Eastern New York Waters) AN - 19024480; 8709474 AB - One hundred twenty-one sites for possible permanent dredged material containment facilities along the New York-Connecticut shoreline were examined. The primary considerations for site selection were presented and discussed. Considerations include: engineering aspects such as containment capacity, exposure access; optimization of economic benefits such as minimum construction costs and capitol investments, minimum operations and maintenance costs, maximum re-use potential; environmental protection; and protection of overall public interest, including public health and welfare, social acceptability, and legal and regulatory aspects. (Halterman-PTT) JF - Available from the National Technical Information Service, Springfield VA 22161, as ADA-122969, A07 in paper copy, A01 in microfiche. Addendum to Interim Report to U.S. Army Corps of Engineers, New England Div., March 1981. 128 p, 13 fig, 21 tab, 1 ref, 2 append. AU - Pagenkopf, J AD - Tetra Tech, Inc , Melville, NY Y1 - 1981/04// PY - 1981 DA - Apr 1981 KW - Water Resources Abstracts KW - Dredging KW - New York KW - Connecticut KW - Ocean dumping KW - Water pollution control KW - Water pollution prevention KW - Water pollution sources KW - Spoil banks KW - Wastes KW - Waste disposal KW - Waste management KW - SW 3050:Ultimate disposal of wastes KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19024480?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Dredged+Material+Containment+in+Long+Island+Sound+%28With+Special+Emphasis+on+Eastern+New+York+Waters%29&rft.au=Pagenkopf%2C+J&rft.aulast=Pagenkopf&rft.aufirst=J&rft.date=1981-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - BOOK T1 - Digest of water resources policies and authorities T2 - EP 1165-2-1 AN - 59224992; 1982-0802470 AB - Rules, regulations and procedures governing water resource projects, especially those of the Corps of Engineers, US Army. JF - Washington, DC 20314, March 27 1981. Y1 - 1981/03/27/ PY - 1981 DA - 1981 Mar 27 PB - Washington, DC 20314 KW - United States -- Army -- Engineers corps KW - Water resources development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59224992?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-03-27&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Digest+of+water+resources+policies+and+authorities&rft.title=Digest+of+water+resources+policies+and+authorities&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Washington, DC 20314 pa N1 - Document feature - chart(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - Beach changes at Atlantic City, New Jersey (1962-73) AN - 51792893; 1981-061464 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - McCann, Dennis P Y1 - 1981/03// PY - 1981 DA - March 1981 SP - 142 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-3 SN - 0193-5992, 0193-5992 KW - United States KW - engineering geology KW - beaches KW - shorelines KW - New Jersey KW - Atlantic County New Jersey KW - Atlantic City New Jersey KW - changes KW - Atlantic Coastal Plain KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51792893?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=McCann%2C+Dennis+P&rft.aulast=McCann&rft.aufirst=Dennis&rft.date=1981-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Beach+changes+at+Atlantic+City%2C+New+Jersey+%281962-73%29&rft.title=Beach+changes+at+Atlantic+City%2C+New+Jersey+%281962-73%29&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 27 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - Atlantic City New Jersey; Atlantic Coastal Plain; Atlantic County New Jersey; beaches; changes; engineering geology; New Jersey; shorelines; United States ER - TY - JOUR T1 - Estimation of wave reflection and energy dissipation coefficients for beaches, revetments, and breakwaters AN - 51805465; 1981-059357 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Seelig, William N AU - Ahrens, John P Y1 - 1981/02// PY - 1981 DA - February 1981 SP - 40 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-1 SN - 0271-499X, 0271-499X KW - beaches KW - marine installations KW - breakwaters KW - revetments KW - dynamics KW - waves KW - shorelines KW - wave refraction KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51805465?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Seelig%2C+William+N%3BAhrens%2C+John+P&rft.aulast=Seelig&rft.aufirst=William&rft.date=1981-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Estimation+of+wave+reflection+and+energy+dissipation+coefficients+for+beaches%2C+revetments%2C+and+breakwaters&rft.title=Estimation+of+wave+reflection+and+energy+dissipation+coefficients+for+beaches%2C+revetments%2C+and+breakwaters&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 25 N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; breakwaters; dynamics; marine installations; revetments; shorelines; wave refraction; waves ER - TY - JOUR T1 - Environmental & water quality operational studies; a review of numerical reservoir hydrodynamic modeling AN - 51747257; 1982-024829 JF - Technical Report E - U.S. Army Corps of Engineers, Waterways Experiment Station, Explosive Excavation Research Laboratory AU - Johnson, Billy H Y1 - 1981/02// PY - 1981 DA - February 1981 SP - 160 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Explosive Excavation Research Laboratory, Livermore, CA IS - E-81-2 SN - 0731-0811, 0731-0811 KW - experimental studies KW - reservoirs KW - mathematical models KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51747257?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Johnson%2C+Billy+H&rft.aulast=Johnson&rft.aufirst=Billy&rft.date=1981-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Environmental+%26+water+quality+operational+studies%3B+a+review+of+numerical+reservoir+hydrodynamic+modeling&rft.title=Environmental+%26+water+quality+operational+studies%3B+a+review+of+numerical+reservoir+hydrodynamic+modeling&rft.issn=07310811&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Number of references - 50 N1 - PubXState - CA N1 - Document feature - illus. incl. 2 tables N1 - SuppNotes - Prep. for U. S. Army; final report N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - experimental studies; mathematical models; reservoirs ER - TY - JOUR T1 - Overland Flow: Removal of Toxic Volatile Organics AN - 19225875; 8102779 AB - Chlorine disinfection of water and wastewater produces a number of volatile organics of which haloforms are the volatile organochlorine compounds produced in highest concentration. A small-scale overland flow system was studied to determine its effectiveness in reducing the levels of volatile trace organics in municipal waste water. The prototype system is 30.5 m in length by 8.8 m wide, and was subdivided into three parallel test sections. Waste water was applied at five different rates ranging from 0.40 to 1.32 cm/hr. The period of application was generally seven hours a day, five days per week. Chlorinated primary waste water, water collected from the surface at various points downslope, and runoff were analyzed by gas chromatography/mass spectrometry using a purge and trap sampler. The results indicated that overload flow was effective in reducing the levels of these substances by 80-100% depending on the specific substance and the application rate. The removal mechanism was found to follow first order kinetics. The most likely mechanism to explain the observed behavior is volatilization. Comparison of the experimental results with theoretical prediction using published models resulted in reasonable agreement, considering the complexity of the system compared to the model systems. (Moore-SRC) JF - Army Corps of Engineers Special Report 81-1, February 1981. 19 p, 6 Fig, 10 Tab, 33 Ref, 1 Append. AU - Jenkins, T F AU - Leggett, D C AU - Martel, C J AU - Hare, HE AD - Cold Regions Research and Engineering Lab. Hanover, NH Y1 - 1981/02// PY - 1981 DA - Feb 1981 KW - Water Resources Abstracts KW - Overland flow KW - Chlorinated hydrocarbons KW - Waste water treatment KW - Municipal waste water KW - Volatility KW - Chlorination KW - Disinfection KW - Mathematical models KW - Kinetics KW - SW 3040:Wastewater treatment processes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19225875?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Overland+Flow%3A+Removal+of+Toxic+Volatile+Organics&rft.au=Jenkins%2C+T+F%3BLeggett%2C+D+C%3BMartel%2C+C+J%3BHare%2C+HE&rft.aulast=Jenkins&rft.aufirst=T&rft.date=1981-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - BOOK T1 - Transportation lines on the Atlantic, Gulf, and Pacific coasts, 1980 T2 - Transportation Ser. 5 AN - 59228619; 1982-2106022 AB - Compiled by the Waterborne Commerce Statistics Center, New Orleans, Louisiana. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1981. xxxii+198 pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - xxxii+198 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59228619?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=xxxii%2B198&rft.isbn=&rft.btitle=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1980&rft.title=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1980&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pa $2 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of New Orleans, Louisiana: mile 81 A.H.P. to mile 115 A.H.P., Mississippi River T2 - Port Ser. no. 20, Rev. 1981 AN - 59228086; 1982-1406724 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1981. vi+184+ pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+184+ PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- New Orleans, Louisiana UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59228086?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B184%2B&rft.isbn=&rft.btitle=The+port+of+New+Orleans%2C+Louisiana%3A+mile+81+A.H.P.+to+mile+115+A.H.P.%2C+Mississippi+River&rft.title=The+port+of+New+Orleans%2C+Louisiana%3A+mile+81+A.H.P.+to+mile+115+A.H.P.%2C+Mississippi+River&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $8.50 N1 - Document feature - il(s), map(s), index(es) N1 - SuppNotes - rev+5 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year, 1979: pt. 4, Waterways and harbors, Pacific coast, Alaska and Hawaii AN - 59227275; 1982-1802584 JF - District Engineer, U.S. Army District, San Francisco, 211 Main St., San Francisco, CA 94105, 1981. ix+124 pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - ix+124 PB - District Engineer, U.S. Army District, San Francisco, 211 Main St., San Francisco, CA 94105 KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59227275?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=ix%2B124&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year%2C+1979%3A+pt.+4%2C+Waterways+and+harbors%2C+Pacific+coast%2C+Alaska+and+Hawaii&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year%2C+1979%3A+pt.+4%2C+Waterways+and+harbors%2C+Pacific+coast%2C+Alaska+and+Hawaii&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army District, San Francisco, 211 Main St., San Francisco, CA 94105 pa $2 N1 - Document feature - table(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Mississippi River ports above and below New Orleans T2 - Port Ser. no. 20A AN - 59221285; 1982-1601146 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1981. vi+148+7 pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+148+7 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- Louisiana UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59221285?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B148%2B7&rft.isbn=&rft.btitle=Mississippi+River+ports+above+and+below+New+Orleans&rft.title=Mississippi+River+ports+above+and+below+New+Orleans&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $9.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Hampton Roads, Va.: Norfolk, Portsmouth, Hampton, Chesapeake, Newport News, Yorktown T2 - Port Ser. no. 11 AN - 59203001; 1982-0503399 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1981. vi+166+ pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+166+ PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- United States KW - Virginia UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59203001?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B166%2B&rft.isbn=&rft.btitle=The+ports+of+Hampton+Roads%2C+Va.%3A+Norfolk%2C+Portsmouth%2C+Hampton%2C+Chesapeake%2C+Newport+News%2C+Yorktown&rft.title=The+ports+of+Hampton+Roads%2C+Va.%3A+Norfolk%2C+Portsmouth%2C+Hampton%2C+Chesapeake%2C+Newport+News%2C+Yorktown&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $7.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - rev+3 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Water resources development in Illinois, 1981 AN - 59185712; 1981-1601473 JF - 536 S. Clark St., Chicago, IL 60605, January 1 1981. xxi+139+1 pp. Y1 - 1981/01/01/ PY - 1981 DA - 1981 Jan 01 EP - xxi+139+1 PB - 536 S. Clark St., Chicago, IL 60605 KW - Water resources development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59185712?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=xxi%2B139%2B1&rft.isbn=&rft.btitle=Water+resources+development+in+Illinois%2C+1981&rft.title=Water+resources+development+in+Illinois%2C+1981&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - 536 S. Clark St., Chicago, IL 60605 pa N1 - Document feature - il(s), table(s), chart(s), map(s), index(es) N1 - SuppNotes - folded sheet N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Cleveland, Ohio T2 - Port Ser. no. 43 AN - 59185015; 1981-1702073 JF - Kingman bldg., Fort Belvoir, VA 22060, 1981. vi+58+ pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+58+ PB - Kingman bldg., Fort Belvoir, VA 22060 KW - Ports -- Cleveland, Ohio UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59185015?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B58%2B&rft.isbn=&rft.btitle=The+port+of+Cleveland%2C+Ohio&rft.title=The+port+of+Cleveland%2C+Ohio&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman bldg., Fort Belvoir, VA 22060 pa $5.50 N1 - Document feature - il(s), table(s), map(s), index(es) N1 - SuppNotes - rev+1 in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Toledo, Ohio T2 - Port Ser. no. 44, Rev. 1981 AN - 59184067; 1981-1904019 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1981. vi+44+1 pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+44+1 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- United States KW - Toledo, Ohio UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59184067?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B44%2B1&rft.isbn=&rft.btitle=The+port+of+Toledo%2C+Ohio&rft.title=The+port+of+Toledo%2C+Ohio&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $5 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Ports on Lake Michigan: Green Bay and Manitowoc, WI; Escanaba, Ludington, Muskegon, Grand Haven, and Ferrysburg, MI; Indiana Harbor and Burns Waterway Harbor, IN T2 - Port Ser. no. 48, Rev. 1981 AN - 59183794; 1981-1804207 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1981. vi+137+4 pp. Y1 - 1981///0, PY - 1981 DA - 0, 1981 EP - vi+137+4 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Lake Michigan KW - United States -- Transportation sector KW - Ports -- Great Lakes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59183794?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B137%2B4&rft.isbn=&rft.btitle=Ports+on+Lake+Michigan%3A+Green+Bay+and+Manitowoc%2C+WI%3B+Escanaba%2C+Ludington%2C+Muskegon%2C+Grand+Haven%2C+and+Ferrysburg%2C+MI%3B+Indiana+Harbor+and+Burns+Waterway+Harbor%2C+IN&rft.title=Ports+on+Lake+Michigan%3A+Green+Bay+and+Manitowoc%2C+WI%3B+Escanaba%2C+Ludington%2C+Muskegon%2C+Grand+Haven%2C+and+Ferrysburg%2C+MI%3B+Indiana+Harbor+and+Burns+Waterway+Harbor%2C+IN&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $7.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - The behaviour of organic pollutants in a natural river-groundwater infiltration system AN - 52794379; 1996-081784 JF - Studies in Environmental Science (Amsterdam) AU - Schneider, J K AU - Schwarzenbach, R P AU - Hoehn, E AU - Giger, W AU - Wasmer, H R Y1 - 1981 PY - 1981 DA - 1981 SP - 565 EP - 568 PB - Elsevier, Amsterdam VL - 17 SN - 0166-1116, 0166-1116 KW - chlorinated hydrocarbons KW - sorption KW - desorption KW - Glatt Valley KW - toluene KW - gas chromatograms KW - Europe KW - Switzerland KW - ground water KW - Central Europe KW - carbon KW - halogenated hydrocarbons KW - organic carbon KW - organic materials KW - water supply KW - pollutants KW - solutes KW - pollution KW - aquifers KW - volatiles KW - organic compounds KW - detection KW - infiltration KW - volatile organic compounds KW - hydrocarbons KW - trichloroethylene KW - transformations KW - aromatic hydrocarbons KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52794379?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Studies+in+Environmental+Science+%28Amsterdam%29&rft.atitle=The+behaviour+of+organic+pollutants+in+a+natural+river-groundwater+infiltration+system&rft.au=Schneider%2C+J+K%3BSchwarzenbach%2C+R+P%3BHoehn%2C+E%3BGiger%2C+W%3BWasmer%2C+H+R&rft.aulast=Schneider&rft.aufirst=J&rft.date=1981-01-01&rft.volume=17&rft.issue=&rft.spage=565&rft.isbn=0444420223&rft.btitle=&rft.title=Studies+in+Environmental+Science+%28Amsterdam%29&rft.issn=01661116&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - International symposium on the Quality of groundwater N1 - Copyright - GeoRef, Copyright 2014, American Geosciences Institute. N1 - Date revised - 1996-01-01 N1 - Number of references - 4 N1 - Document feature - illus. N1 - Last updated - 2014-03-14 N1 - SubjectsTermNotLitGenreText - aquifers; aromatic hydrocarbons; carbon; Central Europe; chlorinated hydrocarbons; desorption; detection; Europe; gas chromatograms; Glatt Valley; ground water; halogenated hydrocarbons; hydrocarbons; infiltration; organic carbon; organic compounds; organic materials; pollutants; pollution; solutes; sorption; Switzerland; toluene; transformations; trichloroethylene; volatile organic compounds; volatiles; water supply ER - TY - JOUR T1 - Groundwater pollution by volatile organic chemicals AN - 52794345; 1996-081777 JF - Studies in Environmental Science (Amsterdam) AU - Giger, W AU - Schaffner, C A2 - van Duijvenbooden, W. A2 - Glasbergen, P. A2 - van Lelyveld, H. Y1 - 1981 PY - 1981 DA - 1981 SP - 517 EP - 522 PB - Elsevier, Amsterdam VL - 17 SN - 0166-1116, 0166-1116 KW - chlorinated hydrocarbons KW - contaminant plumes KW - waste water KW - toluene KW - gas chromatograms KW - Europe KW - chemical waste KW - Switzerland KW - remediation KW - ground water KW - Central Europe KW - halogenated hydrocarbons KW - pollutants KW - pollution KW - aquifers KW - volatiles KW - organic compounds KW - detection KW - infiltration KW - volatile organic compounds KW - industrial waste KW - hydrocarbons KW - trichloroethylene KW - leaching KW - aromatic hydrocarbons KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52794345?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Studies+in+Environmental+Science+%28Amsterdam%29&rft.atitle=Groundwater+pollution+by+volatile+organic+chemicals&rft.au=Giger%2C+W%3BSchaffner%2C+C&rft.aulast=Giger&rft.aufirst=W&rft.date=1981-01-01&rft.volume=17&rft.issue=&rft.spage=517&rft.isbn=0444420223&rft.btitle=&rft.title=Studies+in+Environmental+Science+%28Amsterdam%29&rft.issn=01661116&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - International symposium on the Quality of groundwater N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1996-01-01 N1 - Number of references - 8 N1 - Document feature - illus. incl. 2 tables N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - aquifers; aromatic hydrocarbons; Central Europe; chemical waste; chlorinated hydrocarbons; contaminant plumes; detection; Europe; gas chromatograms; ground water; halogenated hydrocarbons; hydrocarbons; industrial waste; infiltration; leaching; organic compounds; pollutants; pollution; remediation; Switzerland; toluene; trichloroethylene; volatile organic compounds; volatiles; waste water ER - TY - JOUR T1 - Transport of non-polar organic pollutants in a river water-groundwater infiltration system; a systematic approach AN - 52787670; 1996-081785 JF - Studies in Environmental Science (Amsterdam) AU - Schwarzenbach, R P AU - Westall, J A2 - van Duijvenbooden, W. A2 - Glasbergen, P. A2 - van Lelyveld, H. Y1 - 1981 PY - 1981 DA - 1981 SP - 569 EP - 574 PB - Elsevier, Amsterdam VL - 17 SN - 0166-1116, 0166-1116 KW - sorption KW - stream transport KW - landfills KW - aliphatic hydrocarbons KW - chemical waste KW - ground water KW - partitioning KW - transport KW - alkenes KW - organic materials KW - concentration KW - pollutants KW - surface water KW - pollution KW - porous materials KW - migration of elements KW - equilibrium KW - benzene KW - aquifers KW - volatiles KW - organic compounds KW - isotherms KW - infiltration KW - volatile organic compounds KW - industrial waste KW - hydrocarbons KW - waste disposal KW - leaching KW - aromatic hydrocarbons KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52787670?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Studies+in+Environmental+Science+%28Amsterdam%29&rft.atitle=Transport+of+non-polar+organic+pollutants+in+a+river+water-groundwater+infiltration+system%3B+a+systematic+approach&rft.au=Schwarzenbach%2C+R+P%3BWestall%2C+J&rft.aulast=Schwarzenbach&rft.aufirst=R&rft.date=1981-01-01&rft.volume=17&rft.issue=&rft.spage=569&rft.isbn=0444420223&rft.btitle=&rft.title=Studies+in+Environmental+Science+%28Amsterdam%29&rft.issn=01661116&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - International symposium on the Quality of groundwater N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1996-01-01 N1 - Number of references - 6 N1 - Document feature - illus. incl. 3 tables N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - aliphatic hydrocarbons; alkenes; aquifers; aromatic hydrocarbons; benzene; chemical waste; concentration; equilibrium; ground water; hydrocarbons; industrial waste; infiltration; isotherms; landfills; leaching; migration of elements; organic compounds; organic materials; partitioning; pollutants; pollution; porous materials; sorption; stream transport; surface water; transport; volatile organic compounds; volatiles; waste disposal ER - TY - JOUR T1 - Mount St. Helens eruption; restoration of Columbia, Cowlitz and Toutle River channels for navigation and flood control AN - 52718116; 1997-035881 JF - Water Forum AU - Heineman, A J AU - Bechly, J F AU - Rogers, Jerry R Y1 - 1981 PY - 1981 DA - 1981 SP - 96 EP - 103 PB - American Society of Civil Engineers (ASCE), New York, NY VL - 1981 KW - United States KW - Skamania County Washington KW - Washington KW - geologic hazards KW - Mount Saint Helens KW - Columbia River KW - reclamation KW - channels KW - Cowlitz River KW - Cascade Range KW - controls KW - Toutle River KW - navigation KW - eruptions KW - floods KW - waterways KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52718116?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Forum&rft.atitle=Mount+St.+Helens+eruption%3B+restoration+of+Columbia%2C+Cowlitz+and+Toutle+River+channels+for+navigation+and+flood+control&rft.au=Heineman%2C+A+J%3BBechly%2C+J+F%3BRogers%2C+Jerry+R&rft.aulast=Heineman&rft.aufirst=A&rft.date=1981-01-01&rft.volume=1981&rft.issue=&rft.spage=96&rft.isbn=&rft.btitle=&rft.title=Water+Forum&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Water forum '81 N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1997-01-01 N1 - PubXState - NY N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-07 N1 - CODEN - #04470 N1 - SubjectsTermNotLitGenreText - Cascade Range; channels; Columbia River; controls; Cowlitz River; eruptions; floods; geologic hazards; Mount Saint Helens; navigation; reclamation; Skamania County Washington; Toutle River; United States; Washington; waterways ER - TY - JOUR T1 - Gravel mining and river system stability AN - 52718074; 1997-035880 JF - Water Forum AU - Legasse, Peter F AU - Winkley, Brien R AU - Simons, Daryl B AU - Rogers, Jerry R Y1 - 1981 PY - 1981 DA - 1981 SP - 36 EP - 47 PB - American Society of Civil Engineers (ASCE), New York, NY VL - 1981 KW - United States KW - mining KW - gravel deposits KW - dredging KW - hydraulics KW - degradation KW - fluvial features KW - waterways KW - stability KW - Mississippi River KW - rivers KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52718074?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Forum&rft.atitle=Gravel+mining+and+river+system+stability&rft.au=Legasse%2C+Peter+F%3BWinkley%2C+Brien+R%3BSimons%2C+Daryl+B%3BRogers%2C+Jerry+R&rft.aulast=Legasse&rft.aufirst=Peter&rft.date=1981-01-01&rft.volume=1981&rft.issue=&rft.spage=36&rft.isbn=&rft.btitle=&rft.title=Water+Forum&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Water forum '81 N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1997-01-01 N1 - Number of references - 20 N1 - PubXState - NY N1 - Document feature - illus. N1 - Last updated - 2012-06-07 N1 - CODEN - #04470 N1 - SubjectsTermNotLitGenreText - degradation; dredging; fluvial features; gravel deposits; hydraulics; mining; Mississippi River; rivers; stability; United States; waterways ER - TY - JOUR T1 - Selection of in-water disposal site at Pillar Rock bar; a case study AN - 52718005; 1997-035887 JF - Water Forum AU - Hartman, Gregory L AU - Galloway, Charles D AU - Rogers, Jerry R Y1 - 1981 PY - 1981 DA - 1981 SP - 324 EP - 331 PB - American Society of Civil Engineers (ASCE), New York, NY VL - 1981 KW - United States KW - water quality KW - sand waves KW - Columbia River KW - pumping KW - bars KW - mathematical models KW - Pillar Rock KW - salinity KW - analysis KW - case studies KW - Oregon KW - estuaries KW - dredging KW - bedding plane irregularities KW - sediments KW - waterways KW - side-scanning methods KW - waste disposal KW - sedimentary structures KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52718005?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Forum&rft.atitle=Selection+of+in-water+disposal+site+at+Pillar+Rock+bar%3B+a+case+study&rft.au=Hartman%2C+Gregory+L%3BGalloway%2C+Charles+D%3BRogers%2C+Jerry+R&rft.aulast=Hartman&rft.aufirst=Gregory&rft.date=1981-01-01&rft.volume=1981&rft.issue=&rft.spage=324&rft.isbn=&rft.btitle=&rft.title=Water+Forum&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Water forum '81 N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1997-01-01 N1 - PubXState - NY N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-07 N1 - CODEN - #04470 N1 - SubjectsTermNotLitGenreText - analysis; bars; bedding plane irregularities; case studies; Columbia River; dredging; estuaries; mathematical models; Oregon; Pillar Rock; pumping; salinity; sand waves; sedimentary structures; sediments; side-scanning methods; United States; waste disposal; water quality; waterways ER - TY - JOUR T1 - Gravity-gradient methods for the delineation of fault structures AN - 52131061; 2002-026579 AB - Delineation of fault structures is a step of crucial importance in studies of regional tectonics. In the central and eastern United States, for example, delineation of fault structures responsible for earthquakes as well as other aspects of the tectonics of the region has not been possible due to thick sedimentary covers over much of the region and correspondingly a lack of surface expression of the structures. Until recently, there has been an insufficient number and distribution of seismic stations to allow focal mechanism solutions for delineation of fault structures from low level seismicity. Also, deep seismic reflection data have been unavailable until recently, when results from a few COCORP survey lines became available. A valuable tool in the study of fault structures is the use of potential field geophysical methods. In particular, the use of gradients of the gravitational and magnetic fields offers great promise for structural delineation. This paper outlines procedures for the use of horizontal and vertical gravity gradients. Basically, the problem in delineating fault structures is to locate structural "corners;" the gravity-gradient technique is ideally suited for this problem. Gravity gradients are determined in a finite difference sense, and, for anomalies due to approximately two-dimensional structures, the vertical gradient profile can be calculated from the horizontal gradient profile by a Hilbert transform operation. Location of structural corners and determination of fault geometry follow from properties of the characteristic figures produced by plotting the gradient data in a gradient space. Also the gravity-gradient analytical signal can be used for the same purpose. The same procedures can be applied to the analysis of magnetic field data. The concepts of the gravity-gradient technique are illustrated by analysis of the measured gradient fields across a shallow man-made structure. Results of application of the gravity-gradient technique to gravity data from the east Kentucky-Tennessee area, the Basin and Range province, and the San Andreas fault zone are presented. JF - SEG Abstracts AU - Butler, Dwain K AU - Anonymous Y1 - 1981 PY - 1981 DA - 1981 SP - 36 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1981 IS - 1 SN - 0737-0164, 0737-0164 KW - United States KW - North America KW - geophysical surveys KW - Basin and Range Province KW - finite difference analysis KW - statistical analysis KW - geophysical methods KW - two-dimensional models KW - case studies KW - California KW - gravity methods KW - gravity anomalies KW - San Andreas Fault KW - Tennessee KW - surveys KW - Kentucky KW - faults KW - 16:Structural geology KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52131061?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Gravity-gradient+methods+for+the+delineation+of+fault+structures&rft.au=Butler%2C+Dwain+K%3BAnonymous&rft.aulast=Butler&rft.aufirst=Dwain&rft.date=1981-01-01&rft.volume=1981&rft.issue=1&rft.spage=36&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 51st annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2002-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - Basin and Range Province; California; case studies; faults; finite difference analysis; geophysical methods; geophysical surveys; gravity anomalies; gravity methods; Kentucky; North America; San Andreas Fault; statistical analysis; surveys; Tennessee; two-dimensional models; United States ER - TY - JOUR T1 - Interpretation of uphole refraction surveys AN - 52127479; 2002-026616 AB - Conventional interpretation of data from an uphole refraction survey is based on the similarity, noted by R. Meissner in 1961, between a plot of contours drawn on uphole first-arrival times and a wavefront diagram which shows successive positions of the wavefront produced by a single shot location at the ground surface. However, the two are alike only when the ground consists solely of homogeneous strata, oriented either horizontally or vertically. The term "Meissner diagram" is suggested for the plot of arrival times from the uphole refraction survey in order to maintain the distinction between it and a true wavefront diagram. Where departures from the case of homogeneous horizontal strata occur, interpretation of the Meissner diagram is not straightforward, since anomalous areas in the diagram cannot be interpreted on the basis of the wavefront analogy. The point is illustrated by Meissner diagrams for the hypothetical cases of a subsurface cavity in bedrock overlain by a soil layer, a V-shaped depression in the bedrock surface, and a fault or offset in the bedrock surface. Not only does the Meissner diagram differ from a true wavefront diagram, but the location of the anomalous area in the diagram does not correspond to the location of the causative geological feature. It is observed that identification of the source of an anomaly in the Meissner diagram can be facilitated by separating the anomaly from the "normal" wavefront contours. It is also observed that even where anomalies occur, a partial interpretation in terms of a horizontally stratified system is usually possible. Thus, a systematic approach to the interpretation problem, making use of these observations, is proposed. It consists of (a) determination of a tentative set of layer velocities and thicknesses on the basis of the wavefront interpretation; (b) computation of theoretical traveltimes for the uphole refraction survey with these layer parameters, using a digital computer; (c) generation of an anomaly diagram by contouring the differences between observed and theoretical traveltimes, also by digital computer; and (d) identification of causative geologic features by comparison with anomaly diagrams representing known or hypothesized geologic conditions. The approach is illustrated by Meissner diagrams and companion anomaly diagrams representing the hypothetical cases mentioned above plus one set of field data. JF - SEG Abstracts AU - Franklin, A G AU - Anonymous Y1 - 1981 PY - 1981 DA - 1981 SP - 49 PB - Society of Exploration Geophysicists, International Meeting and Exposition, Tulsa, OK VL - 1981 IS - 1 SN - 0737-0164, 0737-0164 KW - velocity analysis KW - uphole methods KW - wave fronts KW - data handling KW - well-logging KW - geophysical methods KW - data processing KW - elastic waves KW - seismic logging KW - refraction methods KW - traveltime KW - graphic methods KW - arrival time KW - Meissner diagrams KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52127479?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Ageorefmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=SEG+Abstracts&rft.atitle=Interpretation+of+uphole+refraction+surveys&rft.au=Franklin%2C+A+G%3BAnonymous&rft.aulast=Franklin&rft.aufirst=A&rft.date=1981-01-01&rft.volume=1981&rft.issue=1&rft.spage=49&rft.isbn=&rft.btitle=&rft.title=SEG+Abstracts&rft.issn=07370164&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Society of Exploration Geophysicists, 51st annual meeting N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. Reference includes data supplied by Society of Exploration Geophysicists, Tulsa, OK, United States N1 - Date revised - 2002-01-01 N1 - PubXState - OK N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - arrival time; data handling; data processing; elastic waves; geophysical methods; graphic methods; Meissner diagrams; refraction methods; seismic logging; traveltime; uphole methods; velocity analysis; wave fronts; well-logging ER - TY - JOUR T1 - Determining water surface profiles in navigation channels AN - 51927098; 2003-074814 AB - HEC-2, the widely known open channel flow water surface profile computer program developed by the U.S. Army Corps of Engineers' Hydrologic Engineering Center, has been recently modified for the U.S. Army Cold Regions Research and Engineering Laboratory to account for the presence of a floating ice cover. It has been shown by many writers that at uniform flow the normal flow depth can be increased by as much as 30% by a floating ice cover. The increasing pressures for efficient, safe and reliable winter navigation of our inland rivers will require the analysis of various ice management schemes. HEC-2 with the ice cover option will allow the Corps of Engineers and other users of the program to effectively evaluate the effect of ice covers on the flow depth, flow velocity, unit discharge, etc. in a river reach or in an entire river system. The modification of the uniform flow equation for open channel includes correction for the cross sectional area, wetted perimeter, hydraulic radius and composite hydraulic roughness coefficient of the flow cross section. Additional ice cover options include specifying the thickness of the ice cover for right and left over-bank flow separately as well for as the main channel itself and the ice cover hydraulic roughness coefficient. This paper presents an overview of the modifications to the uniform flow equation, the required input data, and a discussion. Specific examples are presented for a straight rectangular channel with a downstream control, which exhibits gradually varying flow to uniform flow conditions of an ice cover, grown from the shores and progressively covering more and more of the channel width. Finally, the paper describes the effects on the water surface profile, the flow discharge in the open water section, and the departure from open channel uniform depth. JF - Conference Preprint - American Society of Civil Engineers AU - Calkins, D J AU - Hayes, R AU - Daly, S F AU - Montalvo, A Y1 - 1981 PY - 1981 DA - 1981 SP - 12 PB - American Society of Civil Engineers VL - 1981 KW - hydraulics KW - river ice KW - ice cover KW - channels KW - winter KW - ice navigation KW - ice management KW - navigation KW - ice KW - waterways KW - velocity KW - thickness KW - ice conditions KW - hydrodynamics KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51927098?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Calkins%2C+D+J%3BHayes%2C+R%3BDaly%2C+S+F%3BMontalvo%2C+A&rft.aulast=Calkins&rft.aufirst=D&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Determining+water+surface+profiles+in+navigation+channels&rft.title=Determining+water+surface+profiles+in+navigation+channels&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 2003-01-01 N1 - Number of references - 1 N1 - Document feature - illus. N1 - SuppNotes - ASCE national convention, St. Louis, Missouri, Oct. 26-30, 1981 N1 - Last updated - 2012-06-07 N1 - CODEN - #01585 N1 - SubjectsTermNotLitGenreText - channels; hydraulics; hydrodynamics; ice; ice conditions; ice cover; ice management; ice navigation; navigation; river ice; thickness; velocity; waterways; winter ER - TY - JOUR T1 - Coastal changes, eastern Lake Michigan, 1970-74 AN - 51819811; 1981-047998 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Birkemeier, William A Y1 - 1981/01// PY - 1981 DA - January 1981 SP - 89 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-2 SN - 0193-5992, 0193-5992 KW - United States KW - North America KW - erosion KW - shorelines KW - engineering geology KW - eastern Lake Michigan KW - beaches KW - Lake Michigan KW - Great Lakes KW - profiles KW - Michigan KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51819811?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Birkemeier%2C+William+A&rft.aulast=Birkemeier&rft.aufirst=William&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Coastal+changes%2C+eastern+Lake+Michigan%2C+1970-74&rft.title=Coastal+changes%2C+eastern+Lake+Michigan%2C+1970-74&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 37 N1 - Availability - Springfield, VA, United States N1 - PubXState - VA N1 - Document feature - illus. incl. tabes N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; changes; eastern Lake Michigan; engineering geology; erosion; Great Lakes; Lake Michigan; Michigan; North America; profiles; shorelines; United States ER - TY - BOOK T1 - Water resources development by the U. S. Army Corps of Engineers in North Carolina AN - 51804341; 1981-057523 JF - Water resources development by the U. S. Army Corps of Engineers in North Carolina Y1 - 1981/01// PY - 1981 DA - January 1981 SP - 99 PB - U. S. Army Corps. Eng., South Atl. Div., Atlanta, GA KW - Type: colored environmental geology maps KW - United States KW - development KW - floodplains KW - controls KW - maps KW - North Carolina KW - fluvial features KW - floods KW - environmental geology KW - water resources KW - environmental geology maps KW - land use KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51804341?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+North+Carolina&rft.title=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+North+Carolina&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - GA N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Hydraulics and stability of five Texas inlets AN - 51793415; 1981-061463 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Mason, Curtis Y1 - 1981/01// PY - 1981 DA - January 1981 SP - 105 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 81-1 SN - 0193-5992, 0193-5992 KW - United States KW - shore features KW - hydraulics KW - stability KW - shorelines KW - Texas KW - Sabine Pass KW - Gulf Coastal Plain KW - Galveston Bay KW - San Luis Pass KW - inlets KW - engineering geology KW - Freeport Harbor KW - Rollover Pass KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51793415?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Mason%2C+Curtis&rft.aulast=Mason&rft.aufirst=Curtis&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Hydraulics+and+stability+of+five+Texas+inlets&rft.title=Hydraulics+and+stability+of+five+Texas+inlets&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 35 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. 10 tables, sketch maps N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - engineering geology; Freeport Harbor; Galveston Bay; Gulf Coastal Plain; hydraulics; inlets; Rollover Pass; Sabine Pass; San Luis Pass; shore features; shorelines; stability; Texas; United States ER - TY - BOOK T1 - Water resources development in Illinois 1981 AN - 51786304; 1981-063329 JF - Water resources development in Illinois 1981 Y1 - 1981/01// PY - 1981 DA - January 1981 SP - 139 PB - U. S. Army Corps Eng., North Cent. Div., Chicago, IL KW - United States KW - hydrology KW - Illinois KW - surveys KW - policy KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51786304?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Illinois+1981&rft.title=Water+resources+development+in+Illinois+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - IL N1 - Document feature - illus. incl. geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Michigan, 1981 AN - 51780596; 1982-008136 JF - Water resources development in Michigan, 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 124 KW - United States KW - resources KW - North America KW - Great Lakes region KW - economic geology KW - exploration KW - reserves KW - policy KW - Michigan KW - water resources KW - management KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51780596?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Michigan%2C+1981&rft.title=Water+resources+development+in+Michigan%2C+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., North Cent. Div., Chicago, IL, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development in Tennessee AN - 51780347; 1982-008154 JF - Water resources development in Tennessee Y1 - 1981 PY - 1981 DA - 1981 SP - 43 PB - U. S. Army Corps Eng., Nashville, TN KW - United States KW - resources KW - planning KW - Tennessee KW - economic geology KW - water resources KW - management KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51780347?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Tennessee&rft.title=Water+resources+development+in+Tennessee&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - PubXState - TN N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development in Oklahoma 1981 AN - 51769977; 1982-015491 JF - Water resources development in Oklahoma 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 138 PB - U. S. Army Corps Eng., Dallas, TX KW - United States KW - hydrology KW - water quality KW - reservoirs KW - floodplains KW - lakes KW - rivers KW - engineering geology KW - Oklahoma KW - military geology KW - fluvial features KW - floods KW - waterways KW - surveys KW - water resources KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51769977?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Oklahoma+1981&rft.title=Water+resources+development+in+Oklahoma+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - PubXState - TX N1 - Document feature - illus. N1 - SuppNotes - Edition: 2 N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Kansas 1981 AN - 51767982; 1982-015490 JF - Water resources development in Kansas 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 92 KW - United States KW - programs KW - Kansas KW - conservation KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51767982?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Kansas+1981&rft.title=Water+resources+development+in+Kansas+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps of Eng. Southwest. Div., Dallas, TX, United States N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in District of Columbia 1981 AN - 51759465; 1982-019648 JF - Water resources development in District of Columbia 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 15 KW - United States KW - District of Columbia KW - conservation KW - legislation KW - flood control KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51759465?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+District+of+Columbia+1981&rft.title=Water+resources+development+in+District+of+Columbia+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., North Atl. Div., New York, NY, United States N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Georgia 1981 AN - 51759434; 1982-019632 JF - Water resources development in Georgia 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 120 KW - United States KW - hydrology KW - resources KW - surveys KW - Georgia KW - flood control KW - economic geology KW - water resources KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51759434?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Georgia+1981&rft.title=Water+resources+development+in+Georgia+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., South Atl. Div., Atlanta, GA, United States N1 - Document feature - illus. incl. geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Maryland 1981 AN - 51759103; 1982-019649 JF - Water resources development in Maryland 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 54 KW - United States KW - conservation KW - legislation KW - Maryland KW - flood control KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51759103?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Maryland+1981&rft.title=Water+resources+development+in+Maryland+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., North Atl. Div., New York, NY, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Pennsylvania 1981 AN - 51758903; 1982-019539 JF - Water resources development in Pennsylvania 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 88 KW - United States KW - conservation KW - legislation KW - flood control KW - economic geology KW - Pennsylvania KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51758903?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Pennsylvania+1981&rft.title=Water+resources+development+in+Pennsylvania+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., North Atl. Div., New York, NY, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in New Mexico 1981 AN - 51756992; 1982-022907 JF - Water resources development in New Mexico 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 24 KW - United States KW - hydrology KW - conservation KW - surveys KW - hydrogeology KW - New Mexico KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51756992?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+New+Mexico+1981&rft.title=Water+resources+development+in+New+Mexico+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army. Corps Eng. Southwest. Div., Albuquerque, NM, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in South Carolina 1981 AN - 51753622; 1982-019007 JF - Water resources development in South Carolina 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 82 KW - United States KW - resources KW - South Carolina KW - conservation KW - flood control KW - economic geology KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51753622?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+South+Carolina+1981&rft.title=Water+resources+development+in+South+Carolina+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., Charleston Dist., Charleston, SC, United States N1 - Document feature - illus. incl. geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development in Arkansas 1981 AN - 51708697; 1982-050090 JF - Water resources development in Arkansas 1981 Y1 - 1981/01// PY - 1981 DA - January 1981 SP - 89 PB - U. S. Army Corps Eng., Southwest. Div., Dallas, TX KW - United States KW - hydrology KW - conservation KW - surveys KW - economic geology KW - water resources KW - management KW - Arkansas KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51708697?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Arkansas+1981&rft.title=Water+resources+development+in+Arkansas+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - PubXState - TX N1 - Document feature - illus. incl. geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Inventory of basic environmental data; Alabama AN - 51696932; 1982-055142 JF - Inventory of basic environmental data; Alabama Y1 - 1981 PY - 1981 DA - 1981 SP - 325 PB - U. S. Army Corps Eng., Mobile Dist., Mobile, AL KW - Type: colored environmental geology maps KW - United States KW - maps KW - environmental geology KW - environmental geology maps KW - Alabama KW - land use KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51696932?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Inventory+of+basic+environmental+data%3B+Alabama&rft.title=Inventory+of+basic+environmental+data%3B+Alabama&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - PubXState - AL N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Water resources development in Louisiana, 1981 AN - 51649065; 1983-017424 JF - Water resources development in Louisiana, 1981 Y1 - 1981 PY - 1981 DA - 1981 SP - 142 KW - United States KW - water quality KW - conservation KW - Louisiana KW - economic geology KW - Gulf Coastal Plain KW - water resources KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51649065?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+in+Louisiana%2C+1981&rft.title=Water+resources+development+in+Louisiana%2C+1981&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng. Lower Miss. Valley Div., Vicksburg, MS, United States N1 - Document feature - illus. incl. geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Use of digital terrain tapes in drainage basin delineation AN - 51541553; 1984-017804 JF - Remote sensing symposium AU - Fellows, Jack D Y1 - 1981 PY - 1981 DA - 1981 SP - 62 KW - methods KW - geophysical methods KW - fluvial features KW - drainage patterns KW - data processing KW - watersheds KW - applications KW - geomorphology KW - remote sensing KW - 23:Geomorphology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51541553?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Fellows%2C+Jack+D&rft.aulast=Fellows&rft.aufirst=Jack&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Use+of+digital+terrain+tapes+in+drainage+basin+delineation&rft.title=Use+of+digital+terrain+tapes+in+drainage+basin+delineation&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - U. S. Army Corps Eng., United States N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Remote sensing symposium AN - 51539040; 1984-017802 JF - Remote sensing symposium Y1 - 1981 PY - 1981 DA - 1981 SP - 248 KW - symposia KW - geophysical methods KW - applications KW - remote sensing KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51539040?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Remote+sensing+symposium&rft.title=Remote+sensing+symposium&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - U. S. Army Corps Eng., United States N1 - Document feature - illus. N1 - SuppNotes - Individual papers within scope are cited separately N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Geologic applications of Landsat-3 RBV imagery AN - 51537371; 1984-017805 JF - Remote sensing symposium AU - Southworth, Scott Y1 - 1981 PY - 1981 DA - 1981 SP - 159 KW - Landsat KW - Return Beam Vidicon cameras KW - instruments KW - remote sensing KW - cameras KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51537371?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Southworth%2C+Scott&rft.aulast=Southworth&rft.aufirst=Scott&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Geologic+applications+of+Landsat-3+RBV+imagery&rft.title=Geologic+applications+of+Landsat-3+RBV+imagery&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - U. S. Army Corps Eng., United States N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Use of remote sensed data in hydrologic models AN - 51537331; 1984-017803 JF - Remote sensing symposium AU - Ragan, Robert M Y1 - 1981 PY - 1981 DA - 1981 KW - models KW - methods KW - hydrology KW - Landsat KW - applications KW - water resources KW - remote sensing KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51537331?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Ragan%2C+Robert+M&rft.aulast=Ragan&rft.aufirst=Robert&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Use+of+remote+sensed+data+in+hydrologic+models&rft.title=Use+of+remote+sensed+data+in+hydrologic+models&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Number of references - 11 N1 - Availability - U. S. Army Corps Eng., United States N1 - Document feature - illus. incl. 5 tables N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - People and Water: Social Impact Assessment Research. AN - 15518266; 349095 AB - During the last decade, engineer managers have been asked to develop alternatives that include direct management of the social system-water demand management and nonstructural design. Today's manager requires early information about public values, in-depth descriptions of how project alternatives affect different social classes, practical skills to forge lasting up-front cost-sharing coalitions and conflict management skills to mitigate adverse impacts. The social impact research program has identified 12 classes of old and new social science tools whose applications are reaping rudimentary success in various Corps districts. Taken together, institutional analysis, policy profiling and value analysis offer alternative means to a questionnaire approach for assessing social acceptability of alternatives. JF - Water Spectrum AU - Delli Priscoli, J AD - US Army Corps of Engineers, Inst. Water Resour., Fort Belvoir, VA 22060, USA Y1 - 1981 PY - 1981 DA - 1981 SP - 8 EP - 17 VL - 13 IS - 3 KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - USA KW - sociological aspects KW - Brackish KW - Freshwater KW - water resources KW - Q5 08523:Conservation, wildlife management and recreation KW - Q2 09123:Conservation KW - Q2 09127:General papers on resources KW - Q1 08121:Law, policy, economics and social sciences KW - Q2 09126:Sociology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/15518266?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aasfaaquaticpollution&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Spectrum&rft.atitle=People+and+Water%3A+Social+Impact+Assessment+Research.&rft.au=Delli+Priscoli%2C+J&rft.aulast=Delli+Priscoli&rft.aufirst=J&rft.date=1981-01-01&rft.volume=13&rft.issue=3&rft.spage=8&rft.isbn=&rft.btitle=&rft.title=Water+Spectrum&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - Last updated - 2014-05-05 N1 - SubjectsTermNotLitGenreText - sociological aspects; water resources; USA; Marine; Brackish; Freshwater ER - TY - RPRT T1 - Cache la Poudre River Basin, Larimer-Weld counties. Colorado. Volume 4. Flood plain analysis. Fossil Creek. AN - 14279423; 1104105 AB - The Cache la Poudre River basin in Colorado is in a rapidly growing area. The population of Larimer and Weld counties increased by about 60 percent between 1970 and 1980. The basin contains a number of flood hazards areas, from narrow canyon flood plains in the mountainous west to wide valley flood plains in the east. Local interests are concerned about the changing nature of the flood hazards in the basin as a consequence of urban growth, particularly since the catastrophic Big Thompson River flood in the summer of 1976. Discussions regarding a wide ranging study of the basin were initiated betwene the Omaha District, Corps of Engineers and local planners and elected officials in 1977 and a plan of study was agreed upon. Y1 - 1981 PY - 1981 DA - 1981 KW - Fossil Creek KW - USA, Colorado, Fort Collins, Cache la Poudre R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - river basins KW - floods KW - hazard assessment KW - Freshwater KW - flood plains KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14279423?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Cache+la+Poudre+River+Basin%2C+Larimer-Weld+counties.+Colorado.+Volume+4.+Flood+plain+analysis.+Fossil+Creek.&rft.title=Cache+la+Poudre+River+Basin%2C+Larimer-Weld+counties.+Colorado.+Volume+4.+Flood+plain+analysis.+Fossil+Creek.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A151 769/7/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Cache la Poudre River basin, Larimer-Weld counties, Colorado, Volume 1. Flood Hazard, Dam Safety and Flood Warning. AN - 14276443; 1104123 AB - The Cache la Poudre River basin in Colorado is in a rapidly growing area. The population of Larimer and Weld Counties increased by about 60 percent between 1970 and 1980. The basin contains a number of flood hazard areas, from narrow canyon flood plains in the mountainous west to wide valley flood plains in the east. Local interests are concerned about the changing nature of the flood hazards in the basin as a consequence of urban growth, particularly since the catastrophic Big Thompson River flood in the summer of 1976. Volume I presents data on the flood problem including the characteristics of past and potential floods and discusses the development subject to flood hazards. This volume also summaries the dam inspection reports made under the National Dam Safety Program for dams in the Cache la Poudre River basin. Alternative flash flood detection systems are formulated for the mountain portion of the Cache la Poudre River basin. Y1 - 1981 PY - 1981 DA - 1981 KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - river basins KW - warning systems KW - dams KW - floods KW - USA, Colorado, Cache la Poudre R. KW - hazard assessment KW - Freshwater KW - flood plains KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14276443?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Cache+la+Poudre+River+basin%2C+Larimer-Weld+counties%2C+Colorado%2C+Volume+1.+Flood+Hazard%2C+Dam+Safety+and+Flood+Warning.&rft.title=Cache+la+Poudre+River+basin%2C+Larimer-Weld+counties%2C+Colorado%2C+Volume+1.+Flood+Hazard%2C+Dam+Safety+and+Flood+Warning.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A151 767/1/GAR. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Cache la Poudre River basin, Larimer-Weld counties, Colorado. Volume 3. Flood plain analysis, Sheep Draw. AN - 14268104; 1104143 AB - One purpose of the Cache la Poudre River basin Special Study is to present data on existing and future flood potential for streams subject to the effects of increasing urbanization. Two streams in the Cache la Poudre River basin which meet this criteria are Fossil Creek near Fort Collins and Sheep Draw near Greeley. Local interests also assigned these streams priority for study. Hydrologic modeling studies were conducted to determine the peak discharges for floods of various probabilities of occurrence. This information was developed first for existing watershed land use. To determine the effect of increasing urbanization on flood runoff, possible future urban land use was superimposed on the Sheep Draw basin. Y1 - 1981 PY - 1981 DA - 1981 KW - Sheep Draw KW - USA, Colorado, Greeley, Cache la Poudre R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - hydrology KW - river basins KW - floods KW - hazard assessment KW - Freshwater KW - flood plains KW - urbanization KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14268104?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Cache+la+Poudre+River+basin%2C+Larimer-Weld+counties%2C+Colorado.+Volume+3.+Flood+plain+analysis%2C+Sheep+Draw.&rft.title=Cache+la+Poudre+River+basin%2C+Larimer-Weld+counties%2C+Colorado.+Volume+3.+Flood+plain+analysis%2C+Sheep+Draw.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A151 768/9/GAR. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - The Effects of Reduced Tillage on Phosphate Transport from Agricultural Land AN - 14160758; 10390277 AB - Published and unpublished information on the relative effects of conservation tillage VS. Conventional tillage on surface runoff, soil loss, and phosphorus loss is summarized and discussed. Conservation tillage actually increases runoff relative to conventional tillage on soils with poor internal drainage and reduces runoff on more permeable soils. Soil loss and total particulate particle loss is considerably reduced by conservation tillage, but soluble particle losses are increased by such tillage. JF - USACE Report AU - Logan, Terry J AU - Adams, John R Y1 - 1981/01// PY - 1981 DA - Jan 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PHOSPHATES KW - AGRICULTURAL RUNOFF KW - TILLAGE KW - EROSION, WATER KW - PARTICULATES KW - PERMEABILITY KW - SOIL ANALYSIS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14160758?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=The+Effects+of+Reduced+Tillage+on+Phosphate+Transport+from+Agricultural+Land&rft.au=Logan%2C+Terry+J%3BAdams%2C+John+R&rft.aulast=Logan&rft.aufirst=Terry&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PHOSPHATES; AGRICULTURAL RUNOFF; TILLAGE; SOIL ANALYSIS; PERMEABILITY; EROSION, WATER; PARTICULATES ER - TY - JOUR T1 - Pesticide Use in the Lake Erie Basin and the Impact of Accelerated Conservation Tillage on Pesticide Use and Runoff Losses AN - 14153154; 10389852 AB - If farmers in the lake Erie drainage basin shift from conventional tillage to conservation tillage, a major reduction in soil loss and diffuse sources of phosphorus will result. The shift will also require the use of new pesticides, some of which will be transported in runoff. Although most pesticides now used are non-persistent, the shift will entail using paraquat and glyphosate herbicides, both persistent. JF - USACE Report AU - Logan, Terry J Y1 - 1981/01// PY - 1981 DA - Jan 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - AGRICULTURAL RUNOFF KW - TILLAGE KW - PESTICIDES, PERSISTENT KW - OHIO KW - MICHIGAN KW - EROSION, WATER KW - WATER ANALYSIS KW - PESTICIDE USAGE KW - SOIL ANALYSIS KW - LAKE ERIE KW - INDIANA KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14153154?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Pesticide+Use+in+the+Lake+Erie+Basin+and+the+Impact+of+Accelerated+Conservation+Tillage+on+Pesticide+Use+and+Runoff+Losses&rft.au=Logan%2C+Terry+J&rft.aulast=Logan&rft.aufirst=Terry&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AGRICULTURAL RUNOFF; OHIO; PESTICIDES, PERSISTENT; TILLAGE; MICHIGAN; SOIL ANALYSIS; LAKE ERIE; WATER ANALYSIS; EROSION, WATER; PESTICIDE USAGE; INDIANA ER - TY - JOUR T1 - Low Cost Shore Protection AN - 14153036; 10393367 AB - Low-cost means available for the shoreline property owner for controlling and diminishing shoreline erosion are presented. These methods apply to all protected and inland shores in the U.S. where wave height does not exceed 6 FT and severe storms and hurricanes are unusual events. Normal lifetimes of these methods range from one year for temporary structures to more than 10 years for longer-lasting installations. (numerous diagrams, photos) JF - USACE Report Y1 - 1981 PY - 1981 DA - 1981 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - TIRES KW - PLANT COVER KW - WAVE ENERGY KW - LITTORAL DRIFT KW - EROSION CONTROL, WATER KW - EROSION, WIND KW - COASTAL ZONE MANAGEMENT KW - BEACHES KW - SAND KW - SEASONAL COMPARISONS KW - MARSHES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14153036?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report&rft.atitle=Low+Cost+Shore+Protection&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - TIRES; SAND; PLANT COVER; WAVE ENERGY; EROSION CONTROL, WATER; SEASONAL COMPARISONS; LITTORAL DRIFT; EROSION, WIND; COASTAL ZONE MANAGEMENT; BEACHES; MARSHES ER - TY - RPRT T1 - Hartland local flood protection; Sebasticook River, Hartland, Maine; detailed project report for water resources development. AN - 14076889; 893121 AB - This report presents the results of an investigation into the feasibility of constructing flood control improvements along the Sebasticook River in Hartland, Maine, to protect damages to an industrial building and to private homes along the river. The report presents an array of three alternative plans and evaluates each for their economic feasibility and federal interest and environmental acceptability. The report recommends construction of a $1.3 million plan of improvement and includes an environmental assessment and finding of no significant impact for the recommended plan. The recommended includes construction of floodwalls and earth dikes to provide SPF protection, and include removal of a dam and construction of a water supply line. Y1 - 1981 PY - 1981 DA - 1981 KW - USA, Maine, Hartland KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - environmental impact KW - flood control KW - Freshwater KW - water resources KW - construction KW - Q2 09263:Topography and morphology KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14076889?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Hartland+local+flood+protection%3B+Sebasticook+River%2C+Hartland%2C+Maine%3B+detailed+project+report+for+water+resources+development.&rft.title=Hartland+local+flood+protection%3B+Sebasticook+River%2C+Hartland%2C+Maine%3B+detailed+project+report+for+water+resources+development.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A143 629/4. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Seasonal growth and accumulation of nitrogen, phosphorus, and potassium by orchard grass irrigated with municipal waste water AN - 13901867; S198103340 AB - Results are given of a 2-year study on growth and nutrient uptake in grass irrigated with primary sewage effluent . The results can be used to plan seasonal rates of irrigation. 5 -U.S.A.- ; Effluent (treated) see also sewage works effluent JF - Journal of Environmental Quality AU - Palazzo, A J AD - U.S. ARMY CORPS OF ENGINEERS Y1 - 1981 PY - 1981 DA - 1981 SP - 64 EP - 68 VL - 10 IS - 1 SN - 0047-2425, 0047-2425 KW - Effluent (treated) (see also sewage works effluent) KW - Jn - j. environ. quality KW - Aqualine Abstracts KW - AQ 00006:Sewage UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13901867?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Environmental+Quality&rft.atitle=Seasonal+growth+and+accumulation+of+nitrogen%2C+phosphorus%2C+and+potassium+by+orchard+grass+irrigated+with+municipal+waste+water&rft.au=Palazzo%2C+A+J&rft.aulast=Palazzo&rft.aufirst=A&rft.date=1981-01-01&rft.volume=10&rft.issue=1&rft.spage=64&rft.isbn=&rft.btitle=&rft.title=Journal+of+Environmental+Quality&rft.issn=00472425&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Developing dam-break flood zone ordinance AN - 13894736; S198205032 AB - Guidelines are presented for establishing dam-break flood hazard zones in the State of Georgia, U.S.A. , with particular emphasis on the level of effort that was required in analysis of dams in Gwinnett County, Ga. The problems and the time taken by those using the guidelines to delineate dam-break flood zones are discussed and a model dam-break flood zone ordinance presented. JF - Journal of Water Resources Planning and Management Division. ASCE AU - McMahon, G F AD - U.S. ARMY CORPS OF ENGINEERS Y1 - 1981 PY - 1981 DA - 1981 SP - 461 EP - 476 VL - 107 IS - WR2 KW - Hazard KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13894736?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.atitle=Developing+dam-break+flood+zone+ordinance&rft.au=McMahon%2C+G+F&rft.aulast=McMahon&rft.aufirst=G&rft.date=1981-01-01&rft.volume=107&rft.issue=WR2&rft.spage=461&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Exclusion chromatography with carbon detection. A tool for further characterization of dissolved organic carbon AN - 13893853; S198103623 AB - Details are given of a chromatographic method for routine determination of molecular-weight distributions of organic compounds in natural waters. Examples are given of the application of the method to studies on sewage treatment, ozonation of lake water, and ground water infiltration. JF - Water Research AU - Gloor, R AU - Leidner, H AU - Wuhrmann, K AU - Fleischmann, T AD - FEDERAL INSTITUTE FOR WATER RESOURCES AND WATER POLLUTION CONTROL Y1 - 1981 PY - 1981 DA - 1981 SP - 457 EP - 462 VL - 15 IS - 4 SN - 0043-1354, 0043-1354 KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13893853?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Research&rft.atitle=Exclusion+chromatography+with+carbon+detection.+A+tool+for+further+characterization+of+dissolved+organic+carbon&rft.au=Gloor%2C+R%3BLeidner%2C+H%3BWuhrmann%2C+K%3BFleischmann%2C+T&rft.aulast=Gloor&rft.aufirst=R&rft.date=1981-01-01&rft.volume=15&rft.issue=4&rft.spage=457&rft.isbn=&rft.btitle=&rft.title=Water+Research&rft.issn=00431354&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Interactive nonstructural flood-control planning AN - 13891605; 198200166 AB - The author describes the Nonstructural Analysis Package, a suite of computer programs developed by the Hydrologic Engineering Center (U.S. Army Corps of Engineers) to show how they obviate the data storage, manipulation and retrieval problems of most flood control plans and provide for rapid evaluation of alternative nonstructural proposals. The first Preprocessor Program digests hydraulic, hydrological, economic and engineering information for each structure or group of structures in a flood plain and prepares a random access data bank. The second program, Interactive Analysis , selectively accesses, displays and manipulates the data. The successful application of the package to a proposed flood-control plan for Santa Fe, New Mexico, is described. JF - Journal of Water Resources Planning and Management Division. ASCE AU - Ford, D T AD - U.S. Army Corps of Engineers Y1 - 1981 PY - 1981 DA - 1981 SP - 351 EP - 363 VL - 107 IS - WR2 KW - U.s. army corps of engineers KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13891605?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.atitle=Interactive+nonstructural+flood-control+planning&rft.au=Ford%2C+D+T&rft.aulast=Ford&rft.aufirst=D&rft.date=1981-01-01&rft.volume=107&rft.issue=WR2&rft.spage=351&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Determination of nonylphenols and nonlyphenolethoxylates in secondary sewage effluents AN - 13882713; S198206752 AB - Traces of nonylphenols and nonlyphenolethoxylates having one, two or three oxyethylene groups were detected in the effluent from three out of six Swiss activated-sludge plants selected for study, as well as in samples of river water from the Glatt river and in groundwater fed by infiltration from the same river. The target compounds were isolated by steam distillation and solvent extraction. The complex mixture consisting of numerous isomers of each compound was separated by gas chromatography/mass spectrometry. The total concentration of nonylphenol and its derivatives ranged from 100 to 300 ug per litre. These compounds are considered to be persistent metabolites resulting from the partial degradation of nonionic detergents, and may give rise to toxicological hazards to aquatic organisms, since nonylphenols have been shown to be toxic to shrimp and salmon, with LC50 values of 130-300 ug per litre. JF - Analysis of organic micropollutants in water. 2nd CEC symposium AU - Schaffner, C AU - Stephanou, E AU - Giger, W AD - Swiss Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1981 PY - 1981 DA - 1981 SP - 22 EP - 334,22 VL - D.-Reidel Publishing Co. KW - Activated sludge plants (s/a biological reactors) KW - Hazard KW - Nonylphenolethoxylates KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13882713?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Analysis+of+organic+micropollutants+in+water.+2nd+CEC+symposium&rft.atitle=Determination+of+nonylphenols+and+nonlyphenolethoxylates+in+secondary+sewage+effluents&rft.au=Schaffner%2C+C%3BStephanou%2C+E%3BGiger%2C+W&rft.aulast=Schaffner&rft.aufirst=C&rft.date=1981-01-01&rft.volume=D.-Reidel+Publishing+Co.&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=&rft.title=Analysis+of+organic+micropollutants+in+water.+2nd+CEC+symposium&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Simultaneous determination of total purgeable organochlorine, -bromine and -fluorine compounds in water by ion-chromatography AN - 13881371; S198206745 AB - A technique for the determination of total purgeable organohalogen compounds in water is described, based on passage of a stream of pure oxygen at 60C with flowrate of 1 litre per min for 30 min. The purging is followed directly by combustion at 950C and subsequent trapping of the halides in a carbonate-bicarbonate buffer solution of the composition used later for ion-chromatographic separation of the respective halides. Examples of the application of the method are given in connection with river water samples from the Rhine at Basle (total organochlorine content exceeded the Swiss limiting value of 5 ug per litre for surface waters) for samples obtained by bank filtration of river water, and for chlorinated drinking water before and after slow sand filtration. The filtration step reduced the concentration of both organochlorine and organobromine fractions to about one-third of the post-chlorination level. JF - Analysis of organic micropollutants in water. 2nd CEC symposium AU - Zuercher, F AD - Federal Institute for Water Resources and Water Pollution Control, Dubendorf Y1 - 1981 PY - 1981 DA - 1981 SP - 22 EP - 276,22 VL - D.-Reidel Publishing Co. KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13881371?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Analysis+of+organic+micropollutants+in+water.+2nd+CEC+symposium&rft.atitle=Simultaneous+determination+of+total+purgeable+organochlorine%2C+-bromine+and+-fluorine+compounds+in+water+by+ion-chromatography&rft.au=Zuercher%2C+F&rft.aulast=Zuercher&rft.aufirst=F&rft.date=1981-01-01&rft.volume=D.-Reidel+Publishing+Co.&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=&rft.title=Analysis+of+organic+micropollutants+in+water.+2nd+CEC+symposium&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The HEC-1 flood analysis model AN - 13881021; S198308027 AB - The development of the HEC-1 Flood Hydrograph Simulation Package is described, together with a brief account of its application to a number of situations involving flood control, dam safety, and system optimization. The model is designed to simulate the surface runoff response of a river basin to precipitation events and snowmelt. It is composed of a number of hydrologic and hydraulic components each representing a portion of the system such as a stream or reservoir. From the model streamflow hydrographs may be derived for any point in the river basin. A new version of the model issued in 1981 includes provision for simulating flows in urban areas, calculations involving dam safety, flood damage estimates and cost/benefit analyses for flood control projects. The program requires a Fortran IV compiler and a CDC 7600 computer with a memory of 115,000 words. JF - Water Forum '81. ASCE, New York AU - Ely, P B AU - Goldman, D M AU - Feldman, AD AD - U.S. Army Corps of Engineers Y1 - 1981 PY - 1981 DA - 1981 SP - 4 EP - 270,04,07 VL - Volume-I KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13881021?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Forum+%2781.+ASCE%2C+New+York&rft.atitle=The+HEC-1+flood+analysis+model&rft.au=Ely%2C+P+B%3BGoldman%2C+D+M%3BFeldman%2C+AD&rft.aulast=Ely&rft.aufirst=P&rft.date=1981-01-01&rft.volume=Volume-I&rft.issue=&rft.spage=4&rft.isbn=&rft.btitle=&rft.title=Water+Forum+%2781.+ASCE%2C+New+York&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - The relationship of trophic level to arsenic burden in fish of a southern Great Plains lake AN - 13878927; S198308443 AB - The concentrations of arsenic in fish from various sites in Texoma lake, Okla.-Tex. , have been determined, and the results are discussed in relation to the trophic state of the sampling location and the size of the fish. The concentrations of arsenic in the sediments and in bottom-feeding fish were also compared. The results suggest that omnivorous and piscivorous fish accumulate arsenic from their diet, but bioconcentration of arsenic may be occurring in planktivorous species . JF - Journal of Freshwater Ecology AU - Hunter, R G AU - Carroll, J H AU - Butler, J S AD - U.S. Army Corps of Engineers Y1 - 1981 PY - 1981 DA - 1981 SP - 121 EP - 127 VL - 1 IS - 1 SN - 0270-5060, 0270-5060 KW - Fish (see also individual groups listed below) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13878927?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Freshwater+Ecology&rft.atitle=The+relationship+of+trophic+level+to+arsenic+burden+in+fish+of+a+southern+Great+Plains+lake&rft.au=Hunter%2C+R+G%3BCarroll%2C+J+H%3BButler%2C+J+S&rft.aulast=Hunter&rft.aufirst=R&rft.date=1981-01-01&rft.volume=1&rft.issue=1&rft.spage=121&rft.isbn=&rft.btitle=&rft.title=Journal+of+Freshwater+Ecology&rft.issn=02705060&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Water treatment and sewage purification as related technologies AN - 13878863; 198200926 AB - The proceedings of this seminar, held in Raach from 26-30 January 1981, comprise a total of 17 papers describing various aspects of water and sewage treatment as currently practised in Austria. The problems created by the steadily increasing pollution of surface waters with heavy metals and organic compounds are discussed together with methods for removal of such impurities. Other topics include the treatment of industrial effluents to minimize pollution loads, and the maintenance of acceptable groundwater quality and the artificial recharge of groundwater systems using tertiary sewage effluents. JF - Wiener Mitteilungen. Wasser, Abwasser, Gewasser, Volume 40, Vienna, 16th Seminar of the Austrian Water Resources Association AU - Austria: Institute For Water, Resources Y1 - 1981 PY - 1981 DA - 1981 SP - 1 EP - 442 KW - Surface water (s/a lakes,ponds,reservoirs,streams) KW - Pollution (s/a contamination, individ grps below) KW - Aqualine Abstracts KW - AQ 00004:Water Treatment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13878863?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Austria%3A+Institute+For+Water%2C+Resources&rft.aulast=Austria%3A+Institute+For+Water&rft.aufirst=Resources&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=442&rft.isbn=&rft.btitle=Water+treatment+and+sewage+purification+as+related+technologies&rft.title=Water+treatment+and+sewage+purification+as+related+technologies&rft.issn=&rft_id=info:doi/ LA - German DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Environmental engineering and water resource management today (2) AN - 13878205; 198200890 AB - The proceedings of a two-day seminar in Vienna (6-7 June 1981) comprise a total of 17 papers considering various aspects of water resource management in the context of economic development and land use planning. The methods available for the controlled utilization of water supplies and hydroelectric power plants and river regulation are considered, together with the problems posed by large-scale intervention by engineering works and the effects of major development projects on the landscape. Other facets of controlled water resource management involving remote sensing techniques using infrared radiation are described with reference to survey and measurement techniques for the development of indigenous Austrian resources. JF - Wiener Mitteilungen. Wasser, Abwasser, Gewasser, Volume 39, Vienna AU - Austria: Institute For Water, Resources Y1 - 1981 PY - 1981 DA - 1981 SP - 1 EP - 280 KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13878205?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Austria%3A+Institute+For+Water%2C+Resources&rft.aulast=Austria%3A+Institute+For+Water&rft.aufirst=Resources&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=280&rft.isbn=&rft.btitle=Environmental+engineering+and+water+resource+management+today+%282%29&rft.title=Environmental+engineering+and+water+resource+management+today+%282%29&rft.issn=&rft_id=info:doi/ LA - German DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Tonawanda Creek, Genesee County, New York, regional flood control. Final environmental impact statement. AN - 13862920; 709528 AB - This report recommends construction of the Batavia Reservoir Compound modified alternative to provide flood damage reduction in the Tonawanda Creek Watershed, N.Y. The alternative consists of two shallow detention reservoirs (normally dry) arranged in series. The reservoirs would be formed by construction of two earth dams. The amount of reservoir flood control storage and operation of the selected plan were developed to meet the planning objectives of the study. The degree of protection afforded by the plan is approximately 500-year in the city of Batavia and variable down-stream. JF - ACE, BUFFALO, NY (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE, BUFFALO, NY (USA) KW - USA, New York, Genesee County, Tonawanda Creek KW - reservoirs (water) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - environmental impact KW - dams KW - flood control KW - Freshwater KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13862920?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Tonawanda+Creek%2C+Genesee+County%2C+New+York%2C+regional+flood+control.+Final+environmental+impact+statement.&rft.title=Tonawanda+Creek%2C+Genesee+County%2C+New+York%2C+regional+flood+control.+Final+environmental+impact+statement.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 213/4. N1 - Last updated - 2014-05-05 ER - TY - BOOK T1 - Upgrading trickling filter sewage treatment plants AN - 13840307; S198514573 AB - This report presents detailed information and design criteria as a basis for decisions on the possible use of rotating biological contactors (RBC's) as a means of upgrading the performance of existing trickling filters at U.S. Army sewage treatment plant. RBC technology is evaluated in terms of treatment performance, energy consumption, manpower requirements stability and reliability under various environmental and loading conditions. A stepwise approach for assessing the suitability of using RBC's in a particular situation is given; the body of the report is prepared by a series of questions and answers in tabular form which guide the user to the relevant sections. Sample calculations are included for estimating media surface areas, land requirements and energy consumption. Previous reviews and design claims by manufacturers are critically examined using experience from operating problems encountered in the past. Guidance is provided on ways of ensuring that the operation of RBC systems is not subject to failures due to breakdown of media or shaft breakages. JF - U.S. Army Corps of Engineers. Construction Engineering Research Laboratory, Technical Report N-102, NTIS Report AD/A100953, (07C SM1) AU - Smith, ED AU - Poon, C P AU - Miller, R D Y1 - 1981 PY - 1981 DA - 1981 SP - 1 EP - 117 KW - Media KW - Aqualine Abstracts KW - AQ 00006:Sewage UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13840307?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Smith%2C+ED%3BPoon%2C+C+P%3BMiller%2C+R+D&rft.aulast=Smith&rft.aufirst=ED&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=117&rft.isbn=&rft.btitle=Upgrading+trickling+filter+sewage+treatment+plants&rft.title=Upgrading+trickling+filter+sewage+treatment+plants&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Island End River, Chelsea, Massachusetts. Detailed project report and environmental assessment. Revised. AN - 13698128; 570740 AB - This study investigated navigation needs in Island End River, Chelsea, Mass., and to determine the advisability of providing navigation improvements for recreational boating. Results of analysis indicate the most feasible plan consists of a channel, 6 feet deep and 100 feet wide from deep water in Mystic River Channel to a point off the proposed marina site for a total distance of 2500 feet. Plan is economically justified, a benefit-cost ratio of 5.8. AU - Andon, S AU - Barry, J AU - Yoder, M Y1 - 1981 PY - 1981 DA - 1981 KW - USA, Massachusetts, Chelsea, Island End R. KW - feasibility studies KW - navigation channels KW - ASFA 3: Aquatic Pollution & Environmental Quality KW - Freshwater KW - rivers KW - recreation KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13698128?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Andon%2C+S%3BBarry%2C+J%3BYoder%2C+M&rft.aulast=Andon&rft.aufirst=S&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Island+End+River%2C+Chelsea%2C+Massachusetts.+Detailed+project+report+and+environmental+assessment.+Revised.&rft.title=Island+End+River%2C+Chelsea%2C+Massachusetts.+Detailed+project+report+and+environmental+assessment.+Revised.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 621/6. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Project plan for recreation resources development. North Hartland Lake, Hartland and Hartford, Vermont. AN - 13629020; 516663 AB - The purpose of this project plan is to present a comprehensive and coordinated program for the development, enhancement, sound management and use of the recreational resource of the lands and waters owned by the U.S. Government at North Hartland Lake. This plan will serve as a guide to maximize public use of project resources, within the constraints of land suitability, recreation demand and flood control operations of the project. A description of project features, evaluation of natural resources, analysis of recreational potential, plan of public use development, and discussion of reservoir management are included within the scope of this project plan. The plan represents a culmination of knowledge gathered from past operational experience and project analyses by Federal, State, and local interests. Y1 - 1981 PY - 1981 DA - 1981 KW - USA, Vermont, North Hartland L. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - recreational waters KW - resource development KW - flood control KW - Freshwater KW - resource management KW - Q5 08523:Conservation, wildlife management and recreation KW - Q2 09125:Recreation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13629020?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Project+plan+for+recreation+resources+development.+North+Hartland+Lake%2C+Hartland+and+Hartford%2C+Vermont.&rft.title=Project+plan+for+recreation+resources+development.+North+Hartland+Lake%2C+Hartland+and+Hartford%2C+Vermont.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 572/1. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Project plan for recreation resources development. North Springfield Lake, Springfield and Weathersfield, Vermont. AN - 13627555; 516680 AB - The intent of this Project Plan is to make a comprehensive review of the Corps of Engineers' role in providing the type of outdoor recreational opportunities that enhance fish and wildife resources, preserve the scenic attractiveness of the reservoir area, and are compatible with the original flood control objectives of the project. The recommended plan of future development includes relocation of the boat ramp on North Springfield Lake, improvements to the existing boat ramp and access road on Stoughton Pond, expansion of the multiuse trail system, provision of sanitation facilities and drinking water near the Springweather Nature Area to serve the many trail users and revegetaion of areas of bank slumpage. Existing fish and wildife management programs will continue. JF - ACE, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE, WALTHAM, MA (USA) KW - Army Corps of Engineers KW - USA, Vermont, North Springfield L. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - nature conservation KW - recreational waters KW - resource development KW - Freshwater KW - Q5 08523:Conservation, wildlife management and recreation KW - Q2 09125:Recreation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13627555?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Project+plan+for+recreation+resources+development.+North+Springfield+Lake%2C+Springfield+and+Weathersfield%2C+Vermont.&rft.title=Project+plan+for+recreation+resources+development.+North+Springfield+Lake%2C+Springfield+and+Weathersfield%2C+Vermont.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 571/3. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Saco River-Camp Ellis Harbor, Saco, Maine. Small navigation project, detailed project report and environmental assessment. AN - 13619258; 505116 AB - This report presents the results of a detailed engineering and economic feasibility study of providing winter anchorage area for commercial fishing craft in the Saco River at Camp Ellis Harbor, Saco, Maine. Findings indicated that an icebreaker structure was necessary. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - USA, Maine, Saco R. KW - fishing harbors KW - ASFA 1: Biological Sciences & Living Resources; ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - economic feasibility KW - technical feasibility KW - Q1 08562:Fishing vessels and harbours KW - O 5020:Fisheries and Fishery Biology KW - Q2 09327:Coast defences and harbour works UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13619258?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Saco+River-Camp+Ellis+Harbor%2C+Saco%2C+Maine.+Small+navigation+project%2C+detailed+project+report+and+environmental+assessment.&rft.title=Saco+River-Camp+Ellis+Harbor%2C+Saco%2C+Maine.+Small+navigation+project%2C+detailed+project+report+and+environmental+assessment.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 063/3. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Environmental assessment for Boston Harbor maintenance dredging, Boston, Massachusetts. AN - 13619202; 505172 AB - Maintenance dredging is proposed in the Mystic and Chelsea Rivers and in President Roads Anchorage. Impacts during dredging and disposal operations would include a temporary increase in turbidity and a minor release of certain contaminants. These impacts would not significantly affect the water quality or organisms in the vicinity of the activities. The operation would involve displacement of the harbor sediments which would remove bottom-associated invertebrates from the dredge sites and bury those associated with the disposal site. Recolonization would occur in the project area soon after operations ceased. Bioassay tests indicated that disposal of the sediments would not cause any acute chemical impacts to organisms in the vicinity of the dump site. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - dredging KW - environmental impact KW - waste disposal sites KW - ANW, USA, Massachusetts, Boston Harbor KW - Q1:08501 KW - O 6040:Mining and Dredging Operations KW - Q2:09441 KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13619202?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Environmental+assessment+for+Boston+Harbor+maintenance+dredging%2C+Boston%2C+Massachusetts.&rft.title=Environmental+assessment+for+Boston+Harbor+maintenance+dredging%2C+Boston%2C+Massachusetts.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 053/4. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Weymouth Fore River, Weymouth, Braintree, Massachusetts, small navigation project. Detailed project report and environmental assessment. AN - 13618971; 504677 AB - The results of this study indicate that the most feasible plan of navigation improvement entails dredging a channel, 8,000 feet long and 6 feet deep at MLW. Proposed that dredged material be disposed of at sea at the Boston Foul Area. No major detrimental impacts are foreseen as the result of either the proposed plan of improvement or the disposal of dredge material. Maintenance of the channel will be required every 20 years. JF - ACE, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE, WALTHAM, MA (USA) KW - USA, Massachusetts, Weymouth Fore R. KW - maintenance KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - dredging KW - environmental impact KW - channels KW - Freshwater KW - Q5 08521:Mechanical and natural changes KW - Q2 09384:Dredging UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13618971?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Weymouth+Fore+River%2C+Weymouth%2C+Braintree%2C+Massachusetts%2C+small+navigation+project.+Detailed+project+report+and+environmental+assessment.&rft.title=Weymouth+Fore+River%2C+Weymouth%2C+Braintree%2C+Massachusetts%2C+small+navigation+project.+Detailed+project+report+and+environmental+assessment.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 589/5. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Long Island Sound Thamesville tidal-flood management water resources study, Norwich, Connecticut. AN - 13617488; 505032 AB - The study provides a planning and management tool in the development of alternative solutions to reduce Thamesville's tidal-flood damage. This Stage 1 report only identifies the problems, needs, and opportunities of the study area and then the level of detail required to formulate any intermediate plans. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - ANW, USA, Connecticut, Thamesville KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - tidal effects KW - planning KW - coastal zone management KW - floods KW - O 6060:Coastal Zone Resources and Management KW - Q5 08521:Mechanical and natural changes KW - Q2 09124:Coastal zone management UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13617488?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Long+Island+Sound+Thamesville+tidal-flood+management+water+resources+study%2C+Norwich%2C+Connecticut.&rft.title=Long+Island+Sound+Thamesville+tidal-flood+management+water+resources+study%2C+Norwich%2C+Connecticut.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 075/7; Reconnaissance rept. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Pajaro River basin UVAS-Carnadero Creek, Santa Clara County, California. General design memorandum. Phase 1. Main report and environmental statement. AN - 13617487; 504695 AB - The purpose of this study by the San Francisco District, Corps of engineers is to evaluate the economic, environmental and social feasibility and impact of various alternative plans for facilities on Uvas-Carnadero Creek to provide flood protection for the City of Gilroy in Santa Clara County, California. The study determined that the following planning objectives responded to the problems, needs and opportunities identified during the planning process: (1) To provide Standard Proiect Flood (SPF) damage prevention for the urban areas of Gilroy; (2) To preserve the riparian habitat along Uvas-Carnadero Creek; (3) To preserve or enhance the visual character and maximize the aesthetic quality along the stream; and (4) To preserve or enhance the fish and wildlife resources in and along Uvas-Carnadero Creek. JF - ACE, SAN FRANCISCO, CA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE, SAN FRANCISCO, CA (USA) KW - USA, California, Pajaro R. basin KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - nature conservation KW - environmental impact KW - sociological aspects KW - flood control KW - Freshwater KW - economic analysis KW - Q2 09123:Conservation KW - Q1 08521:General KW - Q2:09126 KW - Q1 08523:Sociology KW - Q2:09121 KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13617487?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pajaro+River+basin+UVAS-Carnadero+Creek%2C+Santa+Clara+County%2C+California.+General+design+memorandum.+Phase+1.+Main+report+and+environmental+statement.&rft.title=Pajaro+River+basin+UVAS-Carnadero+Creek%2C+Santa+Clara+County%2C+California.+General+design+memorandum.+Phase+1.+Main+report+and+environmental+statement.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A122 273/6. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Pawcatuck River and Narragansett Bay drainage basins. Water and related land resources study. Blackstone River watershed. AN - 13613687; 504686 AB - Detailed study on the Berkeley Local Protection Project for flood control. Discusses structural and non-structural means of flood control and flood forecasting. The report consists of two volumes. This main report describes the area under study and its problems, needs and opportunities with regard to flooding and related water resources. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - USA, Massachusetts KW - river basins KW - floods KW - flood forecasting KW - flood control KW - Freshwater KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13613687?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pawcatuck+River+and+Narragansett+Bay+drainage+basins.+Water+and+related+land+resources+study.+Blackstone+River+watershed.&rft.title=Pawcatuck+River+and+Narragansett+Bay+drainage+basins.+Water+and+related+land+resources+study.+Blackstone+River+watershed.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 073/2. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Pawcatuck River and Narrangansett Bay drainage basins. Water and related land resources study. Blackstone River watershed. Appendices. AN - 13613608; 504699 AB - The eight appendices to the main report provide descriptive material about the Blackstone River Basin. Appendices included in this volume are: problem identification, plan formulation, public views and responses, design and cost estimates, recreation and natural resources, social and cultural resources, economics, and hydrologic analysis. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - USA, Massachusetts, Blackstone R. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - hydrology KW - floods KW - sociological aspects KW - economics KW - flood control KW - Freshwater KW - costs KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13613608?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pawcatuck+River+and+Narrangansett+Bay+drainage+basins.+Water+and+related+land+resources+study.+Blackstone+River+watershed.+Appendices.&rft.title=Pawcatuck+River+and+Narrangansett+Bay+drainage+basins.+Water+and+related+land+resources+study.+Blackstone+River+watershed.+Appendices.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 064/1. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - West Beach, Westport, Connecticut, Sherwood Island State Park. Detailed project report and environmental assessment. AN - 13611034; 505151 AB - Detailed Project Report present results of an analysis of beach erosion problems at Sherwood Island State Park, and investigated several alternative plans of erosion control for West Beach, the Sherwood Island State Park. Recommended beach widening by placement of sandfill along 1800 feet; also lowering of the landward portion of existing groin structure and the construction of another groin structure. JF - ACE/NED, WALTHAM, MA (USA). 1981. Y1 - 1981 PY - 1981 DA - 1981 PB - ACE/NED, WALTHAM, MA (USA) KW - ANW, USA, Connecticut, West Beach KW - ASFA 3: Aquatic Pollution & Environmental Quality; Oceanic Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Marine KW - groynes KW - beach erosion KW - erosion control KW - O 6060:Coastal Zone Resources and Management KW - Q2 09327:Coast defences and harbour works KW - Q5 08522:Protective measures and control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13611034?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1981-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=West+Beach%2C+Westport%2C+Connecticut%2C+Sherwood+Island+State+Park.+Detailed+project+report+and+environmental+assessment.&rft.title=West+Beach%2C+Westport%2C+Connecticut%2C+Sherwood+Island+State+Park.+Detailed+project+report+and+environmental+assessment.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A119 864/7. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Buffalo metropolitan area, New York water resources management study; Tonawanda Creek watershed; interim flood management study AN - 51476940; 1984-054575 AB - The purpose of the Tonawanda Creek Watershed, N.Y. Flood Management Feasibility Study is to develop and evaluate alternative plans to provide for flood and flood-related management needs in the Tonawanda Creek Watershed. In accordance with Corps policy, this study has been accomplished in two phases. During this phase, all significant flood and flood-related management needs in the Tonawanda Creek Watershed were identified. Then measures to provide for those needs were identified and appraised. These measures were considered alone, and in combination, in development of alternate plans. The alternate plans were then evaluated and those which appeared viable were recommended for further study. During the second phase, those plans recommended for further study, and alternate plans introduced following completion of the first phase, were evaluated, and the optimum plan has been recommended for implementation. This report presents the findings of the second phase of study. JF - Buffalo metropolitan area, New York water resources management study; Tonawanda Creek watershed; interim flood management study Y1 - 1980/12// PY - 1980 DA - December 1980 SP - 84 VL - AD-A101 438/0 KW - United States KW - Niagara County New York KW - Orleans County New York KW - feasibility studies KW - Wyoming County New York KW - engineering geology KW - controls KW - Tonawanda Creek region KW - New York KW - Erie County New York KW - Genesee County New York KW - floods KW - waterways KW - management KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51476940?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Buffalo+metropolitan+area%2C+New+York+water+resources+management+study%3B+Tonawanda+Creek+watershed%3B+interim+flood+management+study&rft.title=Buffalo+metropolitan+area%2C+New+York+water+resources+management+study%3B+Tonawanda+Creek+watershed%3B+interim+flood+management+study&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - Document feature - illus. incl. sketch maps N1 - SuppNotes - Appendices published as Rept. No. AD -A101 439/8 N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - The Salinity Effects of Deepening the Dredged Channels in the Chesapeake Bay AN - 19220423; 8102326 AB - Tests on the Chesapeake Bay Model, the world 's largest estuarine model, were used to assess the effects of increasing the approach channels to Baltimore, Maryland from 13 to 15 m. There are four sections of dredged channels comprising 55 km of the 277 km distance from the bay mouth to Baltimore. The increased depth of channel would extend the length of dredged channels to 79 km. Base tests using the existing 13-m channels were conducted to determine the synoptic velocity, salinity, and tidal conditions at a number of locations throughout the bay, but primarily in the dredged channels. A 2-1/2 year hydrographic period was simulated in the model to enhance the evaluation by adding a variable discharge as a parameter. A 12 constituent harmonic tide was used, giving a 28 lunar day tidal sequence which simulating a lunar month. The entire test was repeated, but with the 15-m channel installed. The tide is far more significant than discharge in affecting the velocities for the stations observed. No shift in flow predominance was identified between base and plan which could be used for conclusions about the effects of depth change on sediment transport. The deepened plan depths appear to induce higher salinities in the Patapsco and surrounding bay area. Salinity differences, base to plan, in this area attenuate with distance from the deepened channels. The model appears to be more saline during the plan test than the base test. (Moore-SRC) JF - Report NWS-81-S1, December 1980. 13 p, 6 Fig. Technical Paper presented at Ninth World Dredging Conference, 29-31 October 1980. AU - Bastian, D F AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1980/12// PY - 1980 DA - Dec 1980 KW - Water Resources Abstracts KW - Chesapeake Bay KW - Estuaries KW - Salinity KW - Channel improvement KW - Dredging KW - Channels KW - Model studies KW - Channel flow KW - Hydraulic models KW - Tidal effects KW - Mixing KW - Sediments KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19220423?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=The+Salinity+Effects+of+Deepening+the+Dredged+Channels+in+the+Chesapeake+Bay&rft.au=Bastian%2C+D+F&rft.aulast=Bastian&rft.aufirst=D&rft.date=1980-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Sand resources of southern Lake Erie, Conneaut to Toledo, Ohio; a seismic reflection and vibracore study AN - 51818315; 1981-047996 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Williams, S Jeffress AU - Carter, Charles H AU - Meisburger, Edward P AU - Fuller, Jonathan A Y1 - 1980/11// PY - 1980 DA - November 1980 SP - 83 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-10 SN - 0193-5992, 0193-5992 KW - United States KW - southern Lake Erie KW - North America KW - geophysical surveys KW - Lake Erie KW - geophysical methods KW - shorelines KW - Conneaut KW - reflection methods KW - seismic methods KW - sands KW - engineering geology KW - Toledo Ohio KW - Lucas County Ohio KW - surveys KW - Great Lakes KW - profiles KW - Ohio KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51818315?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Williams%2C+S+Jeffress%3BCarter%2C+Charles+H%3BMeisburger%2C+Edward+P%3BFuller%2C+Jonathan+A&rft.aulast=Williams&rft.aufirst=S&rft.date=1980-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sand+resources+of+southern+Lake+Erie%2C+Conneaut+to+Toledo%2C+Ohio%3B+a+seismic+reflection+and+vibracore+study&rft.title=Sand+resources+of+southern+Lake+Erie%2C+Conneaut+to+Toledo%2C+Ohio%3B+a+seismic+reflection+and+vibracore+study&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 25 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Conneaut; engineering geology; geophysical methods; geophysical surveys; Great Lakes; Lake Erie; Lucas County Ohio; North America; Ohio; profiles; reflection methods; sands; seismic methods; shorelines; southern Lake Erie; surveys; Toledo Ohio; United States ER - TY - RPRT T1 - Guide Manual for Preparation of Water Balances AN - 19451324; 7399447 AB - Wise development and conservation of water resources are founded upon clear understanding of the resource and its use. Water balances can be an important aid for water resource planning and management because they identify and quantify the resource and its use. This manual presents: a definition of a water balance; examples of some of its uses; descriptions of the components; a general procedure for computation; specific guidance on collecting supply and use data, and on using methods which estimate components where data are not available; examples showing how water balance data can be presented; and information on the cost, time, and personnel required for preparing a balance. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Hayes, R J AU - Popko, KA AU - Johnson, W K Y1 - 1980/11// PY - 1980 DA - November 1980 SP - 78 KW - Water Resources Abstracts KW - Water Costs KW - Personnel KW - Planning KW - Hydrologic Budget KW - Water Conservation KW - Water Resources KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451324?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Hayes%2C+R+J%3BPopko%2C+KA%3BJohnson%2C+W+K&rft.aulast=Hayes&rft.aufirst=R&rft.date=1980-11-01&rft.volume=&rft.issue=&rft.spage=78&rft.isbn=&rft.btitle=Guide+Manual+for+Preparation+of+Water+Balances&rft.title=Guide+Manual+for+Preparation+of+Water+Balances&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Instrumentation at CERC's Field Research Facility, Duck, North Carolina AN - 51864454; 1981-025604 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Miller, H Carl Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 42 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-8 SN - 0193-5992, 0193-5992 KW - United States KW - engineering geology KW - North Carolina KW - shorelines KW - Duck North Carolina KW - Dare County North Carolina KW - Currituck County North Carolina KW - Gulf Coastal Plain KW - research KW - instruments KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51864454?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Miller%2C+H+Carl&rft.aulast=Miller&rft.aufirst=H&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Instrumentation+at+CERC%27s+Field+Research+Facility%2C+Duck%2C+North+Carolina&rft.title=Instrumentation+at+CERC%27s+Field+Research+Facility%2C+Duck%2C+North+Carolina&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 6 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Currituck County North Carolina; Dare County North Carolina; Duck North Carolina; engineering geology; Gulf Coastal Plain; instruments; North Carolina; research; shorelines; United States ER - TY - JOUR T1 - Prediction of shore retreat and nearshore profile adjustments to rising water levels on the Great Lakes AN - 51810084; 1981-057310 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Hands, Edward B Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 119 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-7 SN - 0271-499X, 0271-499X KW - North America KW - engineering geology KW - beaches KW - erosion KW - sediments KW - shorelines KW - prediction KW - Great Lakes KW - profiles KW - changes of level KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51810084?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Hands%2C+Edward+B&rft.aulast=Hands&rft.aufirst=Edward&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Prediction+of+shore+retreat+and+nearshore+profile+adjustments+to+rising+water+levels+on+the+Great+Lakes&rft.title=Prediction+of+shore+retreat+and+nearshore+profile+adjustments+to+rising+water+levels+on+the+Great+Lakes&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 55 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; changes; changes of level; engineering geology; erosion; Great Lakes; North America; prediction; profiles; sediments; shorelines ER - TY - JOUR T1 - Calculation of wave attenuation due to friction and shoaling; an evaluation AN - 51808833; 1981-057311 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Grosskopf, William G Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 15 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-8 SN - 0271-499X, 0271-499X KW - shoaling KW - ocean waves KW - mathematical methods KW - shorelines KW - effects KW - nearshore environment KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51808833?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Grosskopf%2C+William+G&rft.aulast=Grosskopf&rft.aufirst=William&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Calculation+of+wave+attenuation+due+to+friction+and+shoaling%3B+an+evaluation&rft.title=Calculation+of+wave+attenuation+due+to+friction+and+shoaling%3B+an+evaluation&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 5 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. 3 tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - changes; effects; mathematical methods; nearshore environment; ocean waves; shoaling; shorelines ER - TY - JOUR T1 - Beach changes at Long Beach Island, New Jersey, 1962-73 AN - 51792293; 1981-061465 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Miller, Martin C AU - Aubrey, David G AU - Karpen, Joseph Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 289 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-9 SN - 0193-5992, 0193-5992 KW - United States KW - engineering geology KW - beaches KW - shorelines KW - Long Beach Island KW - profiles KW - Ocean County New Jersey KW - New Jersey KW - changes KW - Atlantic Coastal Plain KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51792293?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Miller%2C+Martin+C%3BAubrey%2C+David+G%3BKarpen%2C+Joseph&rft.aulast=Miller&rft.aufirst=Martin&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Beach+changes+at+Long+Beach+Island%2C+New+Jersey%2C+1962-73&rft.title=Beach+changes+at+Long+Beach+Island%2C+New+Jersey%2C+1962-73&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 45 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-07 N1 - SubjectsTermNotLitGenreText - Atlantic Coastal Plain; beaches; changes; engineering geology; Long Beach Island; New Jersey; Ocean County New Jersey; profiles; shorelines; United States ER - TY - RPRT T1 - Ex-post evaluation of regional water resources development; the case of the Yazoo-Mississippi Delta AN - 51774651; 1982-011375 JF - Ex-post evaluation of regional water resources development; the case of the Yazoo-Mississippi Delta AU - Galloway, Gerald E, Jr Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 304 VL - IWR-80-D1 KW - United States KW - Mississippi Delta KW - Louisiana KW - economic geology KW - Gulf Coastal Plain KW - Yazoo KW - water resources KW - urbanization KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51774651?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Galloway%2C+Gerald+E%2C+Jr&rft.aulast=Galloway&rft.aufirst=Gerald&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ex-post+evaluation+of+regional+water+resources+development%3B+the+case+of+the+Yazoo-Mississippi+Delta&rft.title=Ex-post+evaluation+of+regional+water+resources+development%3B+the+case+of+the+Yazoo-Mississippi+Delta&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Number of references - 480 N1 - Availability - U. S. Army Corps Eng., Water Resour. Support Cent., Inst. Water Resour., Fort Belvoir, VA, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Boeuf-Tensas Basin; South Arkansas and North Louisiana AN - 51593338; 1983-050687 JF - Boeuf-Tensas Basin; South Arkansas and North Louisiana Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 138 KW - United States KW - northern Louisiana KW - environmental geology KW - Louisiana KW - water resources KW - southern Arkansas KW - management KW - land use KW - Boeuf-Tensas Basin KW - Arkansas KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51593338?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Boeuf-Tensas+Basin%3B+South+Arkansas+and+North+Louisiana&rft.title=Boeuf-Tensas+Basin%3B+South+Arkansas+and+North+Louisiana&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1983-01-01 N1 - Availability - U. S. Army Corps Eng., Vicksburg, MS, United States N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - Reconnaissance report N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - National Economic Development Benefits for Non-Structural Measures AN - 19449708; 7399448 AB - The purpose of this document is to assist Corps of Engineers field office personnel in evaluation of NED benefits for nonstructural measures by use of economic concepts, interpretation of regulatory procedural documents and numeric examples. The report is intended to be used as a guide in NED benefit analysis studies of nonstructural measures. It describes the applicability of different benefit classifications (inundation, intensification, and location) with respect to implementation of various nonstructural measures. Narrative examples and summary tables for quick reference are contained in the main body of the text. Numeric examples, displaying simplified computations, are contained in an appendix. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Carson, W D Y1 - 1980/10// PY - 1980 DA - October 1980 SP - 72 KW - Water Resources Abstracts KW - Evaluation KW - Classification KW - Personnel KW - Flooding KW - Economic Development KW - Benefits KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449708?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Carson%2C+W+D&rft.aulast=Carson&rft.aufirst=W&rft.date=1980-10-01&rft.volume=&rft.issue=&rft.spage=72&rft.isbn=&rft.btitle=National+Economic+Development+Benefits+for+Non-Structural+Measures&rft.title=National+Economic+Development+Benefits+for+Non-Structural+Measures&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Groundwater assessment study for 50 communities in southeastern New Hampshire; main report AN - 51547071; 1984-016227 JF - Groundwater assessment study for 50 communities in southeastern New Hampshire; main report Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 223 VL - AD-A098 816/2 KW - United States KW - water quality KW - hydrogeology KW - Strafford County New Hampshire KW - ground water KW - aquifers KW - Rockingham County New Hampshire KW - New Hampshire KW - southeastern New Hampshire KW - New England KW - surveys KW - Carroll County New Hampshire KW - water resources KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51547071?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Groundwater+assessment+study+for+50+communities+in+southeastern+New+Hampshire%3B+main+report&rft.title=Groundwater+assessment+study+for+50+communities+in+southeastern+New+Hampshire%3B+main+report&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1984-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - SuppNotes - Appendices in microfiche (AD-A098 817/0) N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Puerto Rico islandwide water supply study; Volume I, Main report; Formulation and evaluation of water supply plans for Puerto Rico AN - 50786663; 1989-055469 JF - Puerto Rico islandwide water supply study; Volume I, Main report; Formulation and evaluation of water supply plans for Puerto Rico Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 297 KW - water quality KW - water supply KW - Greater Antilles KW - waste water KW - agriculture KW - West Indies KW - water management KW - Caribbean region KW - economic geology KW - drinking water KW - ground water KW - Antilles KW - Puerto Rico KW - surveys KW - water resources KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50786663?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Puerto+Rico+islandwide+water+supply+study%3B+Volume+I%2C+Main+report%3B+Formulation+and+evaluation+of+water+supply+plans+for+Puerto+Rico&rft.title=Puerto+Rico+islandwide+water+supply+study%3B+Volume+I%2C+Main+report%3B+Formulation+and+evaluation+of+water+supply+plans+for+Puerto+Rico&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1989-01-01 N1 - Availability - U. S. Army Corps Eng., Jacksonville Dist., San Juan Area Off., Puerto Rico N1 - Document feature - illus. incl. 94 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Puerto Rico islandwide water supply study; Volume II, Comprehensive analysis of major existing water supply facilities and identification of new facilities AN - 50785743; 1989-055468 JF - Puerto Rico islandwide water supply study; Volume II, Comprehensive analysis of major existing water supply facilities and identification of new facilities Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 140 KW - wells KW - water quality KW - water supply KW - Greater Antilles KW - waste water KW - West Indies KW - water management KW - Caribbean region KW - economic geology KW - irrigation KW - ground water KW - Antilles KW - Puerto Rico KW - inventory KW - water treatment KW - surveys KW - water wells KW - water resources KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50785743?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Puerto+Rico+islandwide+water+supply+study%3B+Volume+II%2C+Comprehensive+analysis+of+major+existing+water+supply+facilities+and+identification+of+new+facilities&rft.title=Puerto+Rico+islandwide+water+supply+study%3B+Volume+II%2C+Comprehensive+analysis+of+major+existing+water+supply+facilities+and+identification+of+new+facilities&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1989-01-01 N1 - Availability - U. S. Army Corps Eng., Jacksonville Dist., San Juan Area Off., Puerto Rico N1 - Document feature - illus. incl. 19 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Puerto Rico islandwide water supply study; Volume III, Other related functions; flood control, recreation, hydroelectric power, and environmental enhancement AN - 50783246; 1989-061147 JF - Puerto Rico islandwide water supply study; Volume III, Other related functions; flood control, recreation, hydroelectric power, and environmental enhancement Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 78 KW - hydrology KW - Greater Antilles KW - West Indies KW - watersheds KW - hydroelectric power KW - Caribbean region KW - economic geology KW - Antilles KW - Puerto Rico KW - wetlands KW - floods KW - environmental geology KW - surveys KW - water resources KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50783246?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Puerto+Rico+islandwide+water+supply+study%3B+Volume+III%2C+Other+related+functions%3B+flood+control%2C+recreation%2C+hydroelectric+power%2C+and+environmental+enhancement&rft.title=Puerto+Rico+islandwide+water+supply+study%3B+Volume+III%2C+Other+related+functions%3B+flood+control%2C+recreation%2C+hydroelectric+power%2C+and+environmental+enhancement&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1989-01-01 N1 - Availability - U. S. Army Corps Eng., United States N1 - Document feature - illus. incl. 15 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Modified-Puls Routing in Chuquantonchee Creek AN - 19450026; 7392514 AB - This report describes the application of modified-puls for evaluating the relative accuracy of flood routing methods to a natural river. The modified-puls method has at its core the postulate that storage depends only on outflow rate. The relationship S(0) is presumed known for the reach of interest and for the range of outflow to be encountered. The hope that the method will yield at least approximately correct outflow hydrographs rests on the assumption that the storage depends primarily, if not only, on outflow rate. If only certain features of the outflow hydrograph, such as peak and time of peak, are desired with reasonable precision, then the dependence of S on 0 perhaps could be relaxed further, with dependence existing only for some particularly important range of 0. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Strelkoff, T Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 46 KW - Water Resources Abstracts KW - Storage KW - Rivers KW - Yield KW - Cores KW - Precision KW - Flood Routing KW - Hydrographs KW - Routing KW - Streams KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450026?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Strelkoff%2C+T&rft.aulast=Strelkoff&rft.aufirst=T&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=46&rft.isbn=&rft.btitle=Modified-Puls+Routing+in+Chuquantonchee+Creek&rft.title=Modified-Puls+Routing+in+Chuquantonchee+Creek&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Effects of Flood Plain Encroachments on Peak Flow AN - 19449689; 7399407 AB - When land development encroachments into river flood plains are permitted, the magnitude of the flood peak discharge will be increased due to removal of flood plain storage. When the flood plain encroachment is limited (for example when nor more than one foot of water surface rise is permitted), the study results indicate that the increase in the flood peak is usually relatively small; it is generally less than ten percent. The arrival time of the flood peak can be affected to a much greater extent, and in stream systems with significant tributary flows, consideration must be given to the effects of encroachments on the coinciding of the flood peaks. Various hydrograph shapes and mean river slopes were used in the investigation of encroachment effects. Both unsteady flow simulations and steady flow profile calculations with hydrologic routing were used in the analyses. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 62 KW - Water Resources Abstracts KW - Flood Plains KW - Rivers KW - Encroachment KW - Flood Peak KW - River Flow KW - Routing KW - Streams KW - Steady Flow KW - Tributaries KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449689?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=62&rft.isbn=&rft.btitle=Effects+of+Flood+Plain+Encroachments+on+Peak+Flow&rft.title=Effects+of+Flood+Plain+Encroachments+on+Peak+Flow&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Comparative Analysis of Flood Routing Methods AN - 19447455; 7392513 AB - Given inflow hydrographs were routed downstream using several different techniques. The resulting outflow and stage hydrographs were then compared. The standard for comparison was chosen to be the solution of the one-dimensional Saint-Venant equations. The approximate techniques considered were the zero-inertia equations, kinematic-wave model, and Modified-Puls with optional subdivision of the reach lengths. The effect of floodplains was considered in contrast to channels of simple cross section. Downstream boundary conditions consisted of one of the following: normal-depth stage-discharge relation, broad-crested overflow weir, or free overfall. Dimensionless graphs of hydrograph-peak attenuation and arrival time as computed by the various techniques are presented. The accuracy of the approximate techniques is found to depend on the values of certain dimensionless parameters. This suggests numerical limits on those parameters for application of a particular method. Application of the results to prototype conditions is demonstrated in a companion report titled "Modified-Puls Routing in Chuquatonchee Creek", RD-23. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Strelkoff, T Y1 - 1980/09// PY - 1980 DA - September 1980 SP - 134 KW - Water Resources Abstracts KW - Flood Plains KW - Channels KW - Weirs KW - Overflow KW - Hydrologic Models KW - Spillways KW - Downstream KW - Hydrographs KW - Routing KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19447455?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Strelkoff%2C+T&rft.aulast=Strelkoff&rft.aufirst=T&rft.date=1980-09-01&rft.volume=&rft.issue=&rft.spage=134&rft.isbn=&rft.btitle=Comparative+Analysis+of+Flood+Routing+Methods&rft.title=Comparative+Analysis+of+Flood+Routing+Methods&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Experimental dune restoration and stabilization, Nauset Beach, Cape Cod, Massachusetts AN - 51857560; 1981-025611 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Knutson, Paul L Y1 - 1980/08// PY - 1980 DA - August 1980 SP - 42 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-5 SN - 0271-499X, 0271-499X KW - United States KW - stabilization KW - engineering geology KW - dunes KW - Cape Cod KW - Barnstable County Massachusetts KW - Massachusetts KW - shorelines KW - vegetation KW - Nauset Beach KW - beachgrass KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51857560?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Knutson%2C+Paul+L&rft.aulast=Knutson&rft.aufirst=Paul&rft.date=1980-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Experimental+dune+restoration+and+stabilization%2C+Nauset+Beach%2C+Cape+Cod%2C+Massachusetts&rft.title=Experimental+dune+restoration+and+stabilization%2C+Nauset+Beach%2C+Cape+Cod%2C+Massachusetts&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 15 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Barnstable County Massachusetts; beachgrass; Cape Cod; dunes; engineering geology; Massachusetts; Nauset Beach; shorelines; stabilization; United States; vegetation ER - TY - RPRT T1 - Report on levee failures and distress, San Jacinto River levee and Bautista Creek channel, Riverside County, Santa Ana River basin, California AN - 50805572; 1989-046113 JF - Report on levee failures and distress, San Jacinto River levee and Bautista Creek channel, Riverside County, Santa Ana River basin, California Y1 - 1980/08// PY - 1980 DA - August 1980 SP - 25 KW - United States KW - failures KW - embankments KW - erosion KW - Riverside County California KW - levees KW - California KW - engineering geology KW - foundations KW - hydrographs KW - Bautista Creek KW - San Jacinto River basin KW - waterways KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50805572?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Report+on+levee+failures+and+distress%2C+San+Jacinto+River+levee+and+Bautista+Creek+channel%2C+Riverside+County%2C+Santa+Ana+River+basin%2C+California&rft.title=Report+on+levee+failures+and+distress%2C+San+Jacinto+River+levee+and+Bautista+Creek+channel%2C+Riverside+County%2C+Santa+Ana+River+basin%2C+California&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1989-01-01 N1 - Availability - U. S. Army Eng. Dist. Los Angeles, Los Angeles, CA, United States N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - Estimating Economic Development Impacts; an Alternative Approach AN - 19232996; 8100989 AB - Federally financed investments have a variety of impacts on the immediate region in which they are located. An alternate approach to estimating economic development benefits is outlined for water resources projects. A critique of the typical approach to estimating economic developmental impacts indicates that traditional Leontief-type calculations are valid under certain circumstances. A more general model of economic impact uses labor as one factor and land, waterways, or recreational sites as another. In the two-factor, two-good model, the two goods represent a range of goods in the real world, one good labor intensive and the other intensive in the use of the factor which the project affects. The effects of the project are changes in technology, factor prices, or factor endowments. The impact is measured as the percentage change in Gross Regional Product due to the changes in the infrastructure. The method outlined offers a good basis for an experimental effort at estimating economic impacts of a project in an alternate way that is both more defensible theoretically and calls for less data, though of a somewhat less conventional sort. (Moore-SRC) JF - Institute for Water Resources Contract Report 80-C3, August 1980. 39 p, 1 Append. AU - Greenberg, E AU - Leven, CL AU - Little, J T AU - Parks, R P AD - Washington Univ. St. Louis. Inst. for Urban and Regional Studies Y1 - 1980/08// PY - 1980 DA - Aug 1980 KW - Water Resources Abstracts KW - Economic impact KW - Water resources development KW - Mathematical models KW - Leontief models KW - Model studies KW - Economics KW - Investment KW - Project benefits KW - Regional economics KW - Employment KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19232996?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Estimating+Economic+Development+Impacts%3B+an+Alternative+Approach&rft.au=Greenberg%2C+E%3BLeven%2C+CL%3BLittle%2C+J+T%3BParks%2C+R+P&rft.aulast=Greenberg&rft.aufirst=E&rft.date=1980-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - The Demand for Water Transportation: Application of Discriminant Analysis to Commodities Shipped by Barge and Competing Modes in Ohio River and Arkansas River Areas AN - 19230552; 8102502 AB - Discriminant analysis is utilized to calibrate a modal choice model from disaggregate observations of individual shipments. Transport demand functions for barge shipments are developed for coal used for energy and metallurgical markets. Barge demand functions are developed for commodities other than coal including chemicals and refined petroleum products. Data utilized in the analysis represents a total of 815 shipments totaling 145.9 million tons shipped annually for 14 major commodity groups utilizing 9 transport modes. Conventional rail and unit train modes comprised about 54% of the shipments and 33 % of the annual tonnage in the sample. Barge transport accounted for 18% and 55% of the annual tonnage, with truck, pipelines and mixed modes accounting for the remainder. Demand estimates show the demand for barge transportation to be in-elastic. Relative price escalation from 2 to 5 times the values reflected in the data is required to achieve substantial decreases in the quantity shipped by barge. The impact of waterway user charges is not likely to cause significant diversion of traffic to other modes. This would allow competing modes to raise rates, reducing revenue deficiencies experienced by many rail carriers. The technological attributes of barge transportation remain as advantages for many waterways users over competing modes. (Brambley-SRC) JF - Research Report 80-R2, August 1980, 153 p, 20 Fig, 19 Tab, 47 Ref, 1 Append. AU - Antle, L G AD - Army Corps of Engineers Fort Belvoir, VA Y1 - 1980/08// PY - 1980 DA - Aug 1980 KW - Water Resources Abstracts KW - Transportation KW - Barges KW - Cost analysis KW - Ohio River KW - Arkansas River KW - Railroads KW - Roads KW - River basin development KW - Models KW - Pipelines KW - Pricing KW - Channels KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19230552?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=The+Demand+for+Water+Transportation%3A+Application+of+Discriminant+Analysis+to+Commodities+Shipped+by+Barge+and+Competing+Modes+in+Ohio+River+and+Arkansas+River+Areas&rft.au=Antle%2C+L+G&rft.aulast=Antle&rft.aufirst=L&rft.date=1980-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - A numerical model for predicting shoreline changes AN - 51865077; 1981-025605 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Le Mehaute, Bernard AU - Soldate, Mills Y1 - 1980/07// PY - 1980 DA - July 1980 SP - 72 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-6 SN - 0193-5992, 0193-5992 KW - models KW - engineering geology KW - data processing KW - shorelines KW - prediction KW - profiles KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51865077?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Le+Mehaute%2C+Bernard%3BSoldate%2C+Mills&rft.aulast=Le+Mehaute&rft.aufirst=Bernard&rft.date=1980-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=A+numerical+model+for+predicting+shoreline+changes&rft.title=A+numerical+model+for+predicting+shoreline+changes&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 11 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - changes; data processing; engineering geology; models; prediction; profiles; shorelines ER - TY - JOUR T1 - Sand resources on the inner continental shelf of the Cape May region, New Jersey AN - 51863948; 1981-025603 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Meisburger, Edward P AU - Williams, S Jeffress Y1 - 1980/07// PY - 1980 DA - July 1980 SP - 40 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-4 SN - 0193-5992, 0193-5992 KW - United States KW - resources KW - reflection KW - Cape May County New Jersey KW - geophysical surveys KW - geophysical methods KW - shorelines KW - seismic methods KW - oceanography KW - sands KW - engineering geology KW - beaches KW - inner shelf KW - Cape May KW - surveys KW - New Jersey KW - continental shelf KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51863948?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Meisburger%2C+Edward+P%3BWilliams%2C+S+Jeffress&rft.aulast=Meisburger&rft.aufirst=Edward&rft.date=1980-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sand+resources+on+the+inner+continental+shelf+of+the+Cape+May+region%2C+New+Jersey&rft.title=Sand+resources+on+the+inner+continental+shelf+of+the+Cape+May+region%2C+New+Jersey&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 5 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; Cape May; Cape May County New Jersey; continental shelf; engineering geology; geophysical methods; geophysical surveys; inner shelf; New Jersey; oceanography; reflection; resources; sands; seismic methods; shorelines; surveys; United States ER - TY - JOUR T1 - Spray Application of Wastewater in West Dover, Vermont: A Case Study of Operation in Cold Climate AN - 19142654; 9210790 AB - The North Branch Fire District No. 1 (NBFD1) Treatment Facility at West Dover, Vermont is one of the few spray irrigation facilities in the United States which applies wastewater to land on a year-round basis in a cold climate. Neither the seasonal impacts nor long-term effects of such a practice are well understood. A project was conducted to determine the seasonal variations in the wastewater renovative capability of the West Dover facility and to provide data on the performance of the spray site which may then be used to evaluate the long-term environmental effects of operation in cold climates. The study had three specific objectives: (1) determination of wastewater renovative capabilities on spray site; (2) determination of long-term off-site effects; and (3) assessment of nutrient removal processes on spray site. Over the study period, there was a considerable seasonal variation in the removal of N and P on the spray site. Observed removals were highest in the summer and fall months and lowest during the winter and spring periods. During the spring months, total N (TN) removal averaged 55% across the spray site while NO3-N and (TP) averaged 46% and 90%, respectively. During the winter months, TN removed averaged 58% across the spray site. During the summer and fall months, 76% of the TN was removed while NO3-N and TP removals averaged 76% and 93-96%, respectively. Considerable effluent along with its associated contaminants is stored on the spray site as ice during the cold winter months. At all times of the year a considerable portion of applied effluents apparently leaves the site as groundwater, with some portion of the nutrients actually leaving the spray site in the exported groundwater. Over the study period about 40% more effluent was pumped to the spray site than was received by the plant as influent. Plant pumping costs can be reduced by minimizing the volume actually pumped to the spray site. Surface runoff through natural drainage paths was frequently observed to enter the interceptor ditch. Contaminant export from the spray site can be reduced by eliminating or reducing surface runoff from the spray field. The greatest renovative capacity of the spray site was observed during the months of active plant growth. Spray site renovative capacity can be increased by appropriate management of on-site vegetation. (Lantz-PTT) 35 055566000 JF - Completion Report, July 25, 1980. 273p, 53 fig, 35 tab, 24 ref, 6 append. Army Corps of Engineers Grant No. DACA 89-78-G-013. AU - Meals, D W AU - Cassell, E A Y1 - 1980/07// PY - 1980 DA - Jul 1980 KW - Water Resources Abstracts KW - *Wastewater disposal KW - *Water pollution sources KW - *Groundwater pollution KW - Phosphorus removal KW - Nitrogen removal KW - Nitrates KW - Environmental impact KW - *Wastewater treatment KW - *West Dover KW - *Vermont KW - *Cold regions KW - *Case studies KW - Waste disposal KW - *Land disposal KW - Spray application KW - SW 3050:Ultimate disposal of wastes KW - SW 3040:Wastewater treatment processes KW - SW 3020:Sources and fate of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19142654?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Spray+Application+of+Wastewater+in+West+Dover%2C+Vermont%3A+A+Case+Study+of+Operation+in+Cold+Climate&rft.au=Meals%2C+D+W%3BCassell%2C+E+A&rft.aulast=Meals&rft.aufirst=D&rft.date=1980-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - An annotated bibliography of CERC coastal ecology research AN - 51868740; 1981-025606 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Pullen, Edward J AU - Yancey, Robert M AU - Knutson, Paul L AU - Hurme, Arthur K Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 29 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-5 SN - 0193-5992, 0193-5992 KW - engineering geology KW - CERC KW - bibliography KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51868740?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Pullen%2C+Edward+J%3BYancey%2C+Robert+M%3BKnutson%2C+Paul+L%3BHurme%2C+Arthur+K&rft.aulast=Pullen&rft.aufirst=Edward&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+annotated+bibliography+of+CERC+coastal+ecology+research&rft.title=An+annotated+bibliography+of+CERC+coastal+ecology+research&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - bibliography; CERC; engineering geology ER - TY - JOUR T1 - The SPM energy flux method for predicting longshore transport rate AN - 51861593; 1981-025610 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Galvin, Cyril AU - Schweppe, Charles R Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 34 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-4 SN - 0271-499X, 0271-499X KW - currents KW - transport KW - sedimentation KW - shorelines KW - longshore currents KW - rates KW - ocean currents KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51861593?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Galvin%2C+Cyril%3BSchweppe%2C+Charles+R&rft.aulast=Galvin&rft.aufirst=Cyril&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+SPM+energy+flux+method+for+predicting+longshore+transport+rate&rft.title=The+SPM+energy+flux+method+for+predicting+longshore+transport+rate&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 28 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - changes; currents; longshore currents; ocean currents; rates; sedimentation; shorelines; transport ER - TY - RPRT T1 - Flood Mitigation Planning Using HEC-SAM AN - 19453127; 7399347 AB - Flood control and floodplain management investigations using spatial data management techniques are increasing in the Corps of Engineers. Pilot studies initiated in the mid-1970's were successful in consolidating analysis concepts, fostering the development of spatial data file creation and management technology and enhancing the consideration of existing and alternative future development patterns in Corps' planning studies. Over thirty studies using HEC-SAM, the Corps' spatial data management system, are now completed or underway. HEC-SAM was created through selective acquisition of commercial software, adaptation of academic research products, and development by researchers at the Corps' Hydrologic Engineering Center (HEC) transfer agent. The evolution, present capabilities, and applications of HEC-SAM are described. Observations are offered on spatial technology development, implementation, and servicing. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 24 KW - Water Resources Abstracts KW - Flood Plains KW - Flood Control KW - Engineering KW - Floods KW - Planning KW - Adaptation KW - Hydrologic Data KW - Evolution KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453127?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W&rft.aulast=Davis&rft.aufirst=D&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=24&rft.isbn=&rft.btitle=Flood+Mitigation+Planning+Using+HEC-SAM&rft.title=Flood+Mitigation+Planning+Using+HEC-SAM&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - HEC Activities in Reservoir Analysis AN - 19451266; 7399324 AB - Over the last fifteen years, the Hydrologic Engineering Center (HEC) has been developing, applying, and distributing computer programs dealing with various aspects of hydrologic engineering, including reservoir analysis. The Center has developed several models for the simulation of reservoir operation and has supported the development of a water quality model for reservoirs and rivers. This paper presents review of model development and an overview of the capabilities and type of applications for the most recent computer programs, "Simulation of Flood Control and Conservation Systems" (HEC-5) and "Water Quality for river-Reservoir Systems" (WQRRS). Also, current research and development dealing with reservoir analysis are described. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Bonner, V R Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 18 KW - Pollution Abstracts; Water Resources Abstracts KW - Rivers KW - water quality KW - Flood control KW - Water Quality KW - Simulation KW - Flood Control KW - Computer programs KW - Engineering KW - Hydrologic Models KW - Computer Programs KW - Reviews KW - Conservation KW - Water Quality Control KW - Reservoirs KW - Research programs KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451266?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Pollution+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Bonner%2C+V+R&rft.aulast=Bonner&rft.aufirst=V&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=HEC+Activities+in+Reservoir+Analysis&rft.title=HEC+Activities+in+Reservoir+Analysis&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Flood Emergency Plans, Guidelines for Corps Dams AN - 19450507; 7399408 AB - Describes Corps of Engineers plan for dam failure and other large flood evacuation emergencies. Specific guidance is given for preparation of inundation maps by Corps offices for use by local cities and counties in their emergency planning. The major parts of an emergency plan and hydraulic and hydrologic analysis pertaining there to are presented. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Owen, HJ Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 62 KW - Water Resources Abstracts KW - Hydraulics KW - Floods KW - Dams KW - Planning KW - Flooding KW - Dam Failure KW - Standards KW - Maps KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450507?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Owen%2C+HJ&rft.aulast=Owen&rft.aufirst=HJ&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=62&rft.isbn=&rft.btitle=Flood+Emergency+Plans%2C+Guidelines+for+Corps+Dams&rft.title=Flood+Emergency+Plans%2C+Guidelines+for+Corps+Dams&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Interactive Nonstructural Flood-Control Planning AN - 19449507; 7399350 AB - The goals of nonstructural flood-control planning are formulation, evaluation, selection, and implementation of a practicable management plan that provides optimal protection from the adverse effects of flooding. Many alternative flood-control measures can be dismissed by the water resources planner on the basis of judgment, but a substantial number will require detailed analysis before a suitable plan can be selected. This analysis is an iterative process, requiring input from the planner at each step. Software developed at the Hydrologic Engineering Center (HEC) allows efficient data storage in a structure-oriented data bank and provides for selective retrieval and manipulation of the data from an interactive terminal. Thus the planner is able to propose nonstructural measures and to evaluate rapidly the economic and technical feasibility of those measures in an iterative scheme that allows the required input from the planner. An application of the interactive plan evaluation software is presented. Steps in creating the data bank are defined, and use of the software for subsequent accessing and manipulating the data for plan evaluation is discussed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T Y1 - 1980/06// PY - 1980 DA - June 1980 SP - 18 KW - Water Resources Abstracts KW - Evaluation KW - Storage KW - Planning KW - Flooding KW - Banks KW - Protection KW - Structural Engineering KW - Hydrologic Data KW - Water Resources KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449507?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T&rft.aulast=Ford&rft.aufirst=D&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=Interactive+Nonstructural+Flood-Control+Planning&rft.title=Interactive+Nonstructural+Flood-Control+Planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Flood Emergency Plans; Guidelines for Corps Dams AN - 19235498; 8104368 AB - Recent emphasis on dam safety and flood emergency evacuation plans has resulted in new requirements for Federal dam safety, including the preparation of emergency plans for all Corps of Engineers dams. Much of the land constituting the area that would be inundated by spillway design flows is not in Federal ownership. The possibility therefore exists at many dams that large flows could cause a hazard to life and property in reservoir areas. In addition, flows from reservoirs during design floods could be hazardous to life and property in downstream areas. The principal components of dam emergency plans are: emergency identification subplan; emergency operations and repair subplan; notification subplan; and evacuation subplan. Development of an emergency plan requires identification of the types of emergencies to be encompassed, accumulation of needed data and information, performance of various analyses, conceptualization of solutions, design of measures and subplans, preparation of appropriate documents and implementation of the plan. Because emergency plans are expected to be used only on rare occasions, particular care must be taken to ensure that personnel are familiar with the plan, and equipment is operable. Emergency plans are to be prepared for three conditions, including spillway design discharge without dam failure, spillway design discharge with dam failure, and dam failure at normal high pool level. An appendix provides instructions for preparation and publication of inundation maps required as a part of flood emergency plans. (Moore-SRC) JF - Army Corps of Engineers, Hydrologic Engineering Center, Davis, Califonia, Report, June 1980. 65 p, 6 Fig, 2 Tab, 6 Ref, 1 Append. DACW05-79-P-1962. AU - Owen, HJ Y1 - 1980/06// PY - 1980 DA - Jun 1980 KW - Water Resources Abstracts KW - Floods KW - Dam failure KW - Safety KW - Design floods KW - Design criteria KW - Planning KW - Dam stability KW - Maps KW - Standards KW - Flooding KW - Spillway capacity KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19235498?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Flood+Emergency+Plans%3B+Guidelines+for+Corps+Dams&rft.au=Owen%2C+HJ&rft.aulast=Owen&rft.aufirst=HJ&rft.date=1980-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Beach and inlet changes at Ludlam Beach, New Jersey AN - 51861390; 1981-025602 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Everts, Craig H AU - DeWall, Allan E AU - Czerniak, Martin T Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 146 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-3 SN - 0193-5992, 0193-5992 KW - United States KW - shore features KW - Cape May County New Jersey KW - erosion KW - Ludlam Beach KW - shorelines KW - inlets KW - engineering geology KW - beaches KW - marine installations KW - groins KW - profiles KW - New Jersey KW - changes KW - Atlantic Coastal Plain KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51861390?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Everts%2C+Craig+H%3BDeWall%2C+Allan+E%3BCzerniak%2C+Martin+T&rft.aulast=Everts&rft.aufirst=Craig&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Beach+and+inlet+changes+at+Ludlam+Beach%2C+New+Jersey&rft.title=Beach+and+inlet+changes+at+Ludlam+Beach%2C+New+Jersey&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 33 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Atlantic Coastal Plain; beaches; Cape May County New Jersey; changes; engineering geology; erosion; groins; inlets; Ludlam Beach; marine installations; New Jersey; profiles; shore features; shorelines; United States ER - TY - RPRT T1 - Water resources study; Pensacola-Tallahassee metropolitan and other urban areas, Florida; Volume l, Escambia-Yellow River basins; Volume 2, Choctawhatchee River basin; Volume 3, Apalachicola River basin; Volume 4, Ochlockonee-St. Marks River basins; summary report; appendices AN - 51707186; 1982-050093 JF - Water resources study; Pensacola-Tallahassee metropolitan and other urban areas, Florida; Volume l, Escambia-Yellow River basins; Volume 2, Choctawhatchee River basin; Volume 3, Apalachicola River basin; Volume 4, Ochlockonee-St. Marks River basins; summary report; appendices Y1 - 1980/05// PY - 1980 DA - May 1980 KW - United States KW - Okaloosa County Florida KW - Ochlockonee River basin KW - Franklin County Florida KW - Leon County Florida KW - Gadsden County Florida KW - Choctawhatchee River basin KW - Gulf County Florida KW - Saint Marks River basin KW - Florida KW - Jackson County Florida KW - Calhoun County Florida KW - Escambia River basin KW - Washington County Florida KW - hydrology KW - Bay County Florida KW - Yellow River basin KW - Santa Rosa County Florida KW - northwestern Florida KW - Escambia County Florida KW - Jefferson County Florida KW - economic geology KW - Wakulla County Florida KW - Liberty County Florida KW - Walton County Florida KW - Apalachicola River basin KW - surveys KW - water resources KW - Holmes County Florida KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51707186?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+study%3B+Pensacola-Tallahassee+metropolitan+and+other+urban+areas%2C+Florida%3B+Volume+l%2C+Escambia-Yellow+River+basins%3B+Volume+2%2C+Choctawhatchee+River+basin%3B+Volume+3%2C+Apalachicola+River+basin%3B+Volume+4%2C+Ochlockonee-St.+Marks+River+basins%3B+summary+report%3B+appendices&rft.title=Water+resources+study%3B+Pensacola-Tallahassee+metropolitan+and+other+urban+areas%2C+Florida%3B+Volume+l%2C+Escambia-Yellow+River+basins%3B+Volume+2%2C+Choctawhatchee+River+basin%3B+Volume+3%2C+Apalachicola+River+basin%3B+Volume+4%2C+Ochlockonee-St.+Marks+River+basins%3B+summary+report%3B+appendices&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2015, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., Mobile Dist., Mobile, AL, United States N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - In six separate volumes N1 - Last updated - 2015-04-16 ER - TY - RPRT T1 - Investigation of Soil Conservation Service Urban Hydrology Techniques AN - 20191794; 7399338 AB - The application of the Soil Conservation Services (SCS) urban Hydrology techniques is made to four watersheds. The parameters of the methods are obtained from standard SCS guidance and from calibration of watershed model HEC-1 using the SCS method. A modified method of determining these parameters is also recommended to SCS runoff parameters are then used with design storms to illustrate the differences in frequency curves which may result. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Altman, D G AU - Espey, WH Jr AU - Feldman, AD Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 22 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Sustainability Science Abstracts; Water Resources Abstracts KW - Urban Hydrology KW - Watersheds KW - Design Storms KW - Hydrologic Models KW - Calibrations KW - Soil Conservation KW - Hydrology KW - Soil conservation KW - Standards KW - Runoff KW - SW 6040:Soil mechanics KW - M3 1010:Issues in Sustainable Development KW - Q2 09161:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20191794?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Sustainability+Science+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Altman%2C+D+G%3BEspey%2C+WH+Jr%3BFeldman%2C+AD&rft.aulast=Altman&rft.aufirst=D&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Investigation+of+Soil+Conservation+Service+Urban+Hydrology+Techniques&rft.title=Investigation+of+Soil+Conservation+Service+Urban+Hydrology+Techniques&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Corps of Engineers' Experience with Automatic Calibration of a Precipitation-Runoff Model AN - 19451299; 7399348 AB - Computer program HEC-1, a precipitation-runoff model widely used throughout the United States, includes the capability to estimate automatically any of twelve parameters necessary to model the precipitation-runoff process and the channel routing process. The parameter estimation scheme employs Newton's method to minimize a weighted sum of squares of differences between observed and computed hydrograph values. Applications of this parameter estimation procedure are presented, and typical steps of the procedure for determining optimal parameter estimates are outlined. Recent efforts to improve the estimation algorithm and recent use of the calibration capability to update sequentially parameter estimates in a flood forecasting application are discussed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ford, D T AU - Morris, E C AU - Feldman, AD Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 18 KW - Meteorological & Geoastrophysical Abstracts; Water Resources Abstracts KW - Hydrograph analysis KW - Rainfall-runoff Relationships KW - Algorithms KW - Automation KW - Routing KW - Channels KW - USA KW - Flood forecasting KW - Hydrologic Models KW - Calibrations KW - Computer Programs KW - Rainfall-runoff modeling KW - Hydrographs KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451299?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ford%2C+D+T%3BMorris%2C+E+C%3BFeldman%2C+AD&rft.aulast=Ford&rft.aufirst=D&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=18&rft.isbn=&rft.btitle=Corps+of+Engineers%27+Experience+with+Automatic+Calibration+of+a+Precipitation-Runoff+Model&rft.title=Corps+of+Engineers%27+Experience+with+Automatic+Calibration+of+a+Precipitation-Runoff+Model&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Institutional Support of Water Resource Models AN - 19450431; 7399337 AB - Solutions to human and institutional problems that inhibit effective development and use of water resource computer models are identified. Support of water resource models is treated under the topics of quality control, technology transfer, model improvement and maintenance, and education of managers/decision makers. A main thesis is that effective model support is best achieved by means of centralized organizational units that are designed to perform a wide range of support activities that include model evaluation and enhancement preparation of documentation, user assistance, maintenance, the conducting of training course and seminars, and project applications. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Peters, J C Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 30 KW - Water Resources Abstracts KW - Evaluation KW - Documentation KW - Education KW - Hydrologic Models KW - Training KW - Computer Models KW - Quality Control KW - Maintenance KW - Water Resources KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450431?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Peters%2C+J+C&rft.aulast=Peters&rft.aufirst=J&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=30&rft.isbn=&rft.btitle=Institutional+Support+of+Water+Resource+Models&rft.title=Institutional+Support+of+Water+Resource+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Hydrographs by Single Linear Reservoir Model AN - 19449564; 7399344 AB - A single linear reservoir (SLR) model is presented which provides a simple means for developing runoff hydrographs for small, urban watersheds. The model only requires one parameter, K, which can be estimated from watershed and precipitation characteristics. Several methods for estimating K and the results of testing the model on various watersheds are presented. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Pedersen, J T AU - Peters, J C AU - Helweg, O J AD - US Army Corps of Engineers, Institute for Water Resources, Hydrologic Engineering Center (HEC), 609 Second Street, Davis, CA 95616-4687, USA Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 24 IS - TP-74 KW - Water Resources Abstracts KW - Urban Watersheds KW - Hydrologic Models KW - Estimating KW - Hydrographs KW - Urban Runoff KW - Model Testing KW - Precipitation KW - Watersheds KW - Reservoirs KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449564?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Technical+Papers.+U.S.+Army+Corps+of+Engineers%2C+Hydrologic+Engineering+Center&rft.atitle=Hydrographs+by+Single+Linear+Reservoir+Model&rft.au=Pedersen%2C+J+T%3BPeters%2C+J+C%3BHelweg%2C+O+J&rft.aulast=Pedersen&rft.aufirst=J&rft.date=1980-05-01&rft.volume=&rft.issue=TP-74&rft.spage=24&rft.isbn=&rft.btitle=&rft.title=Technical+Papers.+U.S.+Army+Corps+of+Engineers%2C+Hydrologic+Engineering+Center&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 N1 - SubjectsTermNotLitGenreText - Urban Watersheds; Hydrologic Models; Estimating; Urban Runoff; Hydrographs; Precipitation; Model Testing; Watersheds; Reservoirs ER - TY - RPRT T1 - Application of the Finite Element Method to Vertically Stratified Hydrodynamic Flow and Water Quality AN - 19449473; 7399346 AB - Computer program RMA-7 (King, et al, 1973) has been expanded to be able to simulate density induced flows and water quality conditions typically found in deep reservoirs. The mathematical basis for the program and methods of implementing the code for various kinds of flow are discussed. Results from two different applications are presented. The first example simulates flow conditions that were measured in a physical model of a deep reservoir. Results are also included for simulations of the circulation, temperature and dissolved oxygen concentrations for Lake Taneycomo, Missouri. Comparison of measured and computed results from both applications shows that the RMA-7 model provides reasonably accurate results for both flow circulation and water quality. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - MacArthur, R C AU - Norton, W R Y1 - 1980/05// PY - 1980 DA - May 1980 SP - 20 KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; Water Resources Abstracts KW - water quality KW - Water reservoirs KW - finite element method KW - Hydrodynamics KW - Water quality KW - Dissolved oxygen KW - Computer programs KW - Lakes KW - Hydrologic Models KW - Finite Element Method KW - USA, Missouri KW - Reservoirs KW - Finite element method KW - Density KW - Water Quality KW - Dissolved Oxygen KW - Temperature KW - Simulation KW - USA, Missouri, Taneycomo L. KW - Computer Programs KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449473?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=MacArthur%2C+R+C%3BNorton%2C+W+R&rft.aulast=MacArthur&rft.aufirst=R&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=20&rft.isbn=&rft.btitle=Application+of+the+Finite+Element+Method+to+Vertically+Stratified+Hydrodynamic+Flow+and+Water+Quality&rft.title=Application+of+the+Finite+Element+Method+to+Vertically+Stratified+Hydrodynamic+Flow+and+Water+Quality&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Corps of Engineers ' Experience with Automatic Calibration of a Precipitation-Runoff Model AN - 19229997; 8103320 AB - To satisfy the need for a precipitation-runoff model for application in water resources planning and management, the computer program HEC-1 was developed. This model includes algorithms to accomplish the following tasks necessary to simulate watershed response: determine effective precipitation; compute the subarea runoff due to the effective precipitation; and route and combine the subarea runoff hydrographs. In addition, HEC-1 includes the capability to determine automatically the parameters of the functions employed in the simulation. This is accomplished using Newton 's technique to minimize a weighted least-squares objective function. Currently, alternative optimization techniques and alternative objective functions are being evaluated. The parameter estimation capability of program HEC-1 has been employed in applications focused on modelling the impact of basin modifications, of channel improvements, of various flood control measures, and on developing frequency curves for ungaged watersheds. The parameter estimation technique of HEC-1 has been extended recently to update sequentially parameter estimates for flood forecasting. In these applications, computed reservoir inflows and observed mean areal precipitation available at the time of forecast are used to estimate model parameters. These parameters are used then to estimate future reservoir inflows, using the simulation capability of the program. The results of the applications are satisfactory for application to flood-control reservoir operation. (Brambley-SRC) JF - Technical Paper No 70, May 1980. 10 p, 2 Fig, 3 Tab, 20 Ref. AU - Ford, D T AU - Morris, E C AU - Feldman, AD AD - Army Corps of Engineers Hydrologic Engineering Center Davis, CA Y1 - 1980/05// PY - 1980 DA - May 1980 KW - Water Resources Abstracts KW - Rainfall-runoff relationships KW - Computer models KW - Model studies KW - Computer programs KW - Automation KW - Mathematical studies KW - Watershed management KW - Flood control KW - Channels KW - Reservoirs KW - Simulation KW - SW 0835:Streamflow and runoff UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19229997?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Corps+of+Engineers+%27+Experience+with+Automatic+Calibration+of+a+Precipitation-Runoff+Model&rft.au=Ford%2C+D+T%3BMorris%2C+E+C%3BFeldman%2C+AD&rft.aulast=Ford&rft.aufirst=D&rft.date=1980-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - The effect of structures and lake level on bluff and shore erosion in Berrien County, Michigan, 1970-74 AN - 51865923; 1981-025601 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Birkemeier, William A Y1 - 1980/04// PY - 1980 DA - April 1980 SP - 74 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-2 SN - 0193-5992, 0193-5992 KW - United States KW - Michigan Lower Peninsula KW - North America KW - structure KW - Berrien County Michigan KW - Great Lakes region KW - erosion KW - shorelines KW - engineering geology KW - beaches KW - bluffs KW - Michigan KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51865923?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Birkemeier%2C+William+A&rft.aulast=Birkemeier&rft.aufirst=William&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+effect+of+structures+and+lake+level+on+bluff+and+shore+erosion+in+Berrien+County%2C+Michigan%2C+1970-74&rft.title=The+effect+of+structures+and+lake+level+on+bluff+and+shore+erosion+in+Berrien+County%2C+Michigan%2C+1970-74&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 50 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; Berrien County Michigan; bluffs; changes; engineering geology; erosion; Great Lakes region; Michigan; Michigan Lower Peninsula; North America; shorelines; structure; United States ER - TY - RPRT T1 - Determination of Land Use from Satellite Imagery for Input to Hydrologic Models AN - 19453598; 7399345 AB - A land use/Land over identification methodology using LANDSAT imagery has been applied to six watersheds across the U.S. The land use information is stored in a grid cell data bank and is the basis for calibration of hydrologic parameters for watershed models. Flood frequency studies have been completed on four of the watersheds with land use derived from both satellite data and conventional low altitude aerial photography. This paper discusses our experience using the LANDSAT land use classification procedure and compares hydrologic results obtained from the alternative determinations of land use. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Webb, R P AU - Cermak, R AU - Feldman, AD Y1 - 1980/04// PY - 1980 DA - April 1980 SP - 22 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Meteorological & Geoastrophysical Abstracts; Water Resources Abstracts KW - Land Use KW - Remote Sensing KW - Resource management KW - LANDSAT KW - Aerial photography KW - Freshwater KW - Watersheds KW - Frequency analysis KW - Hydrologic Models KW - Calibrations KW - Classification KW - Floods KW - Hydrologic Data KW - Hydrologic models KW - Satellite Technology KW - River discharge KW - Land use KW - Satellite sensing KW - USA KW - Satellite data KW - Flood Frequency KW - Flood frequencies KW - Q2 09161:General KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453598?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Webb%2C+R+P%3BCermak%2C+R%3BFeldman%2C+AD&rft.aulast=Webb&rft.aufirst=R&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Determination+of+Land+Use+from+Satellite+Imagery+for+Input+to+Hydrologic+Models&rft.title=Determination+of+Land+Use+from+Satellite+Imagery+for+Input+to+Hydrologic+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Dimensionless Graphs of Floods From Ruptured Dams AN - 19451826; 7399313 AB - Dams are subject to failure and the damages produced by the resulting flood are extensive. Alleviation or prevention of the damaging effects requires the knowledge of the flood characteristics. These include primarily the time of arrival of the flood-wave front, the maximum flood level and the time at which the maximum flood level occurs after dam failure. Using a rational computation technique, based on the method of characteristics, dimensionless graphs of the aforementioned flood characteristics were prepared for a prismatic channel of general parabolic cross section and several values of the parameters involved. These values were selected to cover the practical range of the field conditions affecting the magnitude of the dam-break flood. Results were obtained for such periods of time that the flood peak advanced adequately downstream and either subsided or stabilized considerably. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1980/04// PY - 1980 DA - April 1980 SP - 76 KW - Water Resources Abstracts KW - Channels KW - Damage KW - Floods KW - Dams KW - Dam Failure KW - Downstream KW - Flood Peak KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451826?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=76&rft.isbn=&rft.btitle=Dimensionless+Graphs+of+Floods+From+Ruptured+Dams&rft.title=Dimensionless+Graphs+of+Floods+From+Ruptured+Dams&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Multi-Factor Analysis of Bank Caving Along a Navigable Stream AN - 19248776; 8105752 AB - Bank caving along the Ohio River has caused anxiety to landowners and has prompted a study of bank caving which encompassed the entire length of the Ohio River from Pittsburgh to Cairo, Illinois. Bank failure and caving on the Ohio River are complex phenomena, episodic and resulting from an interplay of causative factors. Usually this interplay of causative factors is sequential. The erosive and tractive forces created by flowing water during floods, and the gravitational forces and water pressures created in stream banks during the recession of flood waters are predominant causes of bank recession on the Ohio River and on many alluvial streams. However, bank caving and erosion caused by water flowing out of banks is also a very significant activity. Bank erosion has been documented and recorded for more than 150 years on the Ohio River. Construction and operation of navigation dams have not significantly intensified or accelerated bank caving and erosion on the Ohio River. Vessel waves are insignificant in comparison to other factors. However, the turbulence created by propeller wash and the direct impacts of towboats operating very close to river banks may have significant effects on specific sites. Changes in land use, particularly changes in the application of water to the land or the drainage or removal of water from the land adjacent to river banks, may have very significant effects on bank stability and slope failures. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 463-493, 6 Fig, 2 Tab, 25 Ref. AU - Hagerty, D J Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Bank erosion KW - Flood damage KW - Dams KW - Water level fluctuations KW - Ohio River KW - Barges KW - Boats KW - Land use KW - Wave action KW - Alluvial rivers KW - SW 0835:Streamflow and runoff KW - SW 0870:Erosion and sedimentation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19248776?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Multi-Factor+Analysis+of+Bank+Caving+Along+a+Navigable+Stream&rft.au=Hagerty%2C+D+J&rft.aulast=Hagerty&rft.aufirst=D&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Why Regional Development AN - 19244378; 8105746 AB - The role of water resources in regional development community development, and national economic development was analyzed in relation to Corps of Engineers planning. The McClellan - Kerr Arkansas River Navigation System has a variety of impacts on both the region and the nation. Direct and indirect income effects totalled $1.9 billion from the $1.3 billion construction expenditures. Navigation traffic has increased at approximately 15% per year. Flood damages are lower by $10 million a year. The project is producing the amount of hydroelectric power anticipated. Recreation has turned into a major category of benefits. Suspended sediment loads have declined sharply. Improvement in water quality is one of the major unanticipated benefits. The Tenn-Tom project, now under construction, is almost purely navigation and recreation, and therefore lacks the multiple purpose character of the Arkansas River project and its ability to attract a variety of interest groups. It will be a thruway for commodities produced a great distance from the waterway, diffusing interests over a wide area. This has served to facilitate political support for the project. It is concluded that water resources projects and programs can be effective agents for national, regional and community development. Water resource projects should be integrated with local and regional development plans and with environmental quality plans. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980, Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 209-220, 3 Ref. AU - Antle, L G Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Water resources development KW - Regional development KW - Planning KW - Water quality KW - Navigation KW - Recreation KW - Flood control KW - Hydroelectric power KW - Political aspects KW - Social aspects KW - Economic aspects KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19244378?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Why+Regional+Development&rft.au=Antle%2C+L+G&rft.aulast=Antle&rft.aufirst=L&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Waterways and Related River Development: Growth and Change in the Yazoo-Mississippi Delta AN - 19243351; 8105745 AB - The specific causes of growth and change in a region are normally difficult to pinpoint: however, in a limited number of cases the significant contribution to this growth and change of one or two factors is so apparent that a cause-effect relationship can be postulated. Such is the case with the Yazoo Delta area of Mississippi, a distinct region where economic, socio-cultural and environmental growth and change may be traced to the impacts of river transportation and related water resources development activities. Historical analysis of the early development of the region, coupled with evaluation of more recent growth and change, highlights the importance water resources development. In its early days, the Delta required water transport to provide access to and from its fertile agricultural land. As river transport was replaced by rail, the importance of flood control activities grew until, with the recognition in 1927 of the national impact of major flood disasters, it became a governing consideration. Growth could take place only where flood control was present. Analysis of recent growth patterns indicates some renewed attraction of the river port, not only for those industries using the port, but the ports ' roles as agglomeration centers for manufacturing. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980, p 189-208, 6 Fig, 3 Tab, 15 Ref, 2 Append. AU - Galloway, GEJr Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Water resources development KW - Navigation KW - Flood control KW - Navigable rivers KW - Waterways KW - Transportation KW - Yazoo Delta area KW - Mississippi KW - SW 4070:Ecological impact of water development KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19243351?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Waterways+and+Related+River+Development%3A+Growth+and+Change+in+the+Yazoo-Mississippi+Delta&rft.au=Galloway%2C+GEJr&rft.aulast=Galloway&rft.aufirst=GEJr&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Locks and Mechanical Lifts: State of the Art AN - 19240613; 8105750 AB - Since 1978, there has been a steady progress of improvements in design, construction and operation of locks. It is no longer necessary to perform model tests for three sizes of low lift sideport system locks provided the generalized design curves that were developed in the consolidated model testing program are utilized. The bottom longitudinal filling system has been proven to be superior to other types of systems for intermediate lift and high lift locks. Development of the reverse tainter valve and its refinement in the Holt Lock design studies have eliminated most lock valve problems. Better lock gates have been developed. Great improvements in electrical and mechanical equipment, communications equipment and operating and safety equipment have been accomplished since 1930. European lock designs generally are no better, and in some respects are not as good as United States designs. Lock separation, use of impact barriers to protect lock gates, and high lift lock filling system designs from Europe are worthwhile developments. The principal advantage to mechanical lifts used in Europe is the elimination of the need for lockage water, but the capacity of a mechanical lift is much less than a conventional lock. A water saving basin lock can reduce lockage water by a significant percentage, but the filling time is increased by 50 to 100%. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980, Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 419-441, 10 Fig, 6 Ref. AU - Davis, J P Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Locks KW - Waterways KW - Hydraulic design KW - Navigation KW - Gates KW - Design criteria KW - Hydraulic valves KW - Model studies KW - Water conservation KW - SW 6010:Structures KW - SW 6030:Hydraulic machinery UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19240613?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Locks+and+Mechanical+Lifts%3A+State+of+the+Art&rft.au=Davis%2C+J+P&rft.aulast=Davis&rft.aufirst=J&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - The Evaluation of Water Conservation for Municipal and Industrial Water Supply: Procedures Manual AN - 19235785; 8101000 AB - Water conservation proposals serve to reduce the gap between future demand and future water supply. Specific water conservation measures may be classified as regulatory practices, management practices or education efforts. The evaluation procedure is used to determine whether water supply plans can be improved by inclusion of a water conservation element. Water supply plans are first formulated according to existing procedures, without consideration of additional water conservation measures. The potential water conservation measures are identified by the measure-specific analysis; these individual water conservation measures then are evaluated against the alternate water supply plans. Based on this evaluation, water conservation proposals are developed, which can be integrated into water supply plans, yielding alternative water supply/conservation plans. Determining the social acceptability of conservation measures requires the measurement of social ideologies. Interviews and surveys can be used to delineate social ideologies which affect the social acceptability of conservation measures. Two sample questionnaires are provided. (Moore-SRC) JF - Army Engineer Institute for Water Resources Contract Report 80-1 , April 1980. 73 p, 5 Fig, 1 Tab, 2 Append. AU - Baumann, D D AU - Boland, J J AU - Sims, J H AD - Planning and Management Consultants Ltd. Carbondale, IL Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Water conservation KW - Evaluation KW - Municipal water KW - Industrial water KW - Cost-benefit analysis KW - Planning KW - Water supply KW - Social aspects KW - Alternative planning KW - Economics KW - Water demand KW - SW 1040:Conservation in domestic and municipal use KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19235785?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=The+Evaluation+of+Water+Conservation+for+Municipal+and+Industrial+Water+Supply%3A+Procedures+Manual&rft.au=Baumann%2C+D+D%3BBoland%2C+J+J%3BSims%2C+J+H&rft.aulast=Baumann&rft.aufirst=D&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - The Dynamics of Rivers and Their Response to Man and Nature AN - 19234962; 8105748 AB - An alluvial river is a dynamic system which continually changes its position, as a consequence of hydraulic forces acting on its bed and banks. These changes may be slow or rapid and may evolve through time due to natural forces or due to man 's activities. Man-induced changes frequently start a response that can be propagated for long distances. All problems in alluvial rivers are a result of sediments. Directly or indirectly, the movement and storage of sediments create all river problems, including flooding, navigation problems, excessive scour or fill around manmade structures, and environmental effects. The control of all alluvial rivers is directly associated with the geology of each drainage basin. The topography of the basin which dictates the slope of the river system, thus the energy to move or to store sediments, has been developed through geologic processes. The cure of any river navigation problem is the proper control of the slope. Most navigational improvements on alluvial rivers, including locks and dams, cutoffs, bank stabilization, realignment, and training structures, change the rivers natural slope, thus altering the movement of sediments. In the past, engineering analysis of a river has been mostly of a hydraulic and hydrologic nature. In order to better understand any river system, a fluvial geomorphic analysis is also needed. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 387-406, 4 Fig, 33 Ref. AU - Winkley, B R AD - Army Engineer Dist. Vicksburg, MS Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Alluvial rivers KW - Sediment transport KW - River basin development KW - Navigation KW - Environmental effects KW - Scour KW - River training KW - River flow KW - Flooding KW - Bank stabilization KW - SW 4070:Ecological impact of water development KW - SW 0870:Erosion and sedimentation UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19234962?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=The+Dynamics+of+Rivers+and+Their+Response+to+Man+and+Nature&rft.au=Winkley%2C+B+R&rft.aulast=Winkley&rft.aufirst=B&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Environmental Aspects of Dredged Material Disposal Relating to Waterway Development AN - 19234935; 8105753 AB - Maintaining navigation on approximately 25,000 mi of waterways and over 500 harbors in the United States involves the annual dredging of about 350,000,000 cu yd of material. The basic problem is not in dredging the material, but in the efficiency, effectiveness, and environmental compatibility of disposing of the material after dredging. The physical impacts of dredged material disposal in open water are, in almost all cases, potentially more dominant than the chemical effects on the biota. Physical impacts include smothering and covering benthic organisms, reducing light penetration and changing the water bottom profile. Significant problems occur when discharged dredged material produces fluid mud near the bottom of disposal areas. An often attractive alternative to open-water disposal is upland disposal. However, the effluent from containment areas and upland disposal areas may, under certain circumstances, produce more harmful effects than those produced if the material is deposited in open water. Perhaps the most desirable productive use for dredged material is creating wildlife habitats. These habitats can also serve significant other functions such as improving water quality, protecting areas from wave action, and providing recreation opportunities. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 495-507, 14 Fig. AU - Harrison, J Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Dredging KW - Waste disposal KW - Water pollution sources KW - Spoil banks KW - Turbidity KW - Effluents KW - Wildlife habitats KW - Wetlands KW - Land disposal KW - SW 4070:Ecological impact of water development KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19234935?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Environmental+Aspects+of+Dredged+Material+Disposal+Relating+to+Waterway+Development&rft.au=Harrison%2C+J&rft.aulast=Harrison&rft.aufirst=J&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Navigation Hydraulics AN - 19229738; 8105749 AB - The hydraulic engineering aspects of navigation can be categorized into three broad areas: locks and dams; channel dimensions and alignment; and channel stability and development. In raising or lowering vessels from one navigation pool to the next, locks require a certain amount of time to service a vessel , and can potentially create a queuing situation with the resulting delays to traffic. The time required to service vessels is largely dependent on the hydraulic characteristics at the lock, both in the channels adjacent to the lock and of the lock filling and emptying system. While lock dimension may be governed by factors other than hydraulics, significant physical effects influence the locking process due to the relative size of the lock and the vessel entering and exiting the lock. Hydraulic model studies have been used extensively in modifying and designing navigational facilities and have proven to be very effective in determining the conditions affecting navigation. Hydropower plants can seriously affect conditions in the lower lock approach by surges and currents caused by water releases. The design of channels must take into account the maneuvering characteristics of the vessels using the channel, the relative dimensions of the vessels and channel, the human element, the alignment of the banks, currents, the flow field, and fluctuations in flow. Most waterways are located in natural streams, many of which carry heavy sediment loads. Such streams are highly dynamic in nature and tend to meander and migrate. Shoaling problems affecting channel width, depth, and alignment can be encountered in any stream carrying sediment, and concern has developed over the stability of channel banks. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 407-418. AU - Daggett, L L Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Navigation KW - Dams KW - Locks KW - Hydraulic design KW - Sediments KW - Channel improvement KW - Channel morphology KW - Erosion KW - Hydroelectric plants KW - Turbulence KW - Hydraulic engineering KW - SW 6020:Hydraulics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19229738?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Navigation+Hydraulics&rft.au=Daggett%2C+L+L&rft.aulast=Daggett&rft.aufirst=L&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Effect of Navigation Dams on Banks of Ohio River AN - 19229246; 8105751 AB - During the past 10 years numerous complaints have been received from riparian landowners along the Ohio River which contend that construction and operation of the modern highlift navigation structures have accelerated failures of the streambanks. There are several mechanisms that could be responsible for bank failures, acting either separately or in various combinations, such as: river currents; river eddies; propeller wash; changes in land; waves; rapid lowering of water surface; piping of layers of impervious materials; surface runoff; and colluvial slides. A bank erosion study was initiated to develop and analyze technical and historical data to arrive at a professional and documented conclusion as to whether raising the pools upstream of the navigation structures was a cause of bank failure. The study concluded that bank erosion would have occurred along the Ohio River, including tracts under litigation , by natural phenomena without the construction of navigational structures and the impoundment of permanent pools. Of these phenomena the most significant erosion causative factors are failure of the bank during and following wet periods and the reworking and transport of slumpage debris. Significant erosion conditions and bank failure following floods have been noted in historic records. Ohio River navigation structures have been constructed throughout the past 100 years and conditions of moderate to severe erosion have been noted within all reaches regardless of the period of impoundment. (Moore-SRC) JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 443-461, 8 Fig. AU - Browne, W H Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Bank erosion KW - Navigation KW - Locks KW - Rivers KW - Water level fluctuations KW - Ohio River KW - Eddies KW - Land use KW - Stream banks KW - Flood damage KW - Wave wash KW - Surface runoff KW - Riparian land KW - SW 0870:Erosion and sedimentation KW - SW 2010:Control of water on the surface UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19229246?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Effect+of+Navigation+Dams+on+Banks+of+Ohio+River&rft.au=Browne%2C+W+H&rft.aulast=Browne&rft.aufirst=W&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Selected Economic Impacts of Ohio River and Ohio River Basin Federal Water Resources Investment AN - 19227540; 8105747 AB - The history of the Ohio River has been influenced significantly by development of its water resources. The Basin contains major portions of seven states (30% to 95% of the states) and smaller portions of seven other states (1% to 20%) in the area adjacent to the Ohio River. Eight rivers serve the area, the Ohio River being the prime river. Benefits to the area have accrued from improvements in navigation, flood control, recreation, and sustained stream flow. Volume of shipments on the Ohio River alone has increased five times since 1950. Transportation costs of water transport are approximately one-third those of the next cheapest mode. Transportation savings were estimated to be $500 million annually in 1977. Projects providing this saving have cost $1.3 billion on the Ohio River. Flood damage prevented has been in excess of $5 billion prevented at a cost of $3 billion. Recreation value in terms of number of recreation visits and a $1.50 value per visit are $20 million annually at a cost of $16 million. Further, from 1950-1978, approximately $64 billion in private investment has occurred in the Basin and those firms expanding or locating acknowledge water resources improvements as the prime location determinant. The total cost of water resource improvements is estimated, since 1954, to total $4.0 billion. JF - National Waterways Roundtable Proceedings, Norfolk, Virginia April 22-24, 1980. Army Engineer Water Resources Support Center, Institute for Water Resources Report IWR-80-1, 1980. p 221-241, 4 Fig, 5 Tab, 6 Ref. AU - Berry, CA Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Waterways KW - Navigation KW - Flood control KW - Recreation KW - Stream flow KW - Economic impact KW - Ohio River KW - Water resources development KW - Cost-benefit analysis KW - River flow KW - Transportation KW - River basin development KW - SW 4070:Ecological impact of water development KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19227540?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Selected+Economic+Impacts+of+Ohio+River+and+Ohio+River+Basin+Federal+Water+Resources+Investment&rft.au=Berry%2C+CA&rft.aulast=Berry&rft.aufirst=CA&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - A Study of the Impact of the Hugo Reservoir on Choctaw and Pushmataha Counties: A View Four Years after Completion AN - 19224294; 8100881 AB - In 1967 the Corps of Engineers commissioned a pro-forma study of the impact of the Hugo Reservoir on two Southeastern Oklahoma counties, Choctaw and Pushmataha. More than ten years have passed since the first study and the construction of the reservoir were begun and more than four years have elapsed since water impoundment in the reservoir began. The actual effects of the reservoir on the study area is compared with the effects forecast by the earlier study, and new forecasts are based on the effects already experienced. The impacts measured in this study were for the short-term period, 1967-1977, and the forecasts extend to 2050 in most cases. The population of the area increased by nearly 3,000 persons between 1967 and 1977. The labor force, per capita income, farm output, value added by manufacture and bank deposits have all increased during the same period. Total construction activity in the area by 1977 exceeded the level of 1967 by $11 million, and a rapid increase in construction is projected for the period between 1980 and 2000 due to the construction of a new coal fired generating plant. The creation of the Hugo reservoir resulted in the emergence of the recreation industry as a major econmic activity in the area. The use of land changed little between 1967 and 1978, although residential uses near the lake increased by 24 acres. (Moore-SRC) JF - Army Engineer Institute for Water Resources Research Report 80-R1 April 1980. 241 p, 13 Fig, 53 Tab, 38 Ref, 5 Append. Y1 - 1980/04// PY - 1980 DA - Apr 1980 KW - Water Resources Abstracts KW - Economic impact KW - Reservoirs KW - Social impact KW - Post-impoundment KW - Oklahoma KW - Hugo Reservoir(OK) KW - Economic prediction KW - Reservoir construction KW - Employment KW - Recreation KW - Agriculture KW - Human population KW - Construction KW - Powerplants KW - Land use KW - Forecasting KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19224294?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=A+Study+of+the+Impact+of+the+Hugo+Reservoir+on+Choctaw+and+Pushmataha+Counties%3A+A+View+Four+Years+after+Completion&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Ecological evaluation of a beach nourishment project at Hallandale (Broward County), Florida; Volume II, Evaluation of benthic communities adjacent to a restored beach, Hallandale (Broward County), Florida AN - 51906676; 1980-058762 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Marsh, G A AU - Bowen, P R AU - Deis, D R AU - Turbeville, D B AU - Courtenay, W R, Jr Y1 - 1980/03// PY - 1980 DA - March 1980 SP - 32 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-1, Vol. 2 SN - 0193-5992, 0193-5992 KW - United States KW - engineering geology KW - beaches KW - benthic taxa KW - communities KW - shorelines KW - Hallandale KW - ecology KW - Broward County Florida KW - Florida KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51906676?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Marsh%2C+G+A%3BBowen%2C+P+R%3BDeis%2C+D+R%3BTurbeville%2C+D+B%3BCourtenay%2C+W+R%2C+Jr&rft.aulast=Marsh&rft.aufirst=G&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ecological+evaluation+of+a+beach+nourishment+project+at+Hallandale+%28Broward+County%29%2C+Florida%3B+Volume+II%2C+Evaluation+of+benthic+communities+adjacent+to+a+restored+beach%2C+Hallandale+%28Broward+County%29%2C+Florida&rft.title=Ecological+evaluation+of+a+beach+nourishment+project+at+Hallandale+%28Broward+County%29%2C+Florida%3B+Volume+II%2C+Evaluation+of+benthic+communities+adjacent+to+a+restored+beach%2C+Hallandale+%28Broward+County%29%2C+Florida&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 15 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; benthic taxa; Broward County Florida; communities; ecology; engineering geology; Florida; Hallandale; shorelines; United States ER - TY - RPRT T1 - Application of the HEC-5 Hydropower Routines AN - 19461707; 7891174 AB - This training document was written to assist users of computer program HEC-5, Simulation of Flood Control and Conservation Systems in hydropower applications. This document supplements the HEC-5 User's Manual, which is the basic documentation for the program. The chapters on hydropower application describe the data requirements, program operation, and program output for the HEC-5 hydropower routines. Hydropower applications cover power reservoirs, system power, pumped storage, firm energy optimization, and strategies for using the HEC-5 program. The User's Manual, available from the Hydrologic Engineering Center, provides the input specifications. The conceptual model of a reservoir system is a branching network with a reservoir at the start of every branch. The reservoirs and non-reservoir control points are linked to each other by routing criteria. The whole system cascades downstream and converges to a final control point. Reservoirs and control points are the only locations where flows, constraints, and demands are evaluated by the program. Diversions may be used to route flows to other locations in or out of the basin. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Bonner, V R Y1 - 1980/03// PY - 1980 DA - March 1980 SP - 50 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Flood control KW - Training KW - Hydroelectric Plants KW - Routing KW - Training aids KW - Computer programs KW - Engineering KW - Hydrologic Models KW - Computer Programs KW - Downstream KW - Reservoirs KW - Diversion KW - Manuals KW - Q2 09161:General KW - SW 6030:Hydraulic machinery UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461707?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Bonner%2C+V+R&rft.aulast=Bonner&rft.aufirst=V&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=50&rft.isbn=&rft.btitle=Application+of+the+HEC-5+Hydropower+Routines&rft.title=Application+of+the+HEC-5+Hydropower+Routines&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Methodologies for Use in Project-Related Studies AN - 19247628; 8106114 AB - The increasing scarcity of water, power, and wildlife has intensified the conflicts between hydropower development and habitat protection. Two analytical methods for use in water resources project evaluation are the Habitat Evaluation Procedures (HEP) and the Incremental Methodology. The HEP takes a habitat approach to impact assessment and provides a method of quantitatively describing baseline conditions and predicting future habitat conditions in terms of habitat quality and quantity. The procedures consist of two integral parts: habitat evaluations; and monetary evaluations. HEP can be used at various stages in project planning and the data developed can play a significant role in the decisionmaking process. The IGF incremental method allows quantification of the life phases in a given reach of stream, at different streamflow regimes, with different channel configurations and slopes. The incremental approch is composed of five steps: field measurement of channel, physical, and chemical characteristics; hydraulic simulation of the spatial distribution of combinations of depths, velocities, substrate, and cover objects; simulation of the temporal distribution of temperature and chemical constituents; application of habitat evaluation criteria for species and life stages, for each flow regime and channel condition under investigation, and display of the changing habitat usability over time. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 157-196. 6 Ref. AU - Olson, R W AD - Fish and Wildlife Service Fort Collins, CO. Western Energy and Land Use Team Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Environmental effects KW - Water resources development KW - Hydroelectric plants KW - Aquatic habitats KW - Ecological effects KW - Habitats KW - Fish KW - Economic aspects KW - Decision making KW - Streamflow KW - Simulation KW - Distribution KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19247628?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Methodologies+for+Use+in+Project-Related+Studies&rft.au=Olson%2C+R+W&rft.aulast=Olson&rft.aufirst=R&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Effects of Hydroelectric Projects on Fish Populations AN - 19247575; 8106115 AB - There are currently over 1,500 reservoirs in the United States larger than 500 surface acres. Many of the largest of these are formed by hydroelectric dams. The impacts of hydroelectric projects on fish populations are substantially different for watersheds containing mainly warmwater fish than those containing coldwater fish. In general, the overall effect of hydroelectric projects on streams containing warmwater fish is to increase the total population and standing crop, but species composition and abundance are usually changed. Production of warmwater fish, particularly bass, can be substantially enhanced if reservoir level can be optimized during the spawning period of the game fishes. Coldwater fish populations generally decline , particularly if the species are mainly anadromous. The main factors causing the losses are: mortality of juveniles passing through turbines; delay in migration; increased predation; gas bubble disease; and loss of spawning habitat. Solutions to these problems are available for lowhead dams like those constructed in the Columbia River. Coldwater fisheries in reservoirs formed by highhead dams can be continued by periodically stocking from hatcheries if limnological conditions are favorable, but the anadromous portion of the fishery is generally lost upstream from the dam. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 170-176. 2 Fig, 2 Tab , 7 Ref. AU - Ebel, W AD - National Marine Fishery Service Seattle, WA. Northwest and Alaska Fishery Center Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Environmental effects KW - Hydroelectric plants KW - Reservoirs KW - Fish populations KW - Reservoir fisheries KW - Reservoir operation KW - Fish management KW - Anadromous fish KW - Bass KW - Water temperature KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19247575?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Effects+of+Hydroelectric+Projects+on+Fish+Populations&rft.au=Ebel%2C+W&rft.aulast=Ebel&rft.aufirst=W&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Coordinated Operation of Mid-Columbia River Hydro Projects AN - 19243286; 8106112 AB - The seven Mid-Columbia hydroelectric projects under coordinated moment by moment dispatch are located on the Columbia River in central Washington State. These plants utilize a gross head of 890 ft, and monthly average flows range from 288,000 cfs to 48 ,000 cfs. The seven dams include Grand Coulee, Chief Joseph, Wells, Rocky Reach, Rock Island, Wanapum, and Priest Rapids. Prior to hourly coordination, each purchaser and the government requested power from each project to meet his needs and observe contractual limitations. Hourly coordination is a modification of previous operations designed to hold ponds full by altering the uncoordinated generation at all projects, combined with an accounting system designed to maintain the rights and obligations of all parties. Each control center sends signals to Central representing uncoordinated desired generation at each project. Central then sums the total uncoordinated desired generation, and in accordance with operating strategy, determines the coordinated generation at each project to meet the total desired generation. Central then sends back to each control center a signal, the coordination bias for each project so that the control center can dispatch the project uncoordinated desired generation plus coordination bias. Signals are exchanged and coordination bias is computed each four seconds in order to follow the load shape. After implementing hourly coordination, under certain water conditions, the system runs at capacity several daytime hours, and approaches minimum loadings during graveyard hours. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 97-107. 1 Fig. AU - Dunstan, LA AD - Dunstan, Inc , Portland, OR Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Electric power production KW - Hydroelectric plants KW - Automation KW - Regulated flow KW - Reservoir operation KW - Flow control KW - Reservoir releases KW - Computers KW - Columbia River KW - Washington KW - SW 5010:Network design KW - SW 4040:Water demand UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19243286?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Coordinated+Operation+of+Mid-Columbia+River+Hydro+Projects&rft.au=Dunstan%2C+LA&rft.aulast=Dunstan&rft.aufirst=LA&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydropower Study AN - 19241613; 8106106 AB - During the past decade, a number of factors, including steady increases in fossil fuel costs, rapid inflation of the costs of constructing thermal generation facilities, and increased public concern over the safety of nuclear generation have prompted not only a search for new energy alternatives, but also a reexamination of previously ignored or discounted alternatives. A comprehensive study was needed to examine the nation 's undeveloped hydropower resources with today 's criteria and to analyze the institutional and policy setting for hydropower planning, design, development, and utilization. Congress authorized such a study, the National Hydropower Study. A preliminary inventory of hydropower potential is nearing completion. Over 50,000 existing dams and undeveloped damsites have been identified and screened using criteria developed specifically for each major watershed in the nation. The number of sites deemed to be candidates for further study has been reduced to about 17,000. The second major element of the study includes the Policy and Technical Overview Studies. These studies are designed to identify the socio-economic, environmental, institutional and other policy issues affecting hydropower, assess their importance, and recommended policy modifications that will encourage a balanced use of the nation 's water resources. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980. p 8-12, 3 Ref. AU - Hanchey, J R AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric power KW - Water resources development KW - Dams KW - Site selection KW - Public policy KW - Social aspects KW - Economic aspects KW - Environmental effects KW - Future planning KW - Damsites KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19241613?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydropower+Study&rft.au=Hanchey%2C+J+R&rft.aulast=Hanchey&rft.aufirst=J&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Small-Scale Hydroelectric Demonstration Program AN - 19241571; 8106108 AB - The objective of the Department of Energy 's Small-Scale Hydroelectric program is to provide an option for greatly increasing the use of hydroelectric energy through the identification and development substantial small-scale hydro resources. The strategy is to promote rapid near term growth by accelerating utilization of the most readily accessible hydro resource, existing dams, with active commercial participation. To date, two major incentive programs have been conducted utilizing government financial participation in 54 hydroelectric feasibility assessments and 7 hydroelectric demonstration projects. The major objective of the PRDA (Program Research and Development Announcement) was to stimulate and accelerate the utilization of low-head hydroelectric power by providing the private and non-Federal public sectors with engineering and economic information based on the results of current, specific feasibility assessments ecompassing a variety of existing dam sites. The two major criteria for qualification under the PRDA required that the dam have a rated capacity of between 50 kW and 15 MW and a hydraulic head of less than 20 m. Proposals were also solicited in response to a Program Opportunity Notice (PON) for the design, construction, and operation of low-head hydroelectric power demonstration plants at the site of existing dams. Proposals were considered for financial support to demonstrate technical feasibility and economic viability by acquiring cost and performance data to verify marketing, environmental, safety, legal, ad institutional constraints associated with low-head hydroelectric development. The major criteria for qualification under the PON required that the dam have a rated generation capacity of 15 MW or less, a head of 20 m or less, and have a completed feasibility assessment for the project. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980. p 53-66, 10 Fig. AU - Gilmore, CE AU - Smith, G L AD - Department of Energy Idaho Falls, ID Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Feasibility studies KW - Dams KW - Water resource develoment KW - Alternative planning KW - Economic feasibility KW - Economic aspects KW - Damsites KW - Availability head KW - Low head KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19241571?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Small-Scale+Hydroelectric+Demonstration+Program&rft.au=Gilmore%2C+CE%3BSmith%2C+G+L&rft.aulast=Gilmore&rft.aufirst=CE&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Potential Environmental Impacts of Hydroelectric Development: An Overview AN - 19241549; 8106120 AB - Environmental impacts of hydropower facilities arise from: creation of an impoundment; physical presence of a dam; effects of operation of the hydro facility on a reservoir; and effects of operation of the hydro facility on the tailwater or downstream ecosystem. The first environmental issue that arises is land use changes, and the second class of impacts centers around what happens to aquatic ecosystems when water velocity, depth, and travel time are modified. The potential impacts posed simply by the physical presence of a dam on a riverine system include blockage of fish migration and gas supersaturation. The major features of hydroelectric operation that can affect reservoir ecosystems are the amount of water released, and the location of water withdrawal from the reservoir. Water level fluctuation due to hydropower releases can significantly affect reservoir use. The impacts of operation of a hydropower facility on the downstream ecosystem can result from two potential modifications: changes in discharge regime and changes in water quality. Fluctuations in discharge and water level, if extreme, can significantly modify aquatic habitat below a hydropower facility. Several potential water quality considerations in tailwaters resulting from dam-impoundment systems are alteration of temperature regimes, reduced turbidity, changes in dissolved oxygen, increases in dissolved metals, and altered nutrient and organic matter regimes. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 322-329. 1 Tab, 6 Fig. AU - Hildebrand, S G AD - Oak Ridge National Lab. TN Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Environmental effects KW - Reservoirs KW - Dams KW - Reservoir releases KW - Flow control KW - Water level fluctuations KW - Land use KW - Water quality KW - Fish migration KW - Flow discharge KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19241549?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Potential+Environmental+Impacts+of+Hydroelectric+Development%3A+An+Overview&rft.au=Hildebrand%2C+S+G&rft.aulast=Hildebrand&rft.aufirst=S&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Hydroelectric Power AN - 19239838; 8106117 AB - The objective of the Second National Assessment was to identify and describe the Nation 's severe existing and emerging water resource problems. Water data were compiled for each of the Council 's 21 water resources regions and 106 subregions. The following critical problems were concluded to be of national interest: inadequate surface water supply; groundwater overdraft; pollution of surface water; pollution of groundwater; drinking water quality; flooding; erosion and sedimentation; dredging and spoil; wet soils drainage and wetlands; and degradation of bay, estuarine and coastal water. With ever-increasing offstream and instream demands being made on the Nation 's water resources, proposals for development of hydroelectric resources must recognize that competition for water supplies is a fact. Hydro projects can deplete water resources through evaporation, and changes in stream flow can impact on downstream water quality, fish and wildlife habitats, navigation, recreation, stream banks, diversion capacity, and groundwater storage. Hydroelectric power production is also sensitive to future changes in use by upstream users. These changes should be considered during project formulation and design of operational procedures. Underlying these various competing factors for water utilization are numerous institutional considerations for water resources management. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 202-225. 5 Fig, 10 Tab, 1 Ref. AU - Davenport, F S AD - Water Resources Council Washington, DC Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric power KW - Water resources development KW - Competing use KW - Habitats KW - Water use KW - Water pollution KW - Water quality KW - Groundwater KW - Instream flow KW - Water supply KW - Water pollution effects KW - SW 4070:Ecological impact of water development KW - SW 4040:Water demand UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19239838?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Hydroelectric+Power&rft.au=Davenport%2C+F+S&rft.aulast=Davenport&rft.aufirst=F&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Streamlined Licensing of Small-Scale Hydroelectric Projects in Massachusetts AN - 19239788; 8106118 AB - The streamlined licensing process for small scale hydroelectric development will remove some of the legal obstacles to low-head hydro development by simplifying state licensing requirements and by improving coordination between state and federal licensing requirements. In Massachusetts, the licensing of a small hydroelectric site can involve 19 different statutes administered by up to eight state agencies or departments. The key to the new licensing procedure is the designation of a lead agency, the Energy Facilities Siting Council (EFSC) to coordinate licensing. The new procedure will apply to all hydroelectric facilities under 100 MW. The EFSC will develop a standard application form that will include the information required by all individual permitting agencies. The developer need only complete it once, and copies will be sent to all agencies. All state agencies have 90 days in which to render a decision on their particular permit. The EFSC, as lead agency, will serve as the contact with the state for the Federal Energy Regulatory Commission. If an agency denies a permit, imposes a burdensome condition on the project, or fails to issue a decision within 90 days, the developer may appeal to the EFSC. The Siting Council may overrule the denial of a particular permit if the need for the energy supplies by the development outweighs its environmental impact. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fot Belvoir, Virginia, 1980, p 284-287. 3 Ref. AU - Dewees, RLJr Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Licensing KW - Legal aspects KW - Governmental interrelations KW - Interagency cooperation KW - Environmental effects KW - State jurisdiction KW - Low-head hydro development KW - SW 4060:Nonstructural alternatives KW - SW 4050:Water law and institutions UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19239788?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Streamlined+Licensing+of+Small-Scale+Hydroelectric+Projects+in+Massachusetts&rft.au=Dewees%2C+RLJr&rft.aulast=Dewees&rft.aufirst=RLJr&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Socio-Economic Aspects of TVA Hydropower AN - 19238849; 8106113 AB - The legislation which created the Tennessee Valley Authority (TVA) included provisions for the agency to enhance the economic and social well-being of the people of the region. This mission was to be accomplished through integrated resource development. TVA was specifically directed to provide a navigation channel to Knoxville, control the floodwaters of the Tennessee River, and generate electricity. The river system was also to be managed to achieve other benefits whenever feasible. Whenever rivers and streams are in flood stage or there is potential flooding, flood damage reduction has top priority in dam and reservoir operation. During periods of normal to low flows, hydroelectric power loads are distributed among hydroplants to make the most efficient use of available water. When reasonably consistent with primary objectives, water levels and streamflows are regulated to achieve selected social and economic objectives. Meeting these objectives often results in foregoing power benefits. These social and economic objectives include vector control, water supply, water quality, recreational use, and fish habitat enhancement. The addition of generating facilities to existing projects, uprating of existing hydroelectric generators and turbines, and the reassessment of existing projects may provide additional capacity plus social and economic benefits. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 111-114. AU - Davis, J L AD - Tennessee Valley Authority Knoxville Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric power KW - Economic aspects KW - Social aspects KW - Water resources development KW - Multipurpose reservoirs KW - Navigation KW - Flood control KW - Water quality KW - Fish KW - Habitats KW - Recreation KW - Tennessee Valley Authority KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19238849?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Socio-Economic+Aspects+of+TVA+Hydropower&rft.au=Davis%2C+J+L&rft.aulast=Davis&rft.aufirst=J&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Low-Head Hydroelectric Unit Fundamentals AN - 19238810; 8106119 AB - The development of thousands of existing low head dams is once again becoming economical as nonrenewable energy resources are rapidly increasing in cost. For almost two generations the development of low-head hydroelectric sites has been all but stopped, so that few people are familiar with the basic technology and background. Rules of thumb can provide a starting place for sizing equipment. It is known from experience that average rainfall information is directly related to the streamflow based on the drainage area at a particular site. This can provide a starting place for sizing the turbine on a preliminary basis. If there are existing structures, the sizing of an individual turbine may be determined by the width of an existing tailrace or the area of the tailrace outlet. Rules of thumb and simplified calculations help to provide a quick and economical estimate of a sites potential. With such information and a basic knowledge of equipment alternatives as well as approximate costs, an initial approximation of site feasibility may be developed. Factors to be considered in low-head development include: setting, open flume versus pressure case, intakes, draft tubes, impulse runners, reaction runners, distributors, and generators. The challenge facing developers of low-head hydroelectric sites is to find means to reduce project costs so that the lower-capacity and lower-head hydroelectric sites will be economical. A fundamental approach to lower-cost projects is standardization. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 291-321. 17 Fig. AU - Mayo, HAJr AD - Allis-Chalmers York, PA. Hydro Turbine Div Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Low head KW - Hydroelectric plants KW - Turbines KW - Economic feasibility KW - Dams KW - Stream discharge KW - Feasibility studies KW - Cost-benefit analysis KW - SW 6010:Structures KW - SW 6030:Hydraulic machinery UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19238810?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Low-Head+Hydroelectric+Unit+Fundamentals&rft.au=Mayo%2C+HAJr&rft.aulast=Mayo&rft.aufirst=HAJr&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Modernization of Hydroelectric Units AN - 19233674; 8106111 AB - There are many existing hydroelectric stations operating below their potential capability. The hydraulic units do not develop the maximum contribution to power systems they are serving. Their rated capacities may have been selected without allowances for changes that have occurred such as closer regulation of the river flow due to storage reservoirs, new plants located either upstream or downstream, changes in peaking capacity value, and possibly other factors which today are evaluated in a modern hydroplant study. Modern runner designs and turbine arrangements have been developed to permit additional ways of upgrading the performance of the older generating units. Abandoned hydrogenerating installations considered uneconomical for rehabilitation or modernization previously, are now being studied to utilize the available water resources. Recent studies of existing dams in Northeast indicate that 10 to 20% of existing dams deserve a more serious look towards modernization or installation of new hydrogenerating units. Several existing installations have been modernized and uprated in recent years. A review of a number of these installations provides an interesting documentation of improvement in the performance of the modern hydraulic turbines as compared to the original unit. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 83-96. 6 Fig, 2 Tab, 1 Ref. AU - Wachter, G F AD - Allis-Chalmers Corp. York, PA. Hydro-Turbine Div Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Turbines KW - Economic feasibility KW - Dams KW - Electrical equipment KW - Water resources development KW - River flow KW - Reservoirs KW - Peaking capacity KW - Performance evaluation KW - Performance upgrading KW - SW 4020:Evaluation process KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19233674?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Modernization+of+Hydroelectric+Units&rft.au=Wachter%2C+G+F&rft.aulast=Wachter&rft.aufirst=G&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Underground Pumped Storage AN - 19231950; 8106110 AB - Because of the economic and environmental problems associated with conventional pumped storage, consideration has been given to the possibility of underground pumped storage. Instead of having both reservoirs located at the surface, the upper reservoir is at ground level and the lower reservoir is located in a cavern at some depth below ground level to allow generation and pumping utilizing the head between the two reservoirs. This leaves only one reservoir on the surface, but requires the excavation of a cavern of a fairly significant size at some depth below the ground surface. Single-stage reversible pump-turbine units limit head to the neighborhood of 2,000 ft. An alternative concept is to develop a total head of 4,000 ft by providing an intermediate power plant to operate at 2,000 ft and another plant to operate at a depth of 2,000 ft under that. The possibility does exist of the development of the full head in one step without the intermediate power plant. The feasibility of the use of multi-stage reversible pump turbines is being examined in this regard. These multiple-stage pumps can be operated in the reverse direction at remarkably high efficiencies to allow efficient operation at heads in the region of about 3,000 ft. The lower reservoir for these undeground pumped storage project will consist essentially of a series of parallel large tunnels. The lower reservoir tunnel currently being examined is 60 ft wide, 85 ft high: 20,000 ft length of tunnel will be needed in order to provide about 10,000 megawatt hours of storage at 5,000 ft. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980. p 73-82, 6 Fig, 2 Tab. AU - Willett, D C AD - Acres American, Inc , Buffalo, NY Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Pumped storage KW - Hydroelectric plants KW - Feasibility studies KW - Underground storage KW - Reservoirs KW - Pump turbines KW - Economic aspects KW - Turbines KW - Tunnels KW - Caverns KW - SW 4020:Evaluation process KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19231950?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Underground+Pumped+Storage&rft.au=Willett%2C+D+C&rft.aulast=Willett&rft.aufirst=D&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Water Quality Problems: Permitting Discharges from Hydroelectric Dams Under the Clean Water Act AN - 19226493; 8106116 AB - The National Wildlife Federation and other plaintiffs have sued the Corps of Engineers and the Environmental Protection Agency in an attempt to enjoin construction of the Russell Dam on the Savannah River. The plaintiffs have alleged that the Corps is in violation of the Federal Water Pollution Control Act Amendments of 1972 because it has not obtained a Section 402 permit. When water in a free-flowing stream is impounded in a large storage reservoir, such as occurs after construction of a hydroelectric dam, changes often result in the quality of the water. Two of the most widely recognized problems are a decrease in oxygen and a significant increase in the concentrations of metallic compounds in the lower levels of the lake. The subsequent discharge of this oxygen-deficient water containing high concentrations of such elements as iron, manganese, and mercury will not only degrade the quality of water below the impoundment but can also destroy downstream fisheries. The Clean Water Act provides that, except as in compliance with the permit requirements under Section 402, the discharge of any pollutant to navigable waters from any point source is illegal. In those cases where the discharge from hydroelectric dams will be oxygen deficient, contain increased concentrations of metallic substances, or other pollutants, a Section 402 permit should be required. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980, p 177-186. 18 Ref. AU - Nowak, G P AD - Arnold and Porter Washington, DC Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Environmental effects KW - Hydroelectric plants KW - Legal aspects KW - Reservoir releases KW - Dam effects KW - Permits KW - Water quality KW - Dissolved oxygen KW - Water pollution control KW - Trace elements KW - SW 3030:Effects of pollution KW - SW 4050:Water law and institutions UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226493?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Water+Quality+Problems%3A+Permitting+Discharges+from+Hydroelectric+Dams+Under+the+Clean+Water+Act&rft.au=Nowak%2C+G+P&rft.aulast=Nowak&rft.aufirst=G&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Hydropower Studies in New England AN - 19223818; 8106107 AB - Of the more than 2800 existing dams without power facilities identified in New England, more than 2,000 are less than 20 ft high and would probably not be economic to develop. Based on a series of studies to investigate hydroelectric potential in the New England region as a whole and also specifically in the States of Vermont, Massachusetts and Maine, a methodology has been developed for a reasonably rapid and yet reliable selection and ranking of preferred sites. A four-step procedure is followed. Following preparation of an inventory of sites, the first step is an initial screening process to eliminate sites at which there is an obvious environmental, institutional or economic impediment to development. The second step involves a further screening on the basis of preliminary considerations of costs and power and energy benefits within previously determined guidelines. The third step consists of classification and ranking of the remaining sites to be followed by selection of an optimum development program in step four. Conceptual cost estimates for screening purposes are regarded as comparative rather than absolute. Costs are based on specific site features such as dam length and height, type of intake, water passage and diversion facilities envisaged, plat capacity for the selected heat and flow, mechanical and electrical equipment, and the requirements for additional potentially expensive features such as fish ladders. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980. p 38-50, 4 Fig, 4 Tab, 5 Ref. AU - Lawrence, J D AD - Acres American, Inc , Buffalo, NY Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Dams KW - Feasibility studies KW - New England KW - Cost-benefit analysis KW - Economic feasibility KW - Site selection KW - Water resources development KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19223818?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Hydropower+Studies+in+New+England&rft.au=Lawrence%2C+J+D&rft.aulast=Lawrence&rft.aufirst=J&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Development of Hydroelectric Potential AN - 19223740; 8106109 AB - The planning process for small hydroelectric projects at Niagara Mohawk Power Corporation, New York, includes the evaluation of alternatives for general expansion, river basin studies, a program to develop hydro, a systematic method for developing specific sites within the program, and the ability to add or delete projects from the program. In order to have a small hydro site be of value in a large system, it must be coupled with an overall generation expansion plan. The approach used was to develop a substantial block of hydro power, say 200 megawatts or more. This block of capacity could then be traded off with the alternative methods. River basin hydro studies have provided an indicator for future hydroelectric development possibilities. These are relatively inexpensive undertakings providing an overall look at river system development, power possibilities under today 's conditions, and conceptual costs of developing selected sites. Preliminary feasibility studies were used to verify costs in the river basin studies. Evaluation indicated that there was a slight economic advantage in pursuing a generation expansion program including small hydroelectric development. Since the information used in developing the program was conceptual in nature, it was necessary to develop a four step program to develop each site, consisting of feasibility, licensing, design, and construction. Aside from the planning process it is necessary during the feasibility and licensing phases to give due consideration to not only the economics but several other factors, such as land use, historic perservation, recreation, endangered species, fishery potential, water quality, and the regulatory process. (Moore-SRC) JF - Hydropower: A National Energy Resource, Proceedings, Easton, Maryland March 11-16, 1979. Institute for Water Resources, Army Corps of Engineers, Fort Belvoir, Virginia, 1980. p 67-72. AU - Bristol AD - Niagara Mohawk Power Corp. Syracuse, NY Y1 - 1980/03// PY - 1980 DA - Mar 1980 KW - Water Resources Abstracts KW - Hydroelectric plants KW - Feasibility studies KW - Cost-benefit analysis KW - New York KW - Hydroelectric power KW - Economic feasibility KW - Licensing KW - Environmental effects KW - Water resources development KW - River basin development KW - Niagara Mohawk Power Corporation KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19223740?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Development+of+Hydroelectric+Potential&rft.au=Bristol&rft.aulast=Bristol&rft.aufirst=&rft.date=1980-03-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Transport of dredged sediment placed in the nearshore zone; Currituck sand-bypass study (phase 1) AN - 51912061; 1980-054568 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Schwartz, R K AU - Musialowski, F R Y1 - 1980/02// PY - 1980 DA - February 1980 SP - 52 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 80-1 SN - 0271-499X, 0271-499X KW - United States KW - Onslow County North Carolina KW - New River Inlet KW - offshore KW - data KW - shorelines KW - Gulf Coastal Plain KW - engineering geology KW - dredging KW - beaches KW - Currituck KW - North Carolina KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51912061?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Schwartz%2C+R+K%3BMusialowski%2C+F+R&rft.aulast=Schwartz&rft.aufirst=R&rft.date=1980-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Transport+of+dredged+sediment+placed+in+the+nearshore+zone%3B+Currituck+sand-bypass+study+%28phase+1%29&rft.title=Transport+of+dredged+sediment+placed+in+the+nearshore+zone%3B+Currituck+sand-bypass+study+%28phase+1%29&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 47 N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; Currituck; data; dredging; engineering geology; Gulf Coastal Plain; New River Inlet; North Carolina; offshore; Onslow County North Carolina; shorelines; United States ER - TY - RPRT T1 - Adoption of Flood Flow Frequency Estimates at Ungaged Locations AN - 19459540; 7891175 AB - The purpose of this paper was to present the concept of adopting flood flow frequency relationships at ungaged locations based on all the available information. This method essentially compares the flood flow frequency results of various procedures and adopts a function which may constitute the results of one procedure or may be a constructed function which in its entirety is none of those analytically or otherwise determined. The emphasis was placed on the need of the professional performing the analysis to understand available procedures, study considerations which affect the analysis and utilization of field reconnaissance information, all of which influence the evaluation process and subsequent reliability of the results. An appendix was included which described in detail selected categories of procedures commonly used in analysis of flood flow frequency relationships for ungaged locations. The appendix included descriptions of the methodologies involved in using the individual procedures and listed the primary advantages and limitations of each. The use of the adopted frequency curve concept provides insight as to the variability and reliability of the results, places proper emphasis on the end product, the frequency curve, and generally results in better flood flow frequency estimates. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Burnham, M W Y1 - 1980/02// PY - 1980 DA - February 1980 SP - 56 KW - Water Resources Abstracts; Meteorological & Geoastrophysical Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Flood Flow KW - Evaluation KW - Variability KW - Training KW - Flood flow KW - Floods KW - Flood variability KW - Experts KW - Q2 09161:General KW - SW 6010:Structures KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459540?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Burnham%2C+M+W&rft.aulast=Burnham&rft.aufirst=M&rft.date=1980-02-01&rft.volume=&rft.issue=&rft.spage=56&rft.isbn=&rft.btitle=Adoption+of+Flood+Flow+Frequency+Estimates+at+Ungaged+Locations&rft.title=Adoption+of+Flood+Flow+Frequency+Estimates+at+Ungaged+Locations&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1979: pt. 1, Waterways and harbors, Atlantic coast AN - 59234620; 1982-1503807 JF - Division Engineer, U.S. Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154, 1980. ix+195 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - ix+195 PB - Division Engineer, U.S. Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154 KW - Shipping -- United States -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59234620?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=ix%2B195&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1979%3A+pt.+1%2C+Waterways+and+harbors%2C+Atlantic+coast&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1979%3A+pt.+1%2C+Waterways+and+harbors%2C+Atlantic+coast&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Division Engineer, U.S. Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154 pa $2.75 N1 - Document feature - table(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1979: pt. 5, National summaries AN - 59219278; 1982-1102706 JF - U.S. Army Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154, 1980. x+110 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - x+110 PB - U.S. Army Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154 KW - Shipping -- United States -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59219278?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=x%2B110&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1979%3A+pt.+5%2C+National+summaries&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1979%3A+pt.+5%2C+National+summaries&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - U.S. Army Engineer Division, New England, 424 Trapelo Rd., Waltham, MA 02154 pa $2 N1 - Document feature - table(s), map(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Transportation lines on the Great Lakes system, 1980 T2 - Transportation Ser. 3 AN - 59211308; 1982-0403068 AB - Compiled in the Waterborne Commerce Statistics Center, New Orleans. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 61280, New Orleans, LA 70160, 1980. xi+28 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - xi+28 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 61280, New Orleans, LA 70160 KW - Great Lakes region KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59211308?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=xi%2B28&rft.isbn=&rft.btitle=Transportation+lines+on+the+Great+Lakes+system%2C+1980&rft.title=Transportation+lines+on+the+Great+Lakes+system%2C+1980&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 61280, New Orleans, LA 70160 $1 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Transportation lines on the Mississippi River System and the Gulf Intracoastal Waterway, 1979 T2 - Transportation Ser. 4 AN - 59189271; 1981-1903966 AB - Compiled in the Waterborne Commerce Statistics Center, New Orleans. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1980. xli+327 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - xli+327 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59189271?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=xli%2B327&rft.isbn=&rft.btitle=Transportation+lines+on+the+Mississippi+River+System+and+the+Gulf+Intracoastal+Waterway%2C+1979&rft.title=Transportation+lines+on+the+Mississippi+River+System+and+the+Gulf+Intracoastal+Waterway%2C+1979&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pa $2.25 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Port Arthur, Beaumont, and Orange, Texas T2 - Port Ser. no. 22 AN - 59180069; 1981-1702047 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1980. vi+134+ pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+134+ PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- United States KW - Texas -- Transportation sector UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59180069?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B134%2B&rft.isbn=&rft.btitle=The+ports+of+Port+Arthur%2C+Beaumont%2C+and+Orange%2C+Texas&rft.title=The+ports+of+Port+Arthur%2C+Beaumont%2C+and+Orange%2C+Texas&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $6.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - rev+3 maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - United States ports on Lake Erie: Erie PA, Conneaut, Ashtabula, Fairport Harbor, Lorain, Huron, Sandusky, Ohio T2 - Port Ser. no. 2, Rev. 1980 AN - 59176406; 1981-1603946 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1980. vi+126+2 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+126+2 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Lake Erie KW - Ohio -- Transportation sector KW - United States -- Transportation sector KW - Ports -- Great Lakes KW - Pennsylvania -- Transportation sector UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59176406?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B126%2B2&rft.isbn=&rft.btitle=United+States+ports+on+Lake+Erie%3A+Erie+PA%2C+Conneaut%2C+Ashtabula%2C+Fairport+Harbor%2C+Lorain%2C+Huron%2C+Sandusky%2C+Ohio&rft.title=United+States+ports+on+Lake+Erie%3A+Erie+PA%2C+Conneaut%2C+Ashtabula%2C+Fairport+Harbor%2C+Lorain%2C+Huron%2C+Sandusky%2C+Ohio&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $6.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Charleston and Georgetown, SC T2 - Port Ser. no. 13, Rev. 1980 AN - 59168054; 1981-1603958 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1980. vi+72+2 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+72+2 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- South Carolina UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59168054?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B72%2B2&rft.isbn=&rft.btitle=The+ports+of+Charleston+and+Georgetown%2C+SC&rft.title=The+ports+of+Charleston+and+Georgetown%2C+SC&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $5.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The ports of Wilmington and Morehead City, NC T2 - Port Ser. no. 12 (rev. 1980) AN - 59167455; 1981-1301338 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1980. vi+70+2 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+70+2 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- North Carolina UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59167455?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B70%2B2&rft.isbn=&rft.btitle=The+ports+of+Wilmington+and+Morehead+City%2C+NC&rft.title=The+ports+of+Wilmington+and+Morehead+City%2C+NC&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $6 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1978: pt. 3, Waterways and harbors: Great Lakes AN - 59163501; 1981-0503335 JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1980. xiii+94 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - xiii+94 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Great Lakes region KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59163501?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=xiii%2B94&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+3%2C+Waterways+and+harbors%3A+Great+Lakes&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+3%2C+Waterways+and+harbors%3A+Great+Lakes&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pa $3.25 N1 - Document feature - table(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - The port of Houston, Texas T2 - Port Ser. no. 24, rev. 1980 AN - 59150920; 1981-0203240 JF - Kingman Bldg., Fort Belvoir, VA 22060, 1980. vi+146+2 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+146+2 PB - Kingman Bldg., Fort Belvoir, VA 22060 KW - Ports -- Houston, Texas UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59150920?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B146%2B2&rft.isbn=&rft.btitle=The+port+of+Houston%2C+Texas&rft.title=The+port+of+Houston%2C+Texas&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Kingman Bldg., Fort Belvoir, VA 22060 pa $6.50 N1 - Document feature - il(s), table(s), map(s) N1 - SuppNotes - maps in pocket N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Hydropower: a national energy resource; 1979 Engineering foundation conference, March 11-16, 1979, Easton, Maryland AN - 59111878; 1980-1503651 JF - Supt Docs, 1980. vi+364 pp. Y1 - 1980///0, PY - 1980 DA - 0, 1980 EP - vi+364 PB - Supt Docs KW - Power resources -- United States KW - Hydroelectric power UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59111878?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=vi%2B364&rft.isbn=&rft.btitle=Hydropower%3A+a+national+energy+resource%3B+1979+Engineering+foundation+conference%2C+March+11-16%2C+1979%2C+Easton%2C+Maryland&rft.title=Hydropower%3A+a+national+energy+resource%3B+1979+Engineering+foundation+conference%2C+March+11-16%2C+1979%2C+Easton%2C+Maryland&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Supt Docs pa $6.50 N1 - Document feature - bibl(s), il(s), table(s), diag(s), chart(s), map(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Northfield Mountain Water Supply Project survey report AN - 51869910; 1981-020028 JF - Northfield Mountain Water Supply Project survey report Y1 - 1980 PY - 1980 DA - 1980 SP - 1711 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Massachusetts KW - Franklin County Massachusetts KW - legislation KW - impact statements KW - environmental geology KW - policy KW - effects KW - Northfield Mountain KW - management KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51869910?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Northfield+Mountain+Water+Supply+Project+survey+report&rft.title=Northfield+Mountain+Water+Supply+Project+survey+report&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables N1 - SuppNotes - In two volumes; House Document No. 96-285, Ninety-sixth congress, second session N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Millers River water supply project; survey report; Volumes 1 and 2 AN - 51788178; 1982-002540 JF - Millers River water supply project; survey report; Volumes 1 and 2 Y1 - 1980 PY - 1980 DA - 1980 SP - 1856 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - programs KW - Hampshire County Massachusetts KW - legislation KW - impact statements KW - Millers River KW - Massachusetts KW - Franklin County Massachusetts KW - New England KW - environmental geology KW - policy KW - water resources KW - Worcester County Massachusetts KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51788178?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Millers+River+water+supply+project%3B+survey+report%3B+Volumes+1+and+2&rft.title=Millers+River+water+supply+project%3B+survey+report%3B+Volumes+1+and+2&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables N1 - SuppNotes - Ninety-sixth congress, second session, House Document No. 96-284 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water Quality Evaluation AN - 20292882; 7371784 AB - A seminar on Water Quality Evaluation was held on 22 - 24 January 1980 in Tampa, Florida. The purpose of the seminar was to provide a forum for Corps of Engineers personnel who are routinely involved in water quality evaluation. Topics addressed during the seminar include Corps policy, monitoring network design, oxygenation, and thermal and turbidity studies. Other topics included site preparation, dredge material disposal, and gas transfer characteristics of hydraulic studies. JF - Proceedings of a Seminar on Water Quality Evaluation. [np]. 22-24 Jan 1980. AU - Anonymous Y1 - 1980/01// PY - 1980 DA - January 1980 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; Water Resources Abstracts KW - SP-12 KW - Gas exchange KW - water quality KW - Hydraulics KW - Pollution monitoring KW - Policies KW - USA, Florida, Tampa KW - Water Quality KW - Oxygenation KW - Network Design KW - Water quality KW - Dredges KW - Evaluation KW - Personnel KW - Monitoring KW - Turbidity KW - SW 5010:Network design KW - P 2000:FRESHWATER POLLUTION KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20292882?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+Quality+Evaluation&rft.title=Water+Quality+Evaluation&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - BOOK T1 - Environmental aspects of reservoir releases AN - 20264396; 7371771 AB - When a reservoir is proposed on a major stream in the Southeastern United States, the environmental effects of the proposed hydrologic modification are coming under greater scrutiny because of concerns which have developed at existing impoundments. In addition to the obvious environmental impacts associated with reservoirs such as inundating wildlife habitat and forrested areas, considerable concern is being expressed for the more subtle downstream impacts. The current development and implementation of Statewide water quality management plans will place a greater emphasis on non-point sources. It is envisioned that greater emphasis will be placed on the environmental aspects of existing and proposed hydrologic modifications. The primary purpose of this paper is to discuss the environmental concerns as related to the releases from Corps of Engineers' reservoirs in the Southeastern United States. JF - Proceedings of a Seminar on Water Quality Evaluation AU - Strain, G M Y1 - 1980/01// PY - 1980 DA - January 1980 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - ASFA 3: Aquatic Pollution & Environmental Quality; Pollution Abstracts; Water Resources Abstracts KW - SP-12 KW - Environmental Effects KW - water quality KW - Water reservoirs KW - USA, Southeast KW - environmental perception KW - Water quality KW - Streams KW - Environmental factors KW - Evaluation KW - Water Quality Management KW - Environmental effects KW - Downstream KW - Reservoirs KW - management plans KW - Wildlife KW - Water Quality KW - Nonpoint Pollution Sources KW - Environmental impact KW - Reservoir Releases KW - Nonpoint pollution KW - Habitat KW - Impoundments KW - downstream KW - Environment management KW - P 2000:FRESHWATER POLLUTION KW - SW 3020:Sources and fate of pollution KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/20264396?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Strain%2C+G+M&rft.aulast=Strain&rft.aufirst=G&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Environmental+aspects+of+reservoir+releases&rft.title=Environmental+aspects+of+reservoir+releases&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-05-01 N1 - Last updated - 2016-12-21 ER - TY - RPRT T1 - Critical Water Surface by Minimum Specific Energy Using the Parabolic Method AN - 19450907; 7399349 AB - A method for determining critical depth for a cross section of any shape is presented. The method is incorporated in the U.S. Army Corps of Engineers, Hydrologic Engineering Center's Water Surface Profile Computer Program (HEC-2). The method proposed determines the minimum specific energy by using a parabolic interpolation. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S Y1 - 1980/01// PY - 1980 DA - January 1980 SP - 22 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Shape KW - Computer programs KW - USA KW - Engineering KW - Computer Programs KW - Critical Depth KW - Energy KW - Water Surface Profiles KW - Q2 09162:Methods and instruments KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19450907?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S&rft.aulast=Eichert&rft.aufirst=B&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Critical+Water+Surface+by+Minimum+Specific+Energy+Using+the+Parabolic+Method&rft.title=Critical+Water+Surface+by+Minimum+Specific+Energy+Using+the+Parabolic+Method&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Systematic Design of Inland Water Quality Networks: Strategies for the Corps of Engineers AN - 19231405; 8103644 AB - The design of water quality monitoring networks has traditionally been a subjective process. Decisions as to the number of stations in a network, station locations, sampling frequencies and parameter coverage are based primarily on the judgement of the individual designers, but interest has developed in more rational criteria for the systematic design of water quality monitoring networks. Before designing a system, it is essential to attempt to define the desired objectives. A monitoring system matrix can be helpful in allocating resources and in establishing a monitoring strategy appropriate to specific purposes. For the selection of monitoring stations, a centroid technique can be used to systematically subdivide river networks into portions which are relatively equally weighted in terms of any chosen criteria. However, the traditional monitoring locations may generate more meaningful information than the centroid technique. Sampling frequency depends on the size of the watershed, the flow rate, and the purpose of the water quality monitoring effort. Parameter selection is perhaps more difficult to generalize upon than any other aspect of monitoring network design. Usually the choices that must be made are self-evident or site specific. Most chemicals in aqueous solution tend to occur in aggregate groups, which makes it possible to facilitate water quality reconnaissance and to refine sampling schedules by using indicator parameters. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 5. 14 p, 7 Fig, 1 Ref. AU - Koryak, M AD - Army Engineer Div. North Pacific Portland, OR Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Water quality KW - Network design KW - Sampling KW - Monitoring KW - Rivers KW - Watersheds KW - Flow rate KW - Indicators KW - Water pollution KW - Site selection KW - SW 5010:Network design UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19231405?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Systematic+Design+of+Inland+Water+Quality+Networks%3A+Strategies+for+the+Corps+of+Engineers&rft.au=Koryak%2C+M&rft.aulast=Koryak&rft.aufirst=M&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Kissimmee River Study AN - 19226935; 8103651 AB - The Kissimmee River Basin drainage area is 3,013 square miles in south central Florida and is adjoined on the east by the Taylor Creek-Nubbin Slough Basin which is about 200 square miles in size. Both of these basins are tributary to Lake Okeechobee. The main emphasis of projects in this area has shifted, over the years, from drainage and channelization for flood control to water quality and environmental considerations. During the first stage of the Kissimmee River Study, considerable importance was placed on public involvement. The initial public involvement has resulted in the preparation of a comprehensive list of public concerns: stabilized water levels; loss of wetlands; loss of fish and wildlife resources; degraded water quality; flood damage potential; loss of recreational and esthetic values; potential inadequate water supply; and potential loss of navigation capabilities. In order to accurately assess the impacts of each alternative proposed, spatial analysis methodology will be used for data management. This will enable the comparison of environmental, economic, and hydraulic consequences for each alternative. The ongoing environmental studies also include water quality analysis efforts. The Kissimmee River study offers an excellent opportunity for innovative and new planning techniques especially for environmental enchancement. Selection of a recommended plan will be based on subjective as well as objective comparison of intangible environmental considerations and economic considerations. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 12. 6 p. AU - Dryden, J AD - Army Engineer District Jacksonville, FL Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Flood control KW - Water quality KW - Environmental effects KW - Kissimmee River basin KW - Wetlands KW - Wildlife KW - Recreation KW - Economic aspects KW - Channelization KW - Social aspects KW - Public participation KW - Drainage KW - Navigation KW - Resources management KW - Florida KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226935?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Kissimmee+River+Study&rft.au=Dryden%2C+J&rft.aulast=Dryden&rft.aufirst=J&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Lost Creek Lake Turbidity Study Evaluation AN - 19226613; 8103649 AB - Lost Creek Lake is a Portland District impoundment located in the southern part of Oregon on the Rogue River. Lost Creek is the first project in the district with multilevel withdrawal capability. Water can be withdrawn from 5 levels within the impoundment. Water quality studies have been ongoing through the pre-impoundment closure and post-impoundment periods, at the reservoir. The most significant stream turbidity measured in the upper Rogue River since the completion of Lost Creek Lake occurred during the first year of closure, when two storms occurred during the winter. Both storms produced inflow turbidity levels of approximately 60 Jackson Turbidity Units (JTU). During the eight months previous to the first storm, the turbidity level in the reservoir was generally less than 2 JTU. Following the first storm, the low level withdrawal capability was not used. The turbidity stratification near the dam ranged from less than 5 JTU near the surface to 60 JTU at the reservoir bottom. Following the second storm, the low level withdrawal outlet was used, reducing turbidity stratification at the reservoir bottom to between 10 and 20 JTU. It took approximately one month to reduce the turbidity level to less than 5 JTU throughout most of the water column. These preliminary results indicate that multilevel withdrawal at dams can make great strides in protecting the natural resources of rivers. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 10. 4 p, 1 Ref. AU - Cassidy, R A AD - Army Engineer District Portland, OR Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Selective withdrawal KW - Reservoir operation KW - Turbidity KW - Reservoir releases KW - Lost Creek Lake KW - Water pollution KW - Storm runoff KW - Water quality KW - Sediment load KW - Oregon KW - SW 0850:Lakes KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226613?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Lost+Creek+Lake+Turbidity+Study+Evaluation&rft.au=Cassidy%2C+R+A&rft.aulast=Cassidy&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Riverine Case Study - Columbia River AN - 19226575; 8103655 AB - A concept of placing Columbia River dredged material in water near the channel has been developed with the idea there would be less adverse impact on uplands, wetlands and aquatic life forms and the associated fisheries. Flow-lane disposal or flow-lane dispersion are the terms used to refer to this concept. In general, flow-lane disposal has been limited to the same bar or reach of river and depths of water. Disposal into 20 to 40 ft of water is of utmost importance, because of adverse biological impacts in shallower depths, and excessive erosion in depths greater than 40 ft. Flow-lane disposal was found to be environmentally sound for clean dredge materials. Placement of dredged materials into strategically selected flow-lane disposal areas can prevent erosion to banklines, islands, and the river bed itself. Flow-lane disposal could produce material for temporary submerged groins. The effectiveness of submerged groins in providing increased water depth, although temporary, without the normally required dredging and disposal operation may someday prove exciting both as a means of reducing channel maintenance costs and lessening environmental concerns associated with dredging operations. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 19. 11 p, 9 Ref. AU - Hopman, R J AD - Army Engineer Div. North Pacific Portland, OR Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Channel improvement KW - Dredging KW - Waste disposal KW - Flow-lane disposal KW - Columbia River KW - Rivers KW - Erosion control KW - Groins KW - Environmental effects KW - SW 2010:Control of water on the surface UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226575?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Riverine+Case+Study+-+Columbia+River&rft.au=Hopman%2C+R+J&rft.aulast=Hopman&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Section 404(B) Testing AN - 19226521; 8103642 AB - Section 404(b) (1) of the Clean Water Act of 1977 directs the Administrator of EPA in Conjuction with the Secretary of the Army to develop guidelines governing the specification of sites for the discharge of dredged and fill material. A testing package was developed to give clear and unequivocal guidance on the appropriate test or tests needed to characterize the material to be discharged; which test to start with; under which situations additional tests are necessary; and when enough tests had been run. Discharges are categorized by the type of operation and the level of contamination in the dredged material and at the discharge site. The heart of this scheme is the precategorization evaluation. It is the first step in the process and is the mechanism by which the discharge is placed into the proper category. During this evaluation the contaminants of concern that may be present in the dredged material are identified. The five categories for dredged material are: discharge without potential for environmental contamination; open water discharge with level of contamination similar to the discharge site; contained or confined discharges; open water discharges with potential for harm to the benthic environment; and discharges with potential for harm in the water column. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 3. 14 p, 5 Fig. AU - Pierce, R AD - Army Engineer Div. North Atlantic New York Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Dredging KW - Testing procedures KW - Pollution prevention KW - Site selection KW - Spoil disposal KW - Water pollution KW - Standards KW - Pollutant identification KW - Spoil banks KW - Ocean dumping KW - Benthic environment KW - SW 3070:Water quality control KW - SW 3020:Sources and fate of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226521?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Section+404%28B%29+Testing&rft.au=Pierce%2C+R&rft.aulast=Pierce&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Lake Pontchartrain Water Quality Studies AN - 19226482; 8103648 AB - In the planning, development and operation of Corps of Engineers projects in Lake Pontchartrain, Louisiana, the acquisition and processing of water quality data are essential to quantify existing conditions, forecast future trends and project changes that may come about as a result of the implementation of flood control and navigation projects. The water quality monitoring networks in Lake Pontchartrain have been successful in accomplishing the objectives for which they were designed. The data collected by the baseline monitoring network have resulted in a documented assessment of background water quality conditions in the lake. Periodic review of these data has resulted in improvements to the network by relocating stations that do not show significant variations in water quality to more dynamic locations. In addition, the frequency of water sample collection has been reduced from two to one sample per month as the data collected indicated that the reduction in sampling frequency was justified. The water quality monitoring program in Lake Pontchartrain has shown that frequent data review is essential to the maintenance of an adequate and cost effective water quality sampling network. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 9. 6 p. AU - Grimwood, C AU - Thibodeaux, B J AD - Tulane Univ. New Orleans, LA Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Water quality KW - Network design KW - Monitoring KW - Lake Pontchartrain KW - Baseline studies KW - Estuarine environment KW - Water sampling KW - Cost analysis KW - Flood control KW - Navigation KW - Louisiana KW - SW 5010:Network design KW - SW 4070:Ecological impact of water development UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19226482?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Lake+Pontchartrain+Water+Quality+Studies&rft.au=Grimwood%2C+C%3BThibodeaux%2C+B+J&rft.aulast=Grimwood&rft.aufirst=C&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Coastal Sampling Program Design AN - 19222192; 8103645 AB - The procedures for designing a water quality survey in coastal areas consist of the following steps: define the objectives; collect background data; prepare preliminary plans; conduct field reconnaissance; and prepare the final plan. There are some special concerns in sampling program design for coastal areas. One of these is tides, which may interfere with station access, force rivers to flow upstream, and make navigation treacherous. Seawater can interfere with standard tests, and corrosion is always important in coastal areas. Strong coastal storms can make sampling impossible. It is also necessary to be aware of seasonal occurrence or passage of biological species involved in the sampling effort. A conscientious effort, following these five steps and being aware of special concerns or precautions for the coastal areas, can result in an excellent program that will provide meaningful data within a cost effective framework. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 6. 7 p. AU - Jackson, R AD - Army Engineer District Wilmington, NC Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Coasts KW - Estuaries KW - Water quality KW - Sampling KW - Network design KW - Baseline studies KW - Monitoring KW - Planning KW - Surveys KW - Coastal areas KW - SW 5040:Data acquisition UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19222192?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Coastal+Sampling+Program+Design&rft.au=Jackson%2C+R&rft.aulast=Jackson&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Prototype Study: Oxygen Injection System AN - 19218968; 8103646 AB - The lakes of multipurpose hydroelectric projects on the Savannah River, like most deepwater bodies, undergo stratification. In all of these projects the turbine intakes are located far below the surface in the hypolimnion, so that during the summer the waters released have progressively reduced oxygen levels. In order to meet state water quality standards in releases from Clark Hill Dam, 7,500 tons of oxygen would have to be supplied seasonally to maintain a dissolved oxygen level of 6 ppm. Field tests were conducted at Clark Hill Lake using an oxygen injection system. Continuous oxygen injection through porous diffusers into the lake at a point several days travel time upstream of the dam is considered the most feasible alternative. Oxygen loading rates of 250 and 500 pounds per sq ft were found to be optimal. A linear configuation of diffusers is effective in decreasing excessive pumping of oxygenated water. The most effective plume deflector was a 1 inch diameter PVC pipe grid with 1/2 inch clear spacing. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 7. 7 p, 7 Ref. AU - Miller, R C AU - Gallagher, J W AD - Army Engineer District Savannah, GA Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Dissolved oxygen KW - Hypolimnion KW - Reservoir releases KW - Oxygenation KW - Savannah River KW - Water quality KW - Thermal stratification KW - Reservoir operation KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19218968?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Prototype+Study%3A+Oxygen+Injection+System&rft.au=Miller%2C+R+C%3BGallagher%2C+J+W&rft.aulast=Miller&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - A Critique of Bioassays Used in Evaluating Water-Quality Impacts of Corps Activities AN - 19218915; 8103657 AB - The primary uses of biassays in the Army Corps of Engineers at present are for algal evaluations in reservoirs, and toxicity tests of dredged material. Algae are structurally simplified aquatic plants, which can markedly affect water quality through their significant interactions with other components of the aquatic ecosystem. Bioassays have been used in an effort to determine the phytoplankton limiting nutrient in a water body so that the potential effects of changes in a particular constituent can be evaluated. Algal bioassays can measure changes in any of several parameters, the most frequently utilized of which are biomass, chlorophyll a, respiration and carbon-14 fixation. Dredged material bioassays cannot be considered precise predictors of environmental effects, but must be regarded as quantitative estimators of those effects, making interpretation somewhat subjective. In order to avoid adding more uncertainty to their interpretation, the animal bioassays currently used generally utilize mortality as an end point. Most dredged material is considered to be relatively unlikely to cause unacceptable adverse impacts in the water column, so emphasis is placed on the deposited sediment. A benthic bioassay can aid in assessing the potential environmental impact of the solid phase of dredged material and acts as an indirect indicator of chemical toxicity of the sediment. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 21. 8 p, 12 Ref. AU - Peddicord, R K AD - Army Engineer Waterways Experiment Station Vicksburg, MS. Environmental Lab Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Bioassay KW - Water quality KW - Algae KW - Sediments KW - Dredging KW - Water pollution KW - Toxicity KW - Mortality KW - Environmental effects KW - Nutrients KW - Indicators KW - Aquatic animals KW - SW 3010:Identification of pollutants UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19218915?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=A+Critique+of+Bioassays+Used+in+Evaluating+Water-Quality+Impacts+of+Corps+Activities&rft.au=Peddicord%2C+R+K&rft.aulast=Peddicord&rft.aufirst=R&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Synopsis of WES EWQOS Investigations to Improve Water Quality by Gas Transfer Techniques Both in the Reservoir and in the Release AN - 19218872; 8103658 AB - During late spring and summer, density stratification may result in the reduction or depletion of dissolved oxygen in the hypolimnion, leading to anaerobic conditions. This not only results in poor water quality in the lower region of the reservoir; it also impacts downstream water quality if hypolimnetic releases are required for flood control or to meet cold water temperature objectives. Several techniques to enhance the water quality by gas transfer techniques both in the reservoir and in the downstream release are being investigated, including oxygenation and pneumatic destratification. As demonstrated at Clark Hill, efficient oxygen injection schemes can be used to increase the dissolved oxygen in the hypolimnion without significantly disturbing stratification. Field results indicate that line injection systems are more effective than rectangular arrays of rack mounted diffusers. Pneumatic destratification can also be used to increase the DO in the reservoir; however, some degree of nitrogen supersaturation with respect to the surface is likely to occur. It may necessitate the use of outlet works which degas the release. In some cases, pneumatic destratification will not be a viable alternative as a result of the inherent increase in water temperature. The released water quality can be improved by employing hydraulic structures which aerate the flow and increase the DO without significantly increasing the dissolved nitrogen concentrations. Techniques have been developed to assist in designing environmentally effective hydraulic structures. The approach utilizes a coupling of hydraulic modeling, flow visualization and radioactive tracer techniques to determine the relative effectiveness of various outlet work designs and/or structural modifications. Implementation through various site specific model studies will result in more cost effective designs and should prevent ineffective structural modifications. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 23. 15 p, 2 Fig. AU - Smith AD - Army Engineer Waterways Experiment Station Vicksburg, MS. Hydraulics Lab Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Dissolved oxygen KW - Hypolimnion KW - Reservoirs KW - Water quality KW - Oxygenation KW - Reservoir releases KW - Thermal stratification KW - Destratification KW - Nitrogen KW - Outlets KW - Hydraulic structures KW - Hydraulic modeling KW - Model studies KW - Supersaturation KW - SW 0850:Lakes KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19218872?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Synopsis+of+WES+EWQOS+Investigations+to+Improve+Water+Quality+by+Gas+Transfer+Techniques+Both+in+the+Reservoir+and+in+the+Release&rft.au=Smith&rft.aulast=Smith&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Table Rock Tailwater Trout Fishery -- Value, Use, and Dissolved Oxygen Problem AN - 19218107; 8103647 AB - Lake Taneycomo (Table Rock Tailwater) was transformed from a warmwater to a coldwater lake in 1958 when Table Rock Dam was constructed upstream. Dissolved oxygen concentrations below 6 mg/l have been measured in upper Lake Taneycomo periodically each fall since 1959. The low levels are caused by the discharge of oxygen deficient water from the hypolimnion of Table Rock Lake. In order to determine and quantify the effects of varying levels of dissolved oxygen on the Lake Taneycomo trout fishery, a study was made of socioeconomic value of the fishery, and angler success. The consumer surplus was estimated to be $9.2 million for the Lake Taneycomo fishery. An increase in angler success is directly and linearly related to an increase in the minimum daily level of dissolved oxygen when it is below 6 mg/l or an increase in angler experience when dissolved oxygen exceeds 6 mg/l. A change in dissolved oxygen of 1 mg/l will result in an increase or decrease in catch and harvest rates of about 0.1 trout per hour. The seasonal dissolved oxygen deficit is 2.1 mg/l, yielding an estimate of 42,000 hours of fishing lost, or a total of 9,130 days because of low levels of dissolved oxygen. The value of this recreation lost to anglers and the area economy is currently estimated to be about $350,000 per year based on the consumers surplus approach. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 8. 9 p, 3 Ref. AU - Weithman, A S AU - Whitley, J R AU - Haas, MA AD - Missouri Dept. of Conservation Columbia Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Dissolved oxygen KW - Sport fishing KW - Trout KW - Economic aspects KW - Lake Taneycomo KW - Water temperature KW - Water quality KW - Hypolimnion KW - Reservoir releases KW - Social values KW - Recreation KW - Missouri KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19218107?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Table+Rock+Tailwater+Trout+Fishery+--+Value%2C+Use%2C+and+Dissolved+Oxygen+Problem&rft.au=Weithman%2C+A+S%3BWhitley%2C+J+R%3BHaas%2C+MA&rft.aulast=Weithman&rft.aufirst=A&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Status of the Environmental and Water Quality Operational Studies (EWQOS) Program AN - 19216580; 8103643 AB - The Environmental and Water Quality Operational Studies (EWQOS) Program was initiated in FY 78 to engage in applied research on high priority environmental quality programs associated with Civil Works activities of the Army Corps of Engineers, and has been designed and conducted to be responsive to field office requirements including extensive technology transfer activities. Tangible benefits expected are reduced time and resource requirements to solve environmental quality problems plus documentation of environmental benefits accrued by technology developed under EWQOS. Information is provided on the status and accomplishments of each project under the program. During the first two years, a majority of the effort associated with the program has been directed at literature reviews, planning and initial efforts associated with long-term field studies, and preliminary or background laboratory studies to establish the direction of technology development and demonstration for the remainder of the program. Major projects include: predictive techniques for determining environmental effects; reservoir operation and management techniques; engineering techniques for meeting reservoir water quality objectives; environmental assessment techniques for project planning and operational requirements; environmental impacts of waterway activities; waterway project design and operation for meeting environmental objectives; and long-term comprehensive field studies. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 4. 7 p, 1 Tab. AU - Mahloch, J L AD - Army Engineer Waterways Experiment Station Vicksburg, MS. Environmental Lab Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Water quality KW - Environmental effects KW - Reservoir operation KW - Waterways KW - Research priorities KW - Planning KW - Baseline studies KW - SW 4070:Ecological impact of water development KW - SW 3070:Water quality control UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19216580?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Status+of+the+Environmental+and+Water+Quality+Operational+Studies+%28EWQOS%29+Program&rft.au=Mahloch%2C+J+L&rft.aulast=Mahloch&rft.aufirst=J&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Gas Supersaturation at Reservoir Projects AN - 19216541; 8103653 AB - Gas supersaturation has been identified as a potential environmental problem associated with releases from Army Corps of Engineers impoundment projects. Incidents of fish mortality have been attributed to this dissolved gas problem. Fish mortality has been experienced below projects on the Snake and Columbia Rivers, and downstream of the partially completed Harry S. Truman project on the Osage River. The degree of gas supersaturation below a hydraulic structure is primarily dependent on the type of structure, depth of water in plunge pool, and magnitude of flow. Nitrogen, oxygen, argon, carbon dioxide and other gases of air become dissolved in water under pressure when air is entrained with water as small bubbles and subsequently placed under pressure. Laboratory tests show that fish mortality from gas bubble disease is related to the level of total dissolved gas pressure and the time of exposure. Tolerance to supersaturation varies between fish species. The major fish kills experience resulted from gas saturation levels in the range of 120 to 140%. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 15. 8 p. AU - Reese, HO AD - Corps of Engineers Omaha, NE. Missouri River Div Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Supersaturation KW - Fishkill KW - Reservoir releases KW - Gases KW - Dissolved oxygen KW - Nitrogen KW - Carbon dioxide KW - Argon KW - Bubbles KW - Water pressure KW - Hydraulic structures KW - Entrainment KW - Environmental effects KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19216541?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Gas+Supersaturation+at+Reservoir+Projects&rft.au=Reese%2C+HO&rft.aulast=Reese&rft.aufirst=HO&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Water Quality Evaluation - an Estuarine Case Study AN - 19216516; 8103654 AB - An interdisciplinary applied research program on the impacts from dredging operations in San Francisco Bay has resulted in the complete reorganization of the permitting of dredging operations. The following premises guided the study: the success of a study depends on how well the specific environmental impact questions were initially defined, and how much the questions were refined as the study progressed; generalized statements on the waste would lead to invalid conclusions; changes in chemical biological and some physical baseline conditions in an estuarine system can not be used to interpret direct cause and effect relationships in the system; the study of impacts must separate or isolate causes of those impacts to the greatest extent possible; and definition of the system is essential for transfer and correlation of information between work elements within the study and between studies in other systems and environments. The study was set up in three tiers. The first tier was aimed at defining the physical, chemical, biological and mechanical systems associated with the dredging and disposal operations in San Francisco Bay. The second tier study elements addressed the relationships between each of the four systems. The third tier elements addressed the relationships between all of the four systems which resulted in an interpretation of mechanisms of action in the estuary during the dredging and disposal, what parameters appeared to control the events and what could be expected during future operations. (Moore-SRC) JF - Proceedings of a Seminar on Water Quality Evaluation 22-24 January, 1980, Tampa, Florida. Army Corps of Engineers, Committee on Water Quality, Washington, DC., paper 17. 9 p. AU - Sustar, J F AD - Army Engineer Div. South Pacific San Francisco, CA Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Estuarine environment KW - Dredging KW - Water quality KW - San Francisco Bay KW - Waste disposal KW - Physical properties KW - Biological properties KW - Chemical properties KW - Environmental effects KW - SW 3030:Effects of pollution KW - SW 0890:Estuaries UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19216516?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Water+Quality+Evaluation+-+an+Estuarine+Case+Study&rft.au=Sustar%2C+J+F&rft.aulast=Sustar&rft.aufirst=J&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Application of the Biotal Ocean Monitor System to a Study of the Impacts of Ocean Dumping of Dredged Material in the New York Bight AN - 18994324; 8500051 AB - A limited biological monitoring study was conducted at the Mud Dump Site and environs in New York Outer Harbor and the Bight Apex, using biotal ocean monitors of the benthic type B-BOMS. Each of the B-BOMS was loaded with the fish Fundulus grandis; the bivalve mollusks Mytilus edulis and Mercenaria mercenaria; the shrimp Palaemonetes pugio; and the worm Nereis sp. All except the worm were used in subsequent laboratory tests. Analyses were run on three metals: cadmium, mercury, and lead. The only significant increase in cadmium occurred in Fundulus at the Mud Dump Site and Gravesend Bay. Some lowering of concentrations occurred in both Mytilus and Mercenaria, but both of these bivalves have very high natural levels of cadmium. Results of the mercury analysis suggest that tissue accumulation of this metal occurred in Mercenaria at the Mud Dump Site. The only statistically significant tissue accumulation of lead occurred in Mytilus in the B-BOMS but not in the BOMS of the pelagic type deployed in the Mud Dump Site and in Gavesend Bay. Several toxic chlorinated hydrocarbon pesticides were found in Fundulus, Mytilus, and/or trapped Cancer irroratus. Among the more toxic of these were the cyclodiene compounds aldrin; DDT, DDD, DDE; and such others as BHC and lindane. In addition, PCBs in the form of Arochlor 1254 were found in all organisms tested. In Fundulus grandis exposed in B-BOMS for 10 days PCB burdens ranged from .079 to .287 pp. (Garrison-Omniplan) JF - Technical Report prepared for the Department of the Army Corps of Engineers, New York District January 1980. 48 p, 7 Fig, 9 Tab, 17 Ref, 2 Append. AU - Peguegnat, W E AU - James, B M AU - Kennedy, E A AU - Fredericks, AD AU - Fay, R R AD - Tereco Corp. College Station, TX Y1 - 1980/01// PY - 1980 DA - Jan 1980 KW - Water Resources Abstracts KW - Bioaccumulation KW - Ocean dumping KW - Biochemical characteristics KW - Municipal wastes KW - Mytilus KW - Killfish KW - Clams KW - Accumulation KW - Biochemical tests KW - Waste disposal KW - New York KW - Lead KW - Heavy metals KW - Cadmium KW - Mercury KW - Ocean bottom KW - New York Bight KW - SW 3030:Effects of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18994324?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Application+of+the+Biotal+Ocean+Monitor+System+to+a+Study+of+the+Impacts+of+Ocean+Dumping+of+Dredged+Material+in+the+New+York+Bight&rft.au=Peguegnat%2C+W+E%3BJames%2C+B+M%3BKennedy%2C+E+A%3BFredericks%2C+AD%3BFay%2C+R+R&rft.aulast=Peguegnat&rft.aufirst=W&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - BOOK T1 - Structural approach to coastal problems AN - 1645575249; 2015-005306 JF - Barrier island forum and workshop AU - Parker, Neill Y1 - 1980 PY - 1980 DA - 1980 PB - National Park Service, North Atlantic Region KW - United States KW - barrier islands KW - shore features KW - geologic hazards KW - erosion KW - sedimentation KW - shorelines KW - Eastern U.S. KW - cyclones KW - natural hazards KW - floods KW - environmental geology KW - coastal environment KW - storms KW - lagoons KW - geomorphology KW - littoral erosion KW - coastal sedimentation KW - hurricanes KW - 23:Geomorphology KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/1645575249?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Parker%2C+Neill&rft.aulast=Parker&rft.aufirst=Neill&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Structural+approach+to+coastal+problems&rft.title=Structural+approach+to+coastal+problems&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - Barrier island forum and workshop N1 - Copyright - GeoRef, Copyright 2015, American Geosciences Institute. N1 - Date revised - 2015-01-01 N1 - Last updated - 2015-01-15 ER - TY - BOOK T1 - Coastal Habitat Development in the Dredged Material Research Program. AN - 15391205; 216232 AB - The Dredged Material Research Program (DMRP) is being conducted at the Corps of Engineers Waterways Experiment Station at Vicksburg, Mississippi. An overview of the DMRP is presented and the habitat development aspects are discussed. The Habitat Development Project is divided into five tasks: (1) the effects of dredged material disposal on marsh and terrestrial habitat, (2) marsh development, (3) terrestrial habitat development, (4) aquatic habitat development, and (5) island habitat development. These tasks are closely related and often grade naturally into one another. The basic emphasis is to determine the environmental impact of habitat development and to evaluate habitat development as a disposal alternative. It is found that this alternative disposal method is often feasible from a biological, engineering, and economic standpoint. Careful implemention of this alternative could significantly increase the extent of wetland resources in parts of the United States. AU - Smith, H K A2 - Lewis, JC A2 - Bunce, EW (eds) Y1 - 1980 PY - 1980 DA - 1980 KW - Spartina alterniflora KW - dredged material KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - FWS/OBS-80/27 KW - Marine KW - USA KW - habitat improvement KW - sea grass KW - salt marshes KW - wetlands KW - Brackish KW - Q1 08382:Ecological techniques and apparatus KW - Q5 08521:Mechanical and natural changes KW - Q2 09124:Coastal zone management UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/15391205?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Smith%2C+H+K&rft.aulast=Smith&rft.aufirst=H&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Coastal+Habitat+Development+in+the+Dredged+Material+Research+Program.&rft.title=Coastal+Habitat+Development+in+the+Dredged+Material+Research+Program.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - In Search of Wetlands. AN - 15279103; 112078 AB - In 1974 the Fish and Wildlife Service (FWS) established the National Wetlands Inventory (NWI) with the stated objective of cataloging and mapping all wetlands and developing a classificiation system that groups ecologically similar wetland habitats, so that value judgments could be made and uniformity in concepts and terminology be provided throughout the United States. After evaluating various methods to perform the inventory, including Landsat, large and small scale aerial photography, and a combination of map interpretation in conjunction with extensive field work, the NWI group concluded that the most cost-effective procedure to achieve the desired level of detail and accuracy was to use stereoscopic interpretation of high quality, small scale, aerial photography. The new classification system consists of five broad ecological systems, each of which contains a hierarchical structure that describes, in progressively greater detail, hydrological, biological, and physical components of a wetland or water body. JF - Water Spectrum AU - Nyc, R AD - U.S. Army Corps of Engineers, Nat. Wetlands Inventory, USA Y1 - 1980 PY - 1980 DA - 1980 SP - 16 EP - 25 VL - 12 IS - 2 KW - Ecology Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; ASFA 1: Biological Sciences & Living Resources KW - coastal zone KW - USA KW - inventories KW - wetlands KW - aerial photography KW - classification systems KW - resource management KW - Q2 09141:General KW - D 04200:Wetlands KW - Q1:08141 UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/15279103?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aecology&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Spectrum&rft.atitle=In+Search+of+Wetlands.&rft.au=Nyc%2C+R&rft.aulast=Nyc&rft.aufirst=R&rft.date=1980-01-01&rft.volume=12&rft.issue=2&rft.spage=16&rft.isbn=&rft.btitle=&rft.title=Water+Spectrum&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - Last updated - 2014-05-05 N1 - SubjectsTermNotLitGenreText - coastal zone; inventories; wetlands; aerial photography; classification systems; resource management; USA ER - TY - JOUR T1 - Polychlorinated biphenyls in the sediments and fish of an Oklahoma stream AN - 13897924; 198003432 AB - The study was carried out to document the PCB concentrations in Pryor Creek, Oklahoma, an area previously viewed as being relatively unpolluted, and to determine the relationships between trophic levels of fish and PCB concentrations in fillets. Concentrations of PCB in the sediment ranged from 0.23 to 7.20 ug per g, none was detected in the water. Higher PCB levels occurred at areas of sediment deposition. In fish fillets, PCB concentrations were significantly greater in detritivores than in omnivores or predators, the last two having no significant difference in levels. PCB concentrations in two of the five species studied correlated significantly with either body weight, lipid content or both. JF - Environmental Pollution (Series B) AU - Hunter, R G AU - Randolph, J C AU - Carroll, J H AD - U.S. ARMY CORPS OF ENGINEERS Y1 - 1980 PY - 1980 DA - 1980 SP - 233 EP - 240 VL - 1 IS - 3 KW - Fish (see also individual groups listed below) KW - Jn - environmental pollution KW - Aqualine Abstracts KW - AQ 00008:Effects of Pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13897924?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Environmental+Pollution+%28Series+B%29&rft.atitle=Polychlorinated+biphenyls+in+the+sediments+and+fish+of+an+Oklahoma+stream&rft.au=Hunter%2C+R+G%3BRandolph%2C+J+C%3BCarroll%2C+J+H&rft.aulast=Hunter&rft.aufirst=R&rft.date=1980-01-01&rft.volume=1&rft.issue=3&rft.spage=233&rft.isbn=&rft.btitle=&rft.title=Environmental+Pollution+%28Series+B%29&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Organochlorine residues in fish of lake Texoma , October 1979 AN - 13897220; 198101739 AB - The concentrations of certain organochlorine compounds present in the fillets of 99 fish taken from Texoma lake were determined. The compounds studied included PCB, chlordane, p,p'-DDE, p,p'-TDE, o,p'-DDT, p,p'-DDT , heptachlor, heptachlor epoxide, endrin, mirex, and dieldrin, and the results are tabulated. Statistical analysis revealed significant differences between trophic levels for seven of the eleven compounds but no correlation was found between concentration of any residue and geographical location of the sample. JF - Pesticides Monitoring Journal AU - Hunter, R G AU - Carroll, J H AU - Randolph, J C AD - U.S. Army Corps of Engineers Y1 - 1980 PY - 1980 DA - 1980 SP - 102 EP - 107 VL - 14 IS - 2 KW - Fish (see also individual groups listed below) KW - Aqualine Abstracts KW - AQ 00008:Effects of Pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13897220?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Pesticides+Monitoring+Journal&rft.atitle=Organochlorine+residues+in+fish+of+lake+Texoma+%2C+October+1979&rft.au=Hunter%2C+R+G%3BCarroll%2C+J+H%3BRandolph%2C+J+C&rft.aulast=Hunter&rft.aufirst=R&rft.date=1980-01-01&rft.volume=14&rft.issue=2&rft.spage=102&rft.isbn=&rft.btitle=&rft.title=Pesticides+Monitoring+Journal&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Approximate method for quick flood plain mapping AN - 13893814; 198100879 AB - Normalized curves are given to estimate flows and stages for large floods used in structural design and for regulatory purposes, based on the more often readily available information on floods of more common frequency. Such curves provide a quick method for approximate flood plain mapping, useful for flood risk approximation in unmapped areas, for checking completed studies, and for assisting in the extrapolation of stages for rarer floods from magnitudes or stages for small floods in headwater basins . JF - Journal of Water Resources Planning and Management Division. ASCE AU - Powell, R F AU - James, L D AU - Jones, DE AD - U.S. Army Corps of Engineers Y1 - 1980 PY - 1980 DA - 1980 SP - 103 EP - 122 VL - 106 IS - WR1 KW - Hazard KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13893814?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.atitle=Approximate+method+for+quick+flood+plain+mapping&rft.au=Powell%2C+R+F%3BJames%2C+L+D%3BJones%2C+DE&rft.aulast=Powell&rft.aufirst=R&rft.date=1980-01-01&rft.volume=106&rft.issue=WR1&rft.spage=103&rft.isbn=&rft.btitle=&rft.title=Journal+of+Water+Resources+Planning+and+Management+Division.+ASCE&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Contributions to the technology of removing iron and manganese from water AN - 13880472; 198202609 AB - This volume is primarily concerned with the problems of iron and manganese contamination of raw water sources used for the preparation of drinking water. In the first part, the present state of technology for the removal of these contaminants is reviewed, followed by a survey of the principal physico-chemical and biological characteristics of groundwater in Romania related to the presence of iron and manganese, and a discussion of the systems currently employed for iron and manganese removal and the need for optimizing their performance. The second part presents the results of laboratory studies concerning the use of adsorbent materials (manganese dioxide suspensions) in the process of iron and manganese removal, including the development of simple models and their application to plant design. JF - Institutul de Cercetari si Proiectari Pentru Gospodarirea Apelor. Bucharest, Studii Alimentari Cu Apa, No.9 AU - Fazekas, I Y1 - 1980 PY - 1980 DA - 1980 SP - 1 EP - 187 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00004:Water Treatment UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13880472?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Fazekas%2C+I&rft.aulast=Fazekas&rft.aufirst=I&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=187&rft.isbn=&rft.btitle=Contributions+to+the+technology+of+removing+iron+and+manganese+from+water&rft.title=Contributions+to+the+technology+of+removing+iron+and+manganese+from+water&rft.issn=&rft_id=info:doi/ LA - Romanian DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - RPRT T1 - Modification project, Big Stone Lake-Whetstone River. AN - 13833223; 693242 AB - This supplement has been prepared to address a significant alignment change for the proposed diversion channel into the project U.S. Highway 75 Reservoir in the Big Stone National Wildlife Refuge and to fulfill requirments which were established subsequent to preparation of the final EIS: (1) the Endangered Species Act of 1973, as amended, and (2) Section 404(b) of the Clean Water Act of 1977 and applicable Corps of Engineers regulations and guidance. The supplement itself consists of three parts: (1) an evaluation of the significant environmental impacts which would be expected to result from construction of the alternative diversion channels along the new alignment; (2) a Section 404(b)(1) evaluation of all remaining fill activties associated with work on the Whetstone and Minnesota Rivers; and (3) a biological assessement which addresses the impacts of remaining work on all currently listed threatened and endangered species. Y1 - 1980 PY - 1980 DA - 1980 KW - USA, Minnesota, Whetstone R. KW - USA, South Dakota, Big Stone L. KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - environmental impact KW - flood control KW - Freshwater KW - construction KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13833223?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Modification+project%2C+Big+Stone+Lake-Whetstone+River.&rft.title=Modification+project%2C+Big+Stone+Lake-Whetstone+River.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-A120 264/7; Final rept. environmental impact statement. N1 - Last updated - 2014-05-05 ER - TY - RPRT T1 - Modification project, Big Stone Lake-Whetstone River, Minnesota and South Dakota, draft supplement to environmental impact statement. AN - 13832387; 693255 AB - This supplement addresses a significant alignment change for the proposed diversion channel into the project U.S. Highway 75 Reservoir in the Big Stone National Wildife Refuge and fulfills reqirements which were established subsequent to preparation of the final EIS: the Endangered Species Act of 1973, as amended, and Section 404(b) of the Clean Water Act of 1977 and applicable Corps of Engineers regulations and guidance. The supplement itself consists of three parts: an evaluation of environmental impacts which would be expected to result from construction of the diversion channel along the new alignment; a Section 404(b)(1) evaluation of all remaining activities associated with work on the Whetstone and Minnesota Rivers; and a biological assessment which addresses the impacts of remaining work on all currently listed threatened and endangered species. Y1 - 1980 PY - 1980 DA - 1980 KW - USA, Minnesota, Big Stone L. KW - USA, South Dakota, Whetstone R. KW - endangered species KW - ASFA 3: Aquatic Pollution & Environmental Quality; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - environmental impact KW - floods KW - flood control KW - Freshwater KW - Q2 09171:Dynamics of lakes and rivers KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13832387?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1980-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Modification+project%2C+Big+Stone+Lake-Whetstone+River%2C+Minnesota+and+South+Dakota%2C+draft+supplement+to+environmental+impact+statement.&rft.title=Modification+project%2C+Big+Stone+Lake-Whetstone+River%2C+Minnesota+and+South+Dakota%2C+draft+supplement+to+environmental+impact+statement.&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2006-11-01 N1 - SuppNotes - NTIS Order No.: AD-120 229/0. N1 - Last updated - 2014-05-05 ER - TY - JOUR T1 - Changes in rates of shore retreat, Lake Michigan, 1967-76 AN - 51925742; 1980-039649 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Hands, Edward B Y1 - 1979/12// PY - 1979 DA - December 1979 SP - 71 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-4 SN - 0271-499X, 0271-499X KW - United States KW - North America KW - erosion KW - data KW - shorelines KW - rates KW - engineering geology KW - Lake Michigan KW - Great Lakes KW - profiles KW - Michigan KW - interpretation KW - changes KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51925742?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Hands%2C+Edward+B&rft.aulast=Hands&rft.aufirst=Edward&rft.date=1979-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Changes+in+rates+of+shore+retreat%2C+Lake+Michigan%2C+1967-76&rft.title=Changes+in+rates+of+shore+retreat%2C+Lake+Michigan%2C+1967-76&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 24 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - changes; data; engineering geology; erosion; Great Lakes; interpretation; Lake Michigan; Michigan; North America; profiles; rates; shorelines; United States ER - TY - JOUR T1 - An annotated bibliography of patents related to coastal engineering AN - 51926526; 1980-039651 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Ray, R E AU - Dickey, M D AU - Lyles, A M Y1 - 1979/11// PY - 1979 DA - November 1979 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-6 SN - 0193-5992, 0193-5992 KW - engineering geology KW - shorelines KW - coastal environment KW - bibliography KW - patents KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51926526?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Ray%2C+R+E%3BDickey%2C+M+D%3BLyles%2C+A+M&rft.aulast=Ray&rft.aufirst=R&rft.date=1979-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+annotated+bibliography+of+patents+related+to+coastal+engineering&rft.title=An+annotated+bibliography+of+patents+related+to+coastal+engineering&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - bibliography; coastal environment; engineering geology; patents; shorelines ER - TY - RPRT T1 - Pennypack Creek Water Quality Study AN - 19478804; 8192904 AB - Stream water quality modeling is applied to a practical case showing impact analysis regarding future alternative land use. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Willey, R G AU - Abbott, J Y1 - 1979/11// PY - 1979 DA - November 1979 SP - 76 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality KW - Land Use KW - water quality KW - Resource management KW - impact analysis KW - Water Quality KW - Water quality KW - Streams KW - Inland water environment KW - Land use KW - Ecosystem disturbance KW - Hydrologic Models KW - Stream Pollution KW - P 2000:FRESHWATER POLLUTION KW - SW 3010:Identification of pollutants KW - Q5 08521:Mechanical and natural changes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478804?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Willey%2C+R+G%3BAbbott%2C+J&rft.aulast=Willey&rft.aufirst=R&rft.date=1979-11-01&rft.volume=&rft.issue=&rft.spage=76&rft.isbn=&rft.btitle=Pennypack+Creek+Water+Quality+Study&rft.title=Pennypack+Creek+Water+Quality+Study&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Determination of Land Use from LANDSAT Imagery: Applications to Hydrologic Modeling AN - 19453088; 7399312 AB - An operational procedure for determining land use from LANDSAT imagery was applied to five watersheds: Crow Creek, Walnut Creek, Rowlett Creek, Pennypack Creek, and Castro Valley (University of California, Davis (UCD) staff performing the work on the latter three watersheds). Based on this work the following conclusions can de made: (1) At the grid cell level LANDSAT land use was in error approximately one-third of the time. (2) By aggregating land use over the entire watershed, LANDSAT's average misclassification of land use reduces to two to eight percent for the major land use categories. (3) The commercial classification was less accurate at the grid cell level than the UCD procedure classification; errors at the watershed level were nearly the same for both. (4) Evaluated in terms of the difference in discharge frequency curves derived using the same hydrologic model but different land use (LANDSAT and conventional), the LANDSAT derived land use found to be completely adequate. The number and type of land use categories derived from LADNSAT data were sufficient to be able to apply two standard hydrologic modeling techniques; Snyder's unit hydrograph and percent imperviousness and the SCS curve number method. (5) The UCD procedure works. It is a complete, self-contained package of computer programs and manual operations that permit a user to identify land use from LANDSAT digital data without requiring the use of expensive interactive image processing equipment. (6) LANDSAT land use can be directly incorporated into a grid cell data bank, thus providing an automated environment for applying the LANDSAT classification in routing hydrologic investigations. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1979/11// PY - 1979 DA - November 1979 SP - 80 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Land Use KW - Remote Sensing KW - Resource management KW - Image processing KW - Automation KW - Juglans KW - Data collections KW - Errors KW - Watersheds KW - Streams KW - Land use KW - Computer programs KW - USA, Iowa, Ames, Walnut Creek KW - Hydrologic Models KW - Computer Programs KW - Classification KW - USA, California, Davis KW - USA, Montana, Crow Creek KW - Hydrologic Data KW - Manuals KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453088?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1979-11-01&rft.volume=&rft.issue=&rft.spage=80&rft.isbn=&rft.btitle=Determination+of+Land+Use+from+LANDSAT+Imagery%3A+Applications+to+Hydrologic+Modeling&rft.title=Determination+of+Land+Use+from+LANDSAT+Imagery%3A+Applications+to+Hydrologic+Modeling&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Hydrologic Land Use Classification Using LANDSAT AN - 19449598; 7399351 AB - This report will describe the Hydrologic Engineering Center's experience with land use classification from LANDSAT multispectral imagery. Land use is required for the estimation of hydrologic model parameters. The land use classification procedure used, developed at the University of California, Davis, for the Corps of Engineers, is an unsupervised, non-interactive approach requiring no special image processing equipment. Watershed land use was determined from LANDSAT digital data, entered into a geographic data bank, and compared with a conventional land use classification. Hydrologic simulation model parameters were estimated from land use and other basin characteristics. The generated discharge frequency curves, corresponding to the alternative land use classifications, permitted the hydrologic significance of accuracy in land use identification to be assessed. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Cermak, R J AU - Feldman, AD AU - Webb, R P Y1 - 1979/10// PY - 1979 DA - October 1979 SP - 32 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Meteorological & Geoastrophysical Abstracts; Water Resources Abstracts KW - Land Use KW - Remote Sensing KW - Resource management KW - Discharge Frequency KW - Image processing KW - LANDSAT KW - Data collections KW - Watersheds KW - Land use KW - Engineering KW - Hydrologic Models KW - Numerical simulations KW - Classification KW - USA, California, Davis KW - Banks KW - Hydrologic engineering KW - Hydrologic models KW - M2 556:General (556) KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449598?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Cermak%2C+R+J%3BFeldman%2C+AD%3BWebb%2C+R+P&rft.aulast=Cermak&rft.aufirst=R&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=32&rft.isbn=&rft.btitle=Hydrologic+Land+Use+Classification+Using+LANDSAT&rft.title=Hydrologic+Land+Use+Classification+Using+LANDSAT&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Recreation at the McClellan-Kerr Arkansas River Navigation System AN - 19224161; 8004153 AB - Analysis of recreation impacts of the McClellan-Kerr Arkansas River Navigation System during 1963-1976 show some rich benefits and substantial problems; results suggest that the share of financial resources obtained from recreational users should be increased and that management activities should be transfered from the Corps of Engineers to nonfederal agencies. The physical system was designed to provide multiple purpose capability including flood control, hydroelectric power, navigation, water supply, recreation, and fish and wildlife enhancement. Project benefits include increases in employment, income, economic dvelopment and migration. Total regional employment has increased from 417,183 in 1960 to 518,464 in 1970. Aggregate recreation expenditures are estimated at $193 million in 1974 and $224 million in 1975. Social impact analysis shows that 200 ,000 persons were directly influenced to migrate into the area since 1970 because of job opportunities and recreation advantages. However, the same factors which contribute such dramatic beneficial impacts also lead to formidable management problems such as financing and staffing recreation programs and managing conflicts between desirable uses of multiple purpose systems. Recreation impacts place stress on Corps funds and staff, both of which are limited due to federal budget constraints. Heavily used recreational lakes are a continual source of public conflict with respect to lake levels for other uses such as holding flood flows or releases for power and water supply. The paper concludes with strategies for Corps policy. (Danovich-Wisconsin) JF - Water Resources Bulletin Vol 15, No 5, p 1408-1417, October 1979. 1 Fig, 6 Tab, 9 Ref. AU - Antle, L G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/10// PY - 1979 DA - Oct 1979 KW - Water Resources Abstracts KW - Recreation KW - Management KW - McClellan-Kerr Navigation System KW - Multiple-purpose reservoirs KW - Social impact KW - Arkansas River KW - Recreation demand KW - Land use KW - Benefits KW - Costs KW - Cost-sharing KW - Regional development KW - Economic impact KW - Economics KW - Lakes KW - Employment KW - Income KW - Employment opportunities KW - Arkansas KW - Oklahoma KW - Water level fluctuations KW - Water utilization KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19224161?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Recreation+at+the+McClellan-Kerr+Arkansas+River+Navigation+System&rft.au=Antle%2C+L+G&rft.aulast=Antle&rft.aufirst=L&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Waterways Study AN - 19204023; 8002749 AB - The U. S. Army Corps of Engineers is conducting a study to develop a comprehensive framework for the future of transportation on the nation 's waterways. Key factors in the future of water transportation planning are: (1) basic freight movement capability, (2) safety and reliability, and (3) potential defense and emerging roles. The nation now has in use nearly 26,000 miles of commercially navigable waterways. Annually approximately 1.9 billion tons of freight are moved with foreign trade and domestic trade being nearly equal in volume. Of the total waterborne commerce in 1977, energy related products accounted for 61%. The second largest commodity transported was grain. The National Waterways Study 's first step is the development of an inventory of the existing waterway system. The study is designed to develop alternative strategies to meet commercial navigation requirements and to correlate these strategies with municipal and industrial water needs, hydroelectric power generation, recreation needs, flood control, and other non-transportation uses. Strategies designed from study results will be useful in realizing an effective water transportation system through 2000. (Seigler-IPA) JF - Water Spectrum Vol 11, No 4, p 26-35, Fall 1979. 10 Fig. AU - Dietz, AL AD - Institute for Water Resources Fort Belvoir, VA Y1 - 1979/10// PY - 1979 DA - Oct 1979 KW - Water Resources Abstracts KW - Channels KW - Inland waterways KW - Navigable waters KW - Transportation KW - Grains(Crops) KW - Energy KW - Dams KW - Locks KW - Flood control KW - Dredging KW - Harbors KW - Coastal engineering KW - Great Lakes KW - Bodies of water KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19204023?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Waterways+Study&rft.au=Dietz%2C+AL&rft.aulast=Dietz&rft.aufirst=AL&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Small Hydro-a Viable Alternative Now AN - 14940186; 10775979 AB - Despite its proved technical and economic feasibility, small-scale hydroelectric power is grossly underutilized throughout the world. Reasons for the underutilization of hydropower are discussed. A positive and varied program of education to encourage the development of hydropower is outlined. The program would consist of: concentrated short courses for hydropower professionals; carefully structured conferences to apprise decision-makers of the underutilized potential of hydropower; and post graduate programs through which professionals could study hydropower in great detail. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Gladwell, John S AU - Warnick, Calvin C Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 796 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - TECHNOLOGY TRANSFER KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - DECISION MAKING KW - HYDROELECTRIC POWER, SMALL KW - ENERGY SELFSUFFICIENCY KW - OIL RESERVES KW - ORGANIZATION OF PETROLEUM EXPORTING COUNTRIES KW - POWER PLANT DESIGN KW - POWER PLANT CONSTRUCTION KW - DEVELOPING NATIONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14940186?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small+Hydro-a+Viable+Alternative+Now&rft.au=Gladwell%2C+John+S%3BWarnick%2C+Calvin+C&rft.aulast=Gladwell&rft.aufirst=John&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=796&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; TECHNOLOGY TRANSFER; POWER PLANT DESIGN; ORGANIZATION OF PETROLEUM EXPORTING COUNTRIES; OIL RESERVES; ENERGY SELFSUFFICIENCY; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; DECISION MAKING; POWER PLANT CONSTRUCTION; DEVELOPING NATIONS ER - TY - JOUR T1 - Retired Hydropower Plant Sites in the United States AN - 14940160; 10775951 AB - FERC has maintained an inventory of existing and potential hydropower sites in the U.S. these data are utilized in licensing and water resources planning activities. Data on abandoned hydroelectric stations were compiled to facilitate an assessment of future and current generating potential. Of 2316 retired plant sites identified, about 2200 sites with an estimated capacity of 1300 Mw have some potential for redevelopment. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Jarecki, Eugene A AU - McConnell, Daniel R AU - Sligh, Ernest E Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 323 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - RIVER BASINS KW - GENERATING CAPACITY KW - POWER PLANT SITING KW - DATA, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14940160?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Retired+Hydropower+Plant+Sites+in+the+United+States&rft.au=Jarecki%2C+Eugene+A%3BMcConnell%2C+Daniel+R%3BSligh%2C+Ernest+E&rft.aulast=Jarecki&rft.aufirst=Eugene&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=323&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; DATA, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; RIVER BASINS; GENERATING CAPACITY; POWER PLANT SITING ER - TY - JOUR T1 - Case Study-Broadwater Dam Power Project: Missouri River, Montana AN - 14940136; 10775965 AB - The broadwater dam on the Missouri River in Montana was selected as a suitable site for the development of low-head hydroelectric power. The apron-mounted configuration of the facility is described. The selection of a vertical shaft propeller turbine for this configuration was dictated by the physical constraints of the site. Cost estimates, financing, and power production are reviewed. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Little, Gordon E Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 568 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MONTANA KW - CONFERENCE PAPER KW - MISSOURI RIVER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - POWER PLANT DESIGN KW - FINANCING KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14940136?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Case+Study-Broadwater+Dam+Power+Project%3A+Missouri+River%2C+Montana&rft.au=Little%2C+Gordon+E&rft.aulast=Little&rft.aufirst=Gordon&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=568&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MONTANA; CONFERENCE PAPER; POWER PLANT DESIGN; MISSOURI RIVER; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY; FINANCING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Small-Scale Hydropower Development: How New Hampshire Is Making It Happen AN - 14940112; 10775963 AB - State policies in new Hampshire are encouraging the development of small-scale hydroelectric power. University and federal study projects have identified potential sites for such facilities and have delineated relevant regulatory processes. DOE has awarded contracts for feasibility studies in the state. The rehabilitation of existing but abandoned sits is also being supported. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Klotz, Louis H AU - Manasse, Fred K AU - Master, David B Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 533 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - REGULATORY COMMISSIONS, STATE AND LOCAL KW - CONFERENCE PAPER KW - CITIZEN ASSOCIATIONS KW - HYDROELECTRIC POWER, SMALL KW - POLICY AND PLANNING, STATE AND LOCAL KW - NEW HAMPSHIRE KW - EDUCATION, UNIVERSITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14940112?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydropower+Development%3A+How+New+Hampshire+Is+Making+It+Happen&rft.au=Klotz%2C+Louis+H%3BManasse%2C+Fred+K%3BMaster%2C+David+B&rft.aulast=Klotz&rft.aufirst=Louis&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=533&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; REGULATORY COMMISSIONS, STATE AND LOCAL; CITIZEN ASSOCIATIONS; NEW HAMPSHIRE; HYDROELECTRIC POWER, SMALL; EDUCATION, UNIVERSITY; POLICY AND PLANNING, STATE AND LOCAL ER - TY - JOUR T1 - Hydrologic Investigations for Hydroelectric Power AN - 14940080; 10775946 AB - The hydrological investigation and computer modeling techniques utilized in the USACE Nat'l hydroelectric power resources study are examined. A computer-oriented data base and trained field management teams were established to investigate the Hydro potential of thousands of sites. The computer program calculates the costs, benefits, power potential, average annual energy, and average net power head for each location. Power and flow duration curves are used to size Hydro installations properly. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Dalton, James G AU - Franc, Gary M Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 234 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MATHEMATIC MODELS, HYDROELECTRIC KW - MULTIPLE USE, WATER KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - POWER PLANT SITING KW - RESERVOIRS KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14940080?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Hydrologic+Investigations+for+Hydroelectric+Power&rft.au=Dalton%2C+James+G%3BFranc%2C+Gary+M&rft.aulast=Dalton&rft.aufirst=James&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=234&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 15 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MULTIPLE USE, WATER; MATHEMATIC MODELS, HYDROELECTRIC; CONFERENCE PAPER; RESERVOIRS; FLOW MEASUREMENT; HYDROELECTRIC POWER; GENERATING CAPACITY; POWER PLANT SITING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Land Use and Small-Scale Hydropower: an Overview of Environmental Impacts and Institutional Responses AN - 14939888; 10775971 AB - The nature and extent of land impacts from both "run of river" and "store and release" small-scale hydroelectric power projects are evaluated. Land use impacts are shown to be dependent on a project's design, size, and location, and the environmental characteristics of a location. Adverse land effects occur: during the construction of a hydroelectric facility; as a result of the store and release of water impoundments; during water flow regulation to accommodate varying electricity demands; and as a result of associated transmission line construction and dredge and fill activities. Policy options that could be implemented to minimize the possible adverse land impacts from small-scale hydropower development are outlined. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Plantico, Reuben C Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 688 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - WILDLIFE KW - FLOODS KW - ELECTRICITY DEMAND KW - WETLANDS KW - CONFERENCE PAPER KW - DAMS KW - ECONOMICS, HYDROELECTRIC KW - POWER PLANT SITING KW - LAND USE PLANNING KW - ENV IMPACT ASSESSMENT KW - POLICY AND PLANNING KW - FISH, FRESHWATER KW - FLOOD PLAINS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939888?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Land+Use+and+Small-Scale+Hydropower%3A+an+Overview+of+Environmental+Impacts+and+Institutional+Responses&rft.au=Plantico%2C+Reuben+C&rft.aulast=Plantico&rft.aufirst=Reuben&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=688&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 9 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DAMS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; WILDLIFE; LAND USE PLANNING; POWER PLANT SITING; ENV IMPACT ASSESSMENT; POLICY AND PLANNING; FLOODS; FISH, FRESHWATER; ELECTRICITY DEMAND; FLOOD PLAINS; WETLANDS ER - TY - JOUR T1 - A BASIC Economic Comparison of Small-Scale Hydroelectric Busbar Costs AN - 14939862; 10775952 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Searls, James P Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 342 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PRIVATE ELECTRIC UTILITIES KW - HYDROELECTRIC POWER, SMALL KW - ELECTRIC COOPERATIVES KW - GENERATING CAPACITY KW - POWER PLANT EQUIPMENT KW - PUBLIC ELECTRIC UTILITIES KW - MATHEMATIC MODELS, ECONOMICS KW - MATHEMATIC MODELS, HYDROELECTRIC KW - CONFERENCE PAPER KW - DAM CONSTRUCTION KW - ECONOMICS, HYDROELECTRIC KW - CAPITAL COSTS KW - BUSBARS KW - OPERATING AND MAINTENANCE COSTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939862?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=A+BASIC+Economic+Comparison+of+Small-Scale+Hydroelectric+Busbar+Costs&rft.au=Searls%2C+James+P&rft.aulast=Searls&rft.aufirst=James&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=342&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MATHEMATIC MODELS, HYDROELECTRIC; DAM CONSTRUCTION; PRIVATE ELECTRIC UTILITIES; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; ELECTRIC COOPERATIVES; GENERATING CAPACITY; CAPITAL COSTS; POWER PLANT EQUIPMENT; BUSBARS; OPERATING AND MAINTENANCE COSTS; PUBLIC ELECTRIC UTILITIES; MATHEMATIC MODELS, ECONOMICS ER - TY - JOUR T1 - Methodology for Conducting a Resource Assessment of Small-Scale Hydropower Potential AN - 14939586; 10775957 AB - The New England river basins Commission committed itself to the responsibility of furnishing the region with a resource assessment of hydropower potential. Hydrologic characteristics of potential sites, water storage capability, and estimated generating capabilities were characterized. Costs of facility construction and projected regional power needs were also considered. Data evaluation indicates that under present economic conditions, New England can anticipate commercial development of only 15% of the region's hydropower potential at existing dams. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Klock, Thomas E Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 431 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - POWER PLANT SITING KW - CAPITAL COSTS KW - NEW ENGLAND RIVER BASIN COMMISSION KW - FLOW MEASUREMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939586?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Methodology+for+Conducting+a+Resource+Assessment+of+Small-Scale+Hydropower+Potential&rft.au=Klock%2C+Thomas+E&rft.aulast=Klock&rft.aufirst=Thomas&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=431&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; NEW ENGLAND RIVER BASIN COMMISSION; POWER PLANT SITING ER - TY - JOUR T1 - Case Study: Rollins Power Project-Bear River, California AN - 14939584; 10775964 AB - Rollins hydroelectric project, 11,000 kw in size, is now under construction in California. This may be the first Hydro project of its kind at an existing dam that was designed and built as result of the increase in energy costs after the oil embargo of 1973-74. The licensing, designing, constructing, and financing aspects of this project are surveyed. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Willer, David C Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 561 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - CALIFORNIA KW - CAPITAL COSTS KW - FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939584?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Case+Study%3A+Rollins+Power+Project-Bear+River%2C+California&rft.au=Willer%2C+David+C&rft.aulast=Willer&rft.aufirst=David&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=561&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CALIFORNIA; CAPITAL COSTS; CONFERENCE PAPER; POWER PLANT LICENSING; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; FINANCING ER - TY - JOUR T1 - Appropriate Technology in Hydropower AN - 14939562; 10775956 AB - Appropriate technology in patents for small-scale hydroelectric power systems is surveyed. Patents are seen as incentives for innovation and development that can be applied to the advancement of Hydro technology. Patent trends in selected hydropower fields are summarized. This growing collection of patent information is a source that should be consulted for appropriate technology in hydropower systems development to ensure that all the best technology for any particular project will be explored. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Tegtmeyer, Rene D Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 394 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - PATENTS KW - HYDROELECTRIC POWER, SMALL KW - POWER PLANT EQUIPMENT KW - APPROPRIATE TECHNOLOGY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939562?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Appropriate+Technology+in+Hydropower&rft.au=Tegtmeyer%2C+Rene+D&rft.aulast=Tegtmeyer&rft.aufirst=Rene&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=394&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; PATENTS; APPROPRIATE TECHNOLOGY; POWER PLANT EQUIPMENT ER - TY - JOUR T1 - Dam Safety-an Important Factor in Considering Small-Scale Hydropower at Existing Reservoirs AN - 14939548; 10775950 AB - The concern for dam safety is an integral component of hydroelectric power station planning. FERC regulations require that evidence be submitted indicating that dams slated for Hydro development are structurally sound. The requirement stems from a need to ensure flood protection, protect a substantial capital investment, and limit liability. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Dolcimascolo, Anthony R Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 317 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT LICENSING KW - CONFERENCE PAPER KW - DAMS KW - HYDROELECTRIC POWER, SMALL KW - POWER PLANT SITING KW - RESERVOIRS KW - FLOOD CONTROL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939548?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Dam+Safety-an+Important+Factor+in+Considering+Small-Scale+Hydropower+at+Existing+Reservoirs&rft.au=Dolcimascolo%2C+Anthony+R&rft.aulast=Dolcimascolo&rft.aufirst=Anthony&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=317&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DAMS; CONFERENCE PAPER; POWER PLANT LICENSING; RESERVOIRS; HYDROELECTRIC POWER, SMALL; FLOOD CONTROL; POWER PLANT SITING ER - TY - JOUR T1 - Small-Scale Hydropower Development in the West AN - 14939433; 10775974 AB - Opportunities for small-scale (less than 15 Mw) hydropower development in the Western U.S. are examined. Because of its unique geographical and climatological characteristics, it is estimated that small-scale hydropower could provide as much as 30% of the energy demands of the West. Problems of environmental impact are thought to be minimal, and hydropower development also has the advantage of quick completion, compared with other emerging technologies. Some marketing and utility interface problems that could arise from the increased use of hydropower in the West are identified. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Ingersoll, Alfred C AU - Manesse, Fred K AU - English, JMorely AU - Master, David Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 720 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - MARKETING KW - PRICES, OIL KW - IRRIGATION KW - ECONOMIC INCENTIVES KW - POWER PLANT DESIGN KW - UNITED STATES WEST KW - ELECTRICITY DEMAND KW - CONFERENCE PAPER KW - TECHNOLOGY TRANSFER KW - ECONOMICS, HYDROELECTRIC KW - ENV IMPACT ASSESSMENT KW - POWER PLANT CONSTRUCTION KW - RETROFITTING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939433?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydropower+Development+in+the+West&rft.au=Ingersoll%2C+Alfred+C%3BManesse%2C+Fred+K%3BEnglish%2C+JMorely%3BMaster%2C+David&rft.aulast=Ingersoll&rft.aufirst=Alfred&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=720&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - TECHNOLOGY TRANSFER; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; MARKETING; ENV IMPACT ASSESSMENT; IRRIGATION; PRICES, OIL; ECONOMIC INCENTIVES; POWER PLANT DESIGN; POWER PLANT CONSTRUCTION; ELECTRICITY DEMAND; UNITED STATES WEST; RETROFITTING ER - TY - JOUR T1 - Tapping the Boundless Resource to Solve Energy Problems AN - 14939402; 10775961 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Hamlin, Roger E Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 486 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - EMPLOYMENT KW - EDUCATION KW - FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939402?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Tapping+the+Boundless+Resource+to+Solve+Energy+Problems&rft.au=Hamlin%2C+Roger+E&rft.aulast=Hamlin&rft.aufirst=Roger&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=486&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; EMPLOYMENT; EDUCATION; FINANCING ER - TY - JOUR T1 - Small-Scale Hydropower: an Appropriate Technology for Less-Developed Countries AN - 14939396; 10775978 AB - In the long term, hydropower technology is both technically and economically feasible for less developed countries (ldc's) irrespective of the shift from abundant low-cost fossil fuel options or the development of more exotic alternative energy technologies. Decentralized small hydropower technology can augment energy supplies in many ldc rural areas and can begin, in a modest way, the development of a community infrastructure capable of improving the area's Quality of life. The economics of hydropower development are compared with those associated with nuclear, fossil fuel, solar, and wind technologies. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Kersten, Robert D Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 776 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - APPROPRIATE TECHNOLOGY KW - SOCIOECONOMICS KW - RURAL AREAS KW - ELECTRICITY SUPPLY, REGION KW - ENERGY CONSERVATION, REGION KW - TECHNOLOGY PLANNING KW - DEVELOPING NATIONS KW - DECENTRALIZED ENERGY SYSTEMS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939396?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydropower%3A+an+Appropriate+Technology+for+Less-Developed+Countries&rft.au=Kersten%2C+Robert+D&rft.aulast=Kersten&rft.aufirst=Robert&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=776&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; SOCIOECONOMICS; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; APPROPRIATE TECHNOLOGY; RURAL AREAS; ENERGY CONSERVATION, REGION; ELECTRICITY SUPPLY, REGION; TECHNOLOGY PLANNING; DEVELOPING NATIONS; DECENTRALIZED ENERGY SYSTEMS ER - TY - JOUR T1 - Electricity Generation in Rural Areas: a Future for Small-Scale Hydropower AN - 14939380; 10775973 AB - Efforts by USDA's rural electric Admin. to encourage the development of small-scale hydropower as a means of meeting both existing and future U.S. energy requirements are reported. As of 1979, there were 47 small hydropower units in Commission in 21 rural electric Admin.-financed generating plants. These units have a total installed capacity of 59,370 kw. On the basis of power output, cost, and safety considerations, small-scale hydropower is both an economically and technically feasible means of supplying power to many U.S. rural areas. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Telaar, William B Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 711 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - POWER PLANT OPERATION KW - HYDROELECTRIC POWER, SMALL KW - PRICES, FOSSIL FUEL KW - GENERATING CAPACITY KW - FINANCING KW - CONFERENCE PAPER KW - PROFITS KW - ECONOMICS, HYDROELECTRIC KW - POWER PLANT SITING KW - ELECTRIC POWER TRANSMISSION KW - COOPERATIVES KW - POWER PLANT CONSTRUCTION KW - RURAL AREAS KW - ELECTRICITY SUPPLY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939380?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Electricity+Generation+in+Rural+Areas%3A+a+Future+for+Small-Scale+Hydropower&rft.au=Telaar%2C+William+B&rft.aulast=Telaar&rft.aufirst=William&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=711&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - POWER PLANT OPERATION; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; PROFITS; HYDROELECTRIC POWER, SMALL; PRICES, FOSSIL FUEL; GENERATING CAPACITY; POWER PLANT SITING; ELECTRIC POWER TRANSMISSION; POWER PLANT CONSTRUCTION; COOPERATIVES; RURAL AREAS; ELECTRICITY SUPPLY; FINANCING ER - TY - JOUR T1 - The Schneider Engine: Performance and Applications for Hydropower AN - 14939375; 10775948 AB - The schneider engine is a breakthrough for small hydroelectric facilities, with many technological and cost advantages over conventional rotors. The engine is mechanically simple, with a low manufacturing cost and low liability. Lift translators of the engine can be mathematically manipulated to ensure avoidance of cavitation. The application of the schneider engine in a small-scale Hydro site on the St. John river in Maine is described. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Schneider, Daniel J AU - Damstrom, Emory K Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 273 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MATHEMATIC MODELS, HYDROELECTRIC KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - MAINE KW - PRIME MOVERS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939375?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Schneider+Engine%3A+Performance+and+Applications+for+Hydropower&rft.au=Schneider%2C+Daniel+J%3BDamstrom%2C+Emory+K&rft.aulast=Schneider&rft.aufirst=Daniel&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=273&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MATHEMATIC MODELS, HYDROELECTRIC; PRIME MOVERS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; MAINE ER - TY - JOUR T1 - Practical Hydrology for Hydroplant Planning and Design AN - 14939308; 10775945 AB - Development, understanding, and application of hydrologic data are essential elements in the planning and design of hydroelectric plants. Hydrology provides a basis for estimating the generating capacity a stream can economically support. A generalized flow duration curve was developed for making energy potential estimates for sites in New England. Computer programs were used to calculate daily energy production based on the available head, turbine efficiencies, and flow. Flood control factors must also be considered during the design phase. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Dixon, John H Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 210 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - NEW ENGLAND KW - POWER PLANT DESIGN KW - FLOW MEASUREMENT KW - FLOOD CONTROL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939308?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Practical+Hydrology+for+Hydroplant+Planning+and+Design&rft.au=Dixon%2C+John+H&rft.aulast=Dixon&rft.aufirst=John&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=210&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT DESIGN; NEW ENGLAND; HYDROELECTRIC POWER, SMALL; FLOOD CONTROL; FLOW MEASUREMENT ER - TY - JOUR T1 - Modernization of Hydroelectric Units AN - 14939291; 10775939 AB - There are many existing hydrostations operating below their potential capability. Upgrading and modernization of these units is particularly attractive at the present time because of the escalating costs of new generating units and the need to develop renewable energy resources. Existing installations in Ontario Province, Canada, Pennsylvania, Washington, and Nevada have been retrofitted with modern equipment. The subsequent improvements in efficiency and increases in generating capacity are surveyed. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Wachter, Grover F Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 116 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - PUMPED STORAGE KW - PENNSYLVANIA KW - POWER PLANT EQUIPMENT KW - ONTARIO PROVINCE KW - MATHEMATIC MODELS, ECONOMICS KW - MATHEMATIC MODELS, HYDROELECTRIC KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - SEATTLE KW - HOOVER DAM KW - RETROFITTING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939291?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Modernization+of+Hydroelectric+Units&rft.au=Wachter%2C+Grover+F&rft.aulast=Wachter&rft.aufirst=Grover&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=116&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MATHEMATIC MODELS, HYDROELECTRIC; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY; SEATTLE; PUMPED STORAGE; POWER PLANT EQUIPMENT; PENNSYLVANIA; HOOVER DAM; ONTARIO PROVINCE; RETROFITTING; MATHEMATIC MODELS, ECONOMICS ER - TY - JOUR T1 - Economic Evaluation of Small-Scale Hydropower Plants AN - 14939257; 10775953 AB - Economic analysis techniques were applied to an inventory of existing and potential hydroelectric power sites in new York state. Preliminary cost estimates were made for 645 sites, which are categorized according to their prospects for development. The assessment indicated that 255 sites can be developed at a cost not exceeding 10 /kwh, and 84 sites at a cost not exceeding 5 /kwh. Construction costs, completed capital cost, installed capacity, and dependable capacity parameters were also considered. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Goodman, Alvin S AU - Brown, Ruben S Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 350 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PRICES, ELECTRICITY KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - POWER PLANT SITING KW - CAPITAL COSTS KW - NEW ENGLAND KW - NEW YORK STATE KW - POWER POOLS KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939257?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Economic+Evaluation+of+Small-Scale+Hydropower+Plants&rft.au=Goodman%2C+Alvin+S%3BBrown%2C+Ruben+S&rft.aulast=Goodman&rft.aufirst=Alvin&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=350&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PRICES, ELECTRICITY; CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; NEW ENGLAND; HYDROELECTRIC POWER, SMALL; NEW YORK STATE; GENERATING CAPACITY; POWER POOLS; POWER PLANT SITING; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Recent Congressional Action Affecting Small-Scale Hydropower AN - 14939229; 10775972 AB - The congressional climate and legislation enacted during 1978 to encourage the development of small-scale hydropower facilities are reviewed. In general, members of congress clearly shifted to an anti-environmental, pro-energy bias. The main piece of legislation to promote hydropower development is the Nat'l energy policy Act of 1978. Such small-scale hydropower development is expected to have fewer adverse impacts on the environment than the development of large-scale hydropower or coal and nuclear energy technologies will have. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Glazer, Sarah J Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 693 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - WETLANDS KW - LEGISLATION, FEDERAL KW - CONFERENCE PAPER KW - DAMS KW - CONTRACTS KW - POWER PLANT SITING KW - LAND USE PLANNING KW - ENV IMPACT ASSESSMENT KW - POWER PLANT CONSTRUCTION KW - FLOOD PLAINS KW - POLITICS, FEDERAL KW - RETROFITTING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939229?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Recent+Congressional+Action+Affecting+Small-Scale+Hydropower&rft.au=Glazer%2C+Sarah+J&rft.aulast=Glazer&rft.aufirst=Sarah&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=693&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DAMS; CONFERENCE PAPER; LEGISLATION, FEDERAL; HYDROELECTRIC POWER, SMALL; GENERATING CAPACITY; CONTRACTS; LAND USE PLANNING; POWER PLANT SITING; ENV IMPACT ASSESSMENT; POWER PLANT CONSTRUCTION; POLITICS, FEDERAL; FLOOD PLAINS; WETLANDS; RETROFITTING ER - TY - JOUR T1 - Powerhouse Restoration at Hagley AN - 14939203; 10775959 AB - The history of the hagley hydroelectric station, one of the earliest such installations in the U.S., is chronicled. The hagley dam was built on the brandywine river near Wilmington, del., in the 1980's. The plant was used to supply electricity to nearby mills until 1921. Plans were made to redevelop the facility in 1957. Reconstruction, initial operational problems, and problem resolution are discussed. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Deheer, Lee Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 460 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - DELAWARE KW - POWER PLANT OPERATION KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - FLOW MEASUREMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939203?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Powerhouse+Restoration+at+Hagley&rft.au=Deheer%2C+Lee&rft.aulast=Deheer&rft.aufirst=Lee&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=460&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DELAWARE; CONFERENCE PAPER; POWER PLANT OPERATION; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; TURBINE ENGINES, POWER PLANT ER - TY - JOUR T1 - Research and Development Needs for Alternative Approaches to Small Hydropower AN - 14939179; 10775947 AB - Alternative forms of hydropower recovery and turbine control are explained. Hydropower can be directly converted to thermal energy and used for water heating and other applications. Turbines and other equipment for this purpose need to be developed. The generation of unregulated electric power from hydroelectric stations is also being researched. The potential exists for using hot water from a Hydro site for local district heating. The use of variable speed turbines is discussed, and economic incentives for hydroelectric R&D are identified. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Fritz, Edward J Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 260 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - ECONOMIC INCENTIVES KW - ELECTRICITY USAGE KW - ELECTRICAL HEATING KW - DISTRICT HEATING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939179?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Research+and+Development+Needs+for+Alternative+Approaches+to+Small+Hydropower&rft.au=Fritz%2C+Edward+J&rft.aulast=Fritz&rft.aufirst=Edward&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=260&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 9 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ECONOMIC INCENTIVES; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; ELECTRICITY USAGE; ELECTRICAL HEATING; DISTRICT HEATING ER - TY - JOUR T1 - Small-Scale Hydroelectric Development at Existing Public Projects AN - 14939173; 10775942 AB - Small-scale hydroelectric development at existing public projects involves innovative design and operational concepts. Parameters to be considered in pursuing the public interest objective in such development include cost-effective design, functional constraints on Hydro additions to multiple purpose projects, and a reordering of traditional economic objectives to emphasize conservation. Alternative operational regimes must be analyzed in order to select the optimal generating mode for satisfying seasonal and regional demands. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Steiner, Daniel E AU - Stritt, Albert R Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 157 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - OIL CONSERVATION KW - PEAK LOAD STATIONS KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14939173?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydroelectric+Development+at+Existing+Public+Projects&rft.au=Steiner%2C+Daniel+E%3BStritt%2C+Albert+R&rft.aulast=Steiner&rft.aufirst=Daniel&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=157&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PEAK LOAD STATIONS; OIL CONSERVATION; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; GENERATING CAPACITY ER - TY - JOUR T1 - Development Concept for Kaplan Turbines AN - 14938834; 10775937 AB - Much attention has been given to the problem of reducing the cost of low-head hydroelectric power plants. From the classical vertical-shaft Kaplan turbine with direct driven umbrella-type generator, development has LED to the bulb, tube, and axial through-flow turbines. A modified through-flow arrangement is proposed to minimize concrete volume and to simplify design. This turbine concept with rotating rotor tube assembly offers many mechanical and hydraulic advantages over other turbine designs. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Hartmann, Otto Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 99 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POWER PLANT DESIGN KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - POWER PLANT CONSTRUCTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938834?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Development+Concept+for+Kaplan+Turbines&rft.au=Hartmann%2C+Otto&rft.aulast=Hartmann&rft.aufirst=Otto&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=99&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; POWER PLANT CONSTRUCTION ER - TY - JOUR T1 - Ossberger Cross-Flow Turbines AN - 14938830; 10775940 AB - The ossberger turbine Co. Of W. Germany has concentrated on the design and development of small turbine engines for small-scale hydroelectric power applications. Impulse-type turbines are produced, named cross-flow turbines because the water physically crosses the runner twice. The cross-flow of the water in its secondary action cleans the runner blades of any debris. This turbine can also efficiently cope with heads as low as three feet and as high as several hundred feet. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Stapenhorst, FWE Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 142 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938830?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Ossberger+Cross-Flow+Turbines&rft.au=Stapenhorst%2C+FWE&rft.aulast=Stapenhorst&rft.aufirst=FWE&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=142&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT ER - TY - JOUR T1 - Modern Small-Scale Hydroturbines AN - 14938829; 10775977 AB - The small-scale Francis and tubular Hydro turbines developed by sorumsand verksted a/s, a prominent Hydro turbine manufacturer in Norway, are described. The Francis turbines incorporate 12 different hydraulic configurations, use lubricant free bearings, and are horizontally arranged with the runner mounted directly to the free end of the generator shaft. The S-shaped tubular tubines use water-lubricated rubber bearings and use an arrangement of fixed guide vanes and runner blades to achieve various specific speeds. The costs and applications of each Hydro turbine are summarized. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Romcke, Nils H Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 764 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - PEAK LOAD KW - CONFERENCE PAPER KW - NORWAY KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - LOAD KW - POWER PLANT DESIGN KW - ELECTRICITY DEMAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938829?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Modern+Small-Scale+Hydroturbines&rft.au=Romcke%2C+Nils+H&rft.aulast=Romcke&rft.aufirst=Nils&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=764&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - NORWAY; CONFERENCE PAPER; PEAK LOAD; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; ELECTRICITY DEMAND; LOAD ER - TY - JOUR T1 - Feasibility Investigations of Five Low-Head Hydroelectric Projects Under Department of Energy Grant Program AN - 14938814; 10775958 AB - In 1978, DOE made Grants to study the feasibility of installing hydroelectric generating facilities at some 64 existing dams throughout the country. The results of the feasibility studies for five of these sites are presented. Economic and environmental analyses of these sites were also conducted. Various turbine engines and equipment configurations were considered. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Williamson, James V AU - Pietz, AWayne Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 452 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - POWER PLANT SITING KW - RELIABILITY KW - CAPITAL COSTS KW - FINANCING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938814?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Feasibility+Investigations+of+Five+Low-Head+Hydroelectric+Projects+Under+Department+of+Energy+Grant+Program&rft.au=Williamson%2C+James+V%3BPietz%2C+AWayne&rft.aulast=Williamson&rft.aufirst=James&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=452&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY; FINANCING; POWER PLANT SITING; RELIABILITY ER - TY - JOUR T1 - Small-Scale Hydropower Application of Hydroelectric Mini-Units AN - 14938790; 10775949 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Sattler, H Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 306 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - EFFICIENCY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938790?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydropower+Application+of+Hydroelectric+Mini-Units&rft.au=Sattler%2C+H&rft.aulast=Sattler&rft.aufirst=H&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=306&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; EFFICIENCY; GENERATING CAPACITY ER - TY - JOUR T1 - Marketability of Low-Head Hydropower AN - 14938775; 10775962 AB - Marketability studies of low-head hydroelectric power were conducted for the nine reliability council areas of the U.S. generating capacity, regional energy demands, revenues, investment, and annual loads were considered. Results show that the break-even cost for low-head Hydro is in the range of $600-1780/kw, with private financing. The capital cost credit due to transmission and distribution savings for some suitably located sites could be $100-300/kw of Hydro capacity. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Lee, Stephen T AU - Grimsrud, GPaul AU - Chan, Man-Loong AU - Marsh, Eric AU - Masters, Glenn H AU - Threadgill, JRandall AU - Watts, Abner W Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 527 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - RELIABILITY KW - CAPITAL COSTS KW - REVENUES KW - ELECTRICITY SUPPLY, REGION KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938775?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Marketability+of+Low-Head+Hydropower&rft.au=Lee%2C+Stephen+T%3BGrimsrud%2C+GPaul%3BChan%2C+Man-Loong%3BMarsh%2C+Eric%3BMasters%2C+Glenn+H%3BThreadgill%2C+JRandall%3BWatts%2C+Abner+W&rft.aulast=Lee&rft.aufirst=Stephen&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=527&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; REVENUES; ELECTRICITY SUPPLY, REGION; RELIABILITY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Idaho Falls Low-Head Hydroelectric Demonstration Project AN - 14938766; 10775960 AB - The Idaho falls hydroelectric Demonstration Project consists of three existing run-of-river power plants and associated diversion dams on the Snake River. The objectives are for the City of Idaho falls to increase energy generation at the three installations, and for DOE to obtain detailed data on an existing technology that may have applicability to the development of other low-head Hydro reserves. Upgrading of the plants included installation of bulb-type turbines. Flow duration curves were used to determine optimal equipment sizes. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Chavez, Pablo Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 464 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - SNAKE RIVER KW - GENERATING CAPACITY KW - CAPITAL COSTS KW - POWER PLANT EQUIPMENT KW - FLOW MEASUREMENT KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938766?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Idaho+Falls+Low-Head+Hydroelectric+Demonstration+Project&rft.au=Chavez%2C+Pablo&rft.aulast=Chavez&rft.aufirst=Pablo&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=464&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; FLOW MEASUREMENT; POWER PLANT EQUIPMENT; TURBINE ENGINES, POWER PLANT; SNAKE RIVER; GENERATING CAPACITY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - The Role of Small Hydroelectric Power Generation in the Energy Mix Development for the People's Republic of China AN - 14938666; 10775976 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Tseng, Alexander Ansheng AU - Binli, Deng AU - Wenshen, Mao AU - Zhaoxiang, Tu Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 755 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - CHINA, PEOPLE'S REPUBLIC KW - GENERATING CAPACITY KW - SOCIOECONOMICS KW - POWER PLANT EQUIPMENT KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - AUXILIARY EQUIPMENT KW - TRANSMISSION LINES KW - ELECTRIC POWER TRANSMISSION KW - POWER PLANT CONSTRUCTION KW - RURAL AREAS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938666?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Role+of+Small+Hydroelectric+Power+Generation+in+the+Energy+Mix+Development+for+the+People%27s+Republic+of+China&rft.au=Tseng%2C+Alexander+Ansheng%3BBinli%2C+Deng%3BWenshen%2C+Mao%3BZhaoxiang%2C+Tu&rft.aulast=Tseng&rft.aufirst=Alexander&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=755&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ELECTRIC POWER TRANSMISSION; CONFERENCE PAPER; SOCIOECONOMICS; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; POWER PLANT EQUIPMENT; POWER PLANT CONSTRUCTION; CHINA, PEOPLE'S REPUBLIC; AUXILIARY EQUIPMENT; RURAL AREAS; GENERATING CAPACITY; TRANSMISSION LINES ER - TY - JOUR T1 - Hydroelectric Development, Without Dams, Reservoirs and Penstocks AN - 14938647; 10775955 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Hoffman, Phillip R Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 388 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CAPITAL COSTS KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - GENERATING CAPACITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938647?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Hydroelectric+Development%2C+Without+Dams%2C+Reservoirs+and+Penstocks&rft.au=Hoffman%2C+Phillip+R&rft.aulast=Hoffman&rft.aufirst=Phillip&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=388&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; GENERATING CAPACITY ER - TY - JOUR T1 - Identification of Hydroelectric Research in Support of Small-Scale and Large-Scale Developments AN - 14938628; 10775954 AB - EPRI has initiated a program of identifying those areas of hydroelectric technology that can best reap the benefits of a coordinated effort of generic RD&D. Engineering studies will encompass the entire field from the small to the large conventional Hydro and the pumped storage Hydro. Projects for consideration or prioritization include: pump-turbine model and operation correlation studies; review and survey recent research in the U.S. and abroad; acoustic flow measurement verification; improved reliability of hydroplants; and development of improved analytical techniques for determination of economic feasibility of Hydro projects. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Ferreira, Antonio Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 378 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - RELIABILITY KW - CAPITAL COSTS KW - ELECTRIC POWER RESEARCH INSTITUTE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938628?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Identification+of+Hydroelectric+Research+in+Support+of+Small-Scale+and+Large-Scale+Developments&rft.au=Ferreira%2C+Antonio&rft.aulast=Ferreira&rft.aufirst=Antonio&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=378&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; ELECTRIC POWER RESEARCH INSTITUTE; RELIABILITY ER - TY - JOUR T1 - Energy Losses at Hydroelectric Power Plants AN - 14938417; 10775944 AB - An in-depth analysis of existing hydroelectric facilities and criteria for design and operation should be made to identify and assess the areas where generation can be increased and costs reduced. Sources of energy loss in Hydro stations are identified; these include waiting, head, flow, electrical, and head losses. Bulb turbines and other small turbines are useful for reducing energy loss in hydroelectric applications. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Purdy, C C Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 176 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - OIL CONSERVATION KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - TURBINE ENGINES, POWER PLANT KW - HYDROELECTRIC POWER KW - EFFICIENCY KW - GENERATING CAPACITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938417?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Energy+Losses+at+Hydroelectric+Power+Plants&rft.au=Purdy%2C+C+C&rft.aulast=Purdy&rft.aufirst=C&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=176&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - OIL CONSERVATION; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; TURBINE ENGINES, POWER PLANT; HYDROELECTRIC POWER; GENERATING CAPACITY; EFFICIENCY ER - TY - JOUR T1 - A Tale of Two Federal Systems: Canadian-American Law on Hydroelectric Development AN - 14938391; 10775975 AB - The differences and similarities in the approaches adopted by the U.S. and the Canadian governments to promote the development of hydroelectricity are reviewed. It is shown that the Canadian system of regulation of hydroelectric development has roots common to U.S. legal systems and is a useful gauge of the rationality of the current U.S. licensing system. However, the Canadian approach differs from that adopted in the U.S. in that it is more flexible and avoids duplication in the associated environmental review processes. The U.S. can learn much from the Canadian experience. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Brown, Peter W Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 738 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER KW - MARKETING KW - GENERATING CAPACITY KW - CANADA KW - POWER PLANT DESIGN KW - POLICY AND PLANNING, NON US KW - POWER PLANT LICENSING KW - PEAK LOAD KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - POLICY AND PLANNING, FEDERAL KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938391?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=A+Tale+of+Two+Federal+Systems%3A+Canadian-American+Law+on+Hydroelectric+Development&rft.au=Brown%2C+Peter+W&rft.aulast=Brown&rft.aufirst=Peter&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=738&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CANADA; CONFERENCE PAPER; PEAK LOAD; POWER PLANT LICENSING; ECONOMICS, HYDROELECTRIC; POWER PLANT DESIGN; POLICY AND PLANNING, NON US; POLICY AND PLANNING, FEDERAL; HYDROELECTRIC POWER; MARKETING; GENERATING CAPACITY; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - The Social Implications of Hydroelectric Energy AN - 14938369; 10776136 AB - The advantages and disadvantages of the widespread use of hydropower on U.S. society are discussed. The widespread development of hydropower could benefit society greatly because hydropower: has a source of energy that is renewable and free of any labor or price; has the highest efficiency of any prime energy mover; has the least pollution potential; has the most reliable outages; can be planned for new fish and wildlife habitat and conservation; can be designed to provide agricultural irrigation; can be designated for flood control; and in some cases, can be built to supplement a community's water supply. Disadvantages of hydropower are its vulnerability to drought and possible silting and land use problems. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Waring, John A Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 715 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - WATER SUPPLY KW - HYDROELECTRIC POWER KW - RENEWABLE RESOURCES KW - WILDLIFE KW - IRRIGATION KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - LAND USE PLANNING KW - FLOOD CONTROL KW - OPERATING AND MAINTENANCE COSTS KW - FISH, FRESHWATER KW - DROUGHT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938369?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Social+Implications+of+Hydroelectric+Energy&rft.au=Waring%2C+John+A&rft.aulast=Waring&rft.aufirst=John&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=715&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; WATER SUPPLY; RENEWABLE RESOURCES; HYDROELECTRIC POWER; WILDLIFE; LAND USE PLANNING; IRRIGATION; FLOOD CONTROL; FISH, FRESHWATER; OPERATING AND MAINTENANCE COSTS; DROUGHT ER - TY - JOUR T1 - Hydropower Development at Water Supply Dams AN - 14938209; 10775943 AB - Discussed is the development of hydroelectric power at dams used primarily for municipal water supply. Flow duration curves of three dam sites in Ohio are analyzed to determine Hydro potential. Possible sources of peaking at these water supply dams are identified. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Linzell, Lewis E Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 169 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - MULTIPLE USE, WATER KW - DAMS KW - CONFERENCE PAPER KW - WATER SUPPLY KW - OHIO KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14938209?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Hydropower+Development+at+Water+Supply+Dams&rft.au=Linzell%2C+Lewis+E&rft.aulast=Linzell&rft.aufirst=Lewis&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=169&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MULTIPLE USE, WATER; CONFERENCE PAPER; DAMS; WATER SUPPLY; OHIO; HYDROELECTRIC POWER; GENERATING CAPACITY ER - TY - JOUR T1 - Development of a Small-Scale Hydroelectric Project: Policy and Political Considerations, Broadwater Dam, Montana AN - 14937641; 10775968 AB - Development of policies concerning hydroelectric power at state owned water projects has been a major effort of the Montana Dept. of Natural Resources and conservation during the last two years. Several policies that have been developed by dnrc concerning the financing of electricity production at the broadwater dam site on the Missouri River in Montana are outlined. The impact of these policies on the economic prospects of the electric utility currently providing power to the area near the dam is evaluated. Dnrc will share the benefits from its hydroelectric development with the operating utility. The power will be sold at a price somewhere between the full value of the power and the cost of producing the power. The utility will operate and maintain the hydroelectric power plant. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Bondy, Richard L Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 662 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - POLITICS, STATE AND LOCAL KW - IRRIGATION KW - ELECTRICITY SALES KW - MONTANA KW - PRICES, ELECTRICITY KW - CONFERENCE PAPER KW - DAMS KW - ECONOMICS, HYDROELECTRIC KW - POLICY AND PLANNING, STATE AND LOCAL KW - REVENUES KW - OPERATING AND MAINTENANCE COSTS KW - ELECTRICITY SUPPLY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937641?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Development+of+a+Small-Scale+Hydroelectric+Project%3A+Policy+and+Political+Considerations%2C+Broadwater+Dam%2C+Montana&rft.au=Bondy%2C+Richard+L&rft.aulast=Bondy&rft.aufirst=Richard&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=662&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PRICES, ELECTRICITY; MONTANA; DAMS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; POLITICS, STATE AND LOCAL; POLICY AND PLANNING, STATE AND LOCAL; IRRIGATION; ELECTRICITY SALES; OPERATING AND MAINTENANCE COSTS; REVENUES; ELECTRICITY SUPPLY ER - TY - JOUR T1 - Waterpower: an Agenda for the 80's AN - 14937615; 10775935 AB - One of the priorities for alternative energy development in the 1980's will be hydroelectric power. Rising prices and dwindling supplies of oil and natural gas are making the potential for hydroelectric generation look increasingly attractive. Currently, such technology provides 13% of the U.S. total electric power supply, with an installed capacity of 60,000 Mw. The gross potential for low-head Hydro is estimated to be five times this amount. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Gravel, Mike Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 79 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SYNTHETIC FUELS KW - CONFERENCE PAPER KW - NATURAL GAS SUPPLY KW - OIL SUPPLY KW - HYDROELECTRIC POWER, SMALL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937615?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Waterpower%3A+an+Agenda+for+the+80%27s&rft.au=Gravel%2C+Mike&rft.aulast=Gravel&rft.aufirst=Mike&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=79&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SYNTHETIC FUELS; CONFERENCE PAPER; NATURAL GAS SUPPLY; HYDROELECTRIC POWER, SMALL; OIL SUPPLY ER - TY - JOUR T1 - Federal Reserved Water Rights: Impact on Small-Scale Hydropower Development AN - 14937544; 10775969 AB - The impact of federal reserved water rights on small-scale hydropower development is discussed. The history of federal reserved water rights since 1908 is traced, and the issue of whether the federal government may assert its reserved water right on behalf of nonfederal entities to assist in hydropower development is considered. Until numerous legal uncertainties concerning the scope of federal reserved water rights are eliminated and these rights are systematically identified and quantified, the actual impact of federal reserved water rights on hydropower development is impossible to predict. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Fisher, Gary J Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 667 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - LEGISLATION, FEDERAL KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - AESTHETICS KW - WILDLIFE KW - POWER PLANT SITING KW - LAND USE PLANNING KW - RESOURCE ALLOCATION KW - WATER LAW KW - WATERSHEDS KW - FISH, FRESHWATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937544?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Federal+Reserved+Water+Rights%3A+Impact+on+Small-Scale+Hydropower+Development&rft.au=Fisher%2C+Gary+J&rft.aulast=Fisher&rft.aufirst=Gary&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=667&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 15 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATERSHEDS; CONFERENCE PAPER; LEGISLATION, FEDERAL; HYDROELECTRIC POWER, SMALL; FISH, FRESHWATER; AESTHETICS; WILDLIFE; LAND USE PLANNING; POWER PLANT SITING; WATER LAW; RESOURCE ALLOCATION ER - TY - JOUR T1 - The Financing of Small-Scale Hydropower AN - 14937521; 10775967 AB - Various methods of financing small-scale hydroelectric projects at the municipal level are evaluated. These methods include state or federal Grant monies, equity financing, tax-exempt bond financing, and the use of take-or-pay contracts. Tax exempt financing is likely to provide a large part or all of the capital financing needed to develop most small municipal hydropower sites. Thorough review of the available tax-exempt options in conjunction with a review of local needs and revenue potential can make the difference between a feasible and unfeasible hydroelectric project and can minimize the capital risk that is ultimately accepted by the municipality. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Tuttle, George L Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 657 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - HYDROELECTRIC POWER, SMALL KW - ECONOMIC INCENTIVES KW - ELECTRICITY SALES KW - TAXATION, STATE AND LOCAL KW - ELECTRICITY DEMAND KW - FINANCING KW - LABOR COSTS KW - CONFERENCE PAPER KW - PROFITS KW - ECONOMICS, HYDROELECTRIC KW - CONTRACTS KW - POWER PLANT SITING KW - CAPITAL COSTS KW - NEW JERSEY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937521?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Financing+of+Small-Scale+Hydropower&rft.au=Tuttle%2C+George+L&rft.aulast=Tuttle&rft.aufirst=George&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=657&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; PROFITS; HYDROELECTRIC POWER, SMALL; CONTRACTS; POWER PLANT SITING; ECONOMIC INCENTIVES; CAPITAL COSTS; TAXATION, STATE AND LOCAL; ELECTRICITY SALES; ELECTRICITY DEMAND; FINANCING; NEW JERSEY; LABOR COSTS ER - TY - JOUR T1 - The Future Role of Hydropower in the World Energy Context AN - 14937507; 10775934 AB - Hydroelectric power has a key role in meeting future global needs by providing a clean, continually renewable energy resource. This technology also provides assistance with control of water for improved and assured food production and reduced damage from floods. The many advantages to Hydro technology are identified; the technology is well-proved, available, reliable, and non-polluting. The development of worldwide hydropower potential can help reduce dependence on petroleum fuels. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Armstrong, Ellis L Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 69 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - ENERGY SUPPLY, REGION KW - CONFERENCE PAPER KW - OIL SUPPLY KW - HYDROELECTRIC POWER, SMALL KW - HYDROELECTRIC POWER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937507?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Future+Role+of+Hydropower+in+the+World+Energy+Context&rft.au=Armstrong%2C+Ellis+L&rft.aulast=Armstrong&rft.aufirst=Ellis&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=69&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ENERGY SUPPLY, REGION; CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; OIL SUPPLY; HYDROELECTRIC POWER ER - TY - JOUR T1 - Small-Scale Hydro: the Use of Pumps as Turbines AN - 14937106; 10775938 AB - The use of standard pumping equipment as hydraulic turbines for hydroelectric power generation is discussed. The application of pumps as turbines reduces initial plant costs and annual operating costs, as pumps are standardized units whereas turbines are custom designed for each particular installation. Initial studies indicate that unit capacities of 100-1500 kw under heads of 10-25 FT are particularly appropriate for pumps. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Lawrence, John D Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 108 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - PUMPING SYSTEMS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14937106?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydro%3A+the+Use+of+Pumps+as+Turbines&rft.au=Lawrence%2C+John+D&rft.aulast=Lawrence&rft.aufirst=John&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=108&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY; PUMPING SYSTEMS ER - TY - JOUR T1 - Redevelopment of Older Hydroelectric Generating Plants: a Three-Phase Approach AN - 14936830; 10775941 AB - Hydroelectric power is a clean, renewable, proved energy technology. Existing Hydro stations are being upgraded and modernized to meet the need for alternative energy sources and to avoid escalating costs associated with new units. A three-phase approach for evaluating hydroplant restoration and uprating is proposed. Phase one entails the accumulation of site information. Feasibility and economic studies make up phase two, and phase three involves engineering and design investigations. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Trott, Alfred G Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 154 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - POWER PLANT OPERATION KW - POWER PLANT DESIGN KW - HYDROELECTRIC POWER, SMALL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14936830?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Redevelopment+of+Older+Hydroelectric+Generating+Plants%3A+a+Three-Phase+Approach&rft.au=Trott%2C+Alfred+G&rft.aulast=Trott&rft.aufirst=Alfred&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=154&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - POWER PLANT OPERATION; CONFERENCE PAPER; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL ER - TY - JOUR T1 - Small-Scale Hydroelectric Generation and the Salt River Project AN - 14936378; 10775966 AB - The Salt River project in Arizona began as a water reclamation and distribution program, using dams and canals to deliver water to agricultural users. Low-head hydroelectric facilities were added as an afterthought. In 1978, DOE initiated studies to identify potential sites for furthering Hydro development in this region. A cost-benefit analysis indicates that such development is technically and economically feasible for the region. The project displaces 4,000 bbl/yr of fuel oil and has no adverse environmental impacts. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Lauerman, Eugene J Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 626 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - ECONOMICS, HYDROELECTRIC KW - HYDROELECTRIC POWER, SMALL KW - CAPITAL COSTS KW - FLOW MEASUREMENT KW - POWER PLANT EQUIPMENT KW - ARIZONA KW - COST BENEFIT ANALYSIS, HYDROELECTRIC KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14936378?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Scale+Hydroelectric+Generation+and+the+Salt+River+Project&rft.au=Lauerman%2C+Eugene+J&rft.aulast=Lauerman&rft.aufirst=Eugene&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=626&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CAPITAL COSTS; CONFERENCE PAPER; ECONOMICS, HYDROELECTRIC; HYDROELECTRIC POWER, SMALL; POWER PLANT EQUIPMENT; FLOW MEASUREMENT; ARIZONA; COST BENEFIT ANALYSIS, HYDROELECTRIC ER - TY - JOUR T1 - Small-Hydro Control and Operation AN - 14936366; 10775936 AB - Several small-Hydro installations with simplified, automatic control systems have been made during the last 20 years. In each case, primary load control is accomplished by the runner blades with an intake gate or valve provided for tight water shutoff. Generator controls and protection devices incorporated in these systems are described. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Mayo, Howard A Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 89 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - TURBINE ENGINES, POWER PLANT KW - GENERATING CAPACITY KW - PRIME MOVERS KW - POWER PLANT DESIGN KW - POWER PLANT EQUIPMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14936366?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Small-Hydro+Control+and+Operation&rft.au=Mayo%2C+Howard+A&rft.aulast=Mayo&rft.aufirst=Howard&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=89&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; PRIME MOVERS; POWER PLANT DESIGN; HYDROELECTRIC POWER, SMALL; POWER PLANT EQUIPMENT; TURBINE ENGINES, POWER PLANT; GENERATING CAPACITY ER - TY - JOUR T1 - The Annapolis Tidal Power Pilot Project AN - 14936295; 10775759 AB - Described is the development of a tidal power pilot project on the Annapolis River of Nova Scotia, Canada. Feasibility studies were conducted to identify optimal generating equipment and to determine power production capacity of chosen sites. In an average year, the river flow into headponds would contribute 9% of the total energy produced, assuming a 17.8% Mw capacity unit. JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Baker, G C AU - Wilson, E M AU - Miller, H AU - Gibson, R A AU - Balls, M Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 550 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - TURBINE ENGINES, POWER PLANT KW - TIDAL ENERGY KW - GENERATING CAPACITY KW - RELIABILITY KW - NOVA SCOTIA KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14936295?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=The+Annapolis+Tidal+Power+Pilot+Project&rft.au=Baker%2C+G+C%3BWilson%2C+E+M%3BMiller%2C+H%3BGibson%2C+R+A%3BBalls%2C+M&rft.aulast=Baker&rft.aufirst=G&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=550&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; TURBINE ENGINES, POWER PLANT; TIDAL ENERGY; GENERATING CAPACITY; RELIABILITY; NOVA SCOTIA ER - TY - JOUR T1 - Environmental Impact Assessment Methodology of Small-Scale Hydroelectric Projects AN - 14142255; 10383903 JF - Usace/Doe Waterpower 79 Symp, Wash DC AU - Carlisle, Richard K AU - Lystra, Donald W Y1 - 1979/10/01/ PY - 1979 DA - 1979 Oct 01 SP - 492 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CONFERENCE PAPER KW - HYDROELECTRIC POWER, SMALL KW - MICHIGAN KW - WATER LEVELS KW - FISHERIES, FRESHWATER KW - ENV IMPACT ASSESSMENT KW - FLOW MEASUREMENT KW - FLOOD CONTROL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14142255?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.atitle=Environmental+Impact+Assessment+Methodology+of+Small-Scale+Hydroelectric+Projects&rft.au=Carlisle%2C+Richard+K%3BLystra%2C+Donald+W&rft.aulast=Carlisle&rft.aufirst=Richard&rft.date=1979-10-01&rft.volume=&rft.issue=&rft.spage=492&rft.isbn=&rft.btitle=&rft.title=Usace%2FDoe+Waterpower+79+Symp%2C+Wash+DC&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; HYDROELECTRIC POWER, SMALL; FLOOD CONTROL; FLOW MEASUREMENT; MICHIGAN; WATER LEVELS; FISHERIES, FRESHWATER; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Reconnaissance geology of the inner continental shelf, Cape Fear region, North Carolina AN - 51926126; 1980-039648 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Meisburger, E P Y1 - 1979/09// PY - 1979 DA - September 1979 SP - 135 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-3 SN - 0271-499X, 0271-499X KW - United States KW - Cape Fear KW - sedimentation KW - shorelines KW - oceanography KW - engineering geology KW - beaches KW - North Carolina KW - sediments KW - inner shelf KW - continental shelf KW - ocean floors KW - Atlantic Coastal Plain KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51926126?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Meisburger%2C+E+P&rft.aulast=Meisburger&rft.aufirst=E&rft.date=1979-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Reconnaissance+geology+of+the+inner+continental+shelf%2C+Cape+Fear+region%2C+North+Carolina&rft.title=Reconnaissance+geology+of+the+inner+continental+shelf%2C+Cape+Fear+region%2C+North+Carolina&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 73 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates, sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Atlantic Coastal Plain; beaches; Cape Fear; continental shelf; engineering geology; inner shelf; North Carolina; ocean floors; oceanography; sedimentation; sediments; shorelines; United States ER - TY - BOOK T1 - Cazenovia Creek watershed, New York AN - 51910325; 1980-048168 JF - Cazenovia Creek watershed, New York Y1 - 1979/09// PY - 1979 DA - September 1979 SP - 403 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - hydrology KW - North America KW - legislation KW - Appalachians KW - hydrogeology KW - Appalachian Plateau KW - New York KW - natural resources KW - surveys KW - Cazenovia Creek KW - economics KW - Seneca County New York KW - management KW - zoning KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51910325?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Cazenovia+Creek+watershed%2C+New+York&rft.title=Cazenovia+Creek+watershed%2C+New+York&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - Senate Document No. 96-37, Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Reservoir Storage Determination by Computer Simulation of Flood Control and Conservation Systems AN - 19449549; 7399322 AB - The paper presents ways that a comprehensive simulation computer program (HEC-5) can be used in planning a water resources system composed primarily of multipurpose reservoir with flood control as a major project purpose. In addition, techniques for determining reservoir storage requirements for flood control, water supply and hydropower are presented. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S Y1 - 1979/09// PY - 1979 DA - September 1979 SP - 16 KW - Water Resources Abstracts KW - Reservoir Storage KW - Flood Control KW - Computer Programs KW - Computers KW - Planning KW - Water Supply KW - Hydroelectric Plants KW - Multipurpose Reservoirs KW - Water Resources KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19449549?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S&rft.aulast=Eichert&rft.aufirst=B&rft.date=1979-09-01&rft.volume=&rft.issue=&rft.spage=16&rft.isbn=&rft.btitle=Reservoir+Storage+Determination+by+Computer+Simulation+of+Flood+Control+and+Conservation+Systems&rft.title=Reservoir+Storage+Determination+by+Computer+Simulation+of+Flood+Control+and+Conservation+Systems&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Hydropower: the Role of the U.S. Army Corps of Engineers AN - 14931213; 10772345 AB - The importance of hydropower to the U.S. energy base is discussed. As the nation's primary agency for water resources development and management, USACE plays a significant role in meeting the nation's power needs by building and operating hydropower plants in connection with its large multi-purpose dams. USACE continues to increase energy production from its existing dams by adding new hydropower units and by using pumped storage. The development of additional hydroelectric facilities-both large capacity and small scale-is being investigated. JF - USACE Report Ep 1165-2-317 Y1 - 1979/09// PY - 1979 DA - Sep 1979 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - ENERGY STORAGE KW - PEAK LOAD KW - HYDROELECTRIC POWER KW - GENERATING CAPACITY KW - US ARMY CORPS OF ENGINEERS KW - CONSTRUCTION COSTS KW - ECONOMICS, ELECTRICITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14931213?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Report+Ep+1165-2-317&rft.atitle=Hydropower%3A+the+Role+of+the+U.S.+Army+Corps+of+Engineers&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Report+Ep+1165-2-317&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 7 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ENERGY STORAGE; US ARMY CORPS OF ENGINEERS; PEAK LOAD; HYDROELECTRIC POWER; GENERATING CAPACITY; CONSTRUCTION COSTS; ECONOMICS, ELECTRICITY ER - TY - JOUR T1 - Analytical Review of Research Reports on the Social Impacts of Water Resources Development Projects AN - 14130403; 10377342 AB - Eighty-one post-audit analyses that have identified social impacts of Water Resources development projects are examined to provide a basis for understanding what constitutes a social impact and how such impacts are related to project actions. Specific objectives are to: maximize the use of existing research methods and results by project planners; identify patterns of current research to enable the planner to evaluate existing knowledge about social impacts of Water Resources development projects; and suggest future directions for research. (numerous graphs, references, tables) JF - USACE Inst for Water Resour Report 79-1 AU - Hitchcock, An Henry H AU - Strobel, RChester Y1 - 1979/09// PY - 1979 DA - Sep 1979 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - WATER RESOURCES PLANNING KW - DAM CONSTRUCTION KW - COST BENEFIT ANALYSIS, WATER KW - LAND USE PLANNING KW - AGRICULTURAL LAND KW - WATER RESOURCES DEVELOPMENT KW - ENV IMPACT ASSESSMENT KW - RESERVOIRS KW - FLOOD CONTROL KW - ECONOMICS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14130403?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Inst+for+Water+Resour+Report+79-1&rft.atitle=Analytical+Review+of+Research+Reports+on+the+Social+Impacts+of+Water+Resources+Development+Projects&rft.au=Hitchcock%2C+An+Henry+H%3BStrobel%2C+RChester&rft.aulast=Hitchcock&rft.aufirst=An+Henry&rft.date=1979-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Inst+for+Water+Resour+Report+79-1&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; WATER RESOURCES PLANNING; DAM CONSTRUCTION; RESERVOIRS; FLOOD CONTROL; COST BENEFIT ANALYSIS, WATER; ECONOMICS, WATER; AGRICULTURAL LAND; LAND USE PLANNING; WATER RESOURCES DEVELOPMENT; ENV IMPACT ASSESSMENT ER - TY - JOUR T1 - Beach changes at Westhampton Beach, New York, 1962-73 AN - 51979849; 1980-012019 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - DeWall, A E Y1 - 1979/08// PY - 1979 DA - August 1979 SP - 129 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-5 SN - 0193-5992, 0193-5992 KW - Westhampton Beach KW - United States KW - erosion KW - sedimentation KW - data KW - shorelines KW - rates KW - engineering geology KW - beaches KW - New York KW - marine installations KW - environment KW - groins KW - surveys KW - profiles KW - construction KW - changes KW - Atlantic Coastal Plain KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51979849?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=DeWall%2C+A+E&rft.aulast=DeWall&rft.aufirst=A&rft.date=1979-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Beach+changes+at+Westhampton+Beach%2C+New+York%2C+1962-73&rft.title=Beach+changes+at+Westhampton+Beach%2C+New+York%2C+1962-73&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 14 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - Atlantic Coastal Plain; beaches; changes; construction; data; engineering geology; environment; erosion; groins; marine installations; New York; profiles; rates; sedimentation; shorelines; surveys; United States; Westhampton Beach ER - TY - RPRT T1 - HEC Contribution to Reservoir System Operation AN - 19478328; 8192903 AB - The development, support, and application of HEC computer programs for reservoir system analysis are described. Applications of the programs to many types of reservoir studies are reviewed and referenced. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S AU - Bonner, V R Y1 - 1979/08// PY - 1979 DA - Aug 1979 SP - 34 KW - Water Resources Abstracts KW - Computer Programs KW - Reservoirs KW - Systems Analysis KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19478328?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S%3BBonner%2C+V+R&rft.aulast=Eichert&rft.aufirst=B&rft.date=1979-08-01&rft.volume=&rft.issue=&rft.spage=34&rft.isbn=&rft.btitle=HEC+Contribution+to+Reservoir+System+Operation&rft.title=HEC+Contribution+to+Reservoir+System+Operation&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Feasibility Analysis in Small Hydropower Planning AN - 19451232; 7399321 AB - The Hydrologic Engineering Center, Corps of Engineers, has prepared a manual entitled "Feasibility Studies for Small Scale Hydropower Additions". The manual provides technical data and procedural guidance for the systematic appraisal of the viability of potential small hydropower additions and focuses upon the concepts, technology, and economic and financial issues unique to these additions. This paper presents the significant findings and conclusions that became evident from the studies performed during preparation of the manual. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W AU - Smith, B W Y1 - 1979/08// PY - 1979 DA - August 1979 SP - 26 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Evaluation KW - Feasibility KW - Feasibility Studies KW - Engineering KW - Planning KW - Hydroelectric Plants KW - Appraisals KW - Systematics KW - Manuals KW - Q2 09161:General KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19451232?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W%3BSmith%2C+B+W&rft.aulast=Davis&rft.aufirst=D&rft.date=1979-08-01&rft.volume=&rft.issue=&rft.spage=26&rft.isbn=&rft.btitle=Feasibility+Analysis+in+Small+Hydropower+Planning&rft.title=Feasibility+Analysis+in+Small+Hydropower+Planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Review and Evaluation of Existing Contingency Plans and Response Capabilities to Oil and Hazardous Substance Spills in a Winter Environment on the Great Lakes System and St. Lawrence River AN - 14131310; 10382956 AB - Contingency plans of State, federal, and Canadian governments for handling oil and hazardous material spills on the Great Lakes and the St. Lawrence river are surveyed. Early warning and detection systems, and response procedures are described. The legal and financial responsibilities of carriers and governmental agencies in the event of such spills are also included. Oil cleanup and containment schemes involve the use of dispersants, skimmers, and equipment designed for land spills. The containment and recovery strategies for mitigating hazardous spills are discussed. JF - St Lawrence-Eastern Ontario Comm/Usace Report Dacw 35-79-R-0042 Y1 - 1979/08// PY - 1979 DA - Aug 1979 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CHEMICAL SPILLS KW - ENV MANAGEMENT, STATE AND LOCAL KW - TRANSPORTATION SAFETY KW - CANADA KW - ECONOMICS, WATER KW - LAW, STATE AND LOCAL KW - ST LAWRENCE RIVER KW - OIL SKIMMERS KW - MONITORING, WATER KW - GREAT LAKES KW - OIL SPILL CLEANUP KW - WATER POLLUTION EQUIPMENT KW - DISPERSANTS KW - OIL SPILL DETECTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14131310?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=St+Lawrence-Eastern+Ontario+Comm%2FUsace+Report+Dacw+35-79-R-0042&rft.atitle=Review+and+Evaluation+of+Existing+Contingency+Plans+and+Response+Capabilities+to+Oil+and+Hazardous+Substance+Spills+in+a+Winter+Environment+on+the+Great+Lakes+System+and+St.+Lawrence+River&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-08-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=St+Lawrence-Eastern+Ontario+Comm%2FUsace+Report+Dacw+35-79-R-0042&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CHEMICAL SPILLS; OIL SKIMMERS; MONITORING, WATER; ENV MANAGEMENT, STATE AND LOCAL; GREAT LAKES; OIL SPILL CLEANUP; CANADA; TRANSPORTATION SAFETY; WATER POLLUTION EQUIPMENT; OIL SPILL DETECTION; LAW, STATE AND LOCAL; DISPERSANTS; ECONOMICS, WATER; ST LAWRENCE RIVER ER - TY - JOUR T1 - Sediment distribution, sand resources, and geologic character of the inner continental shelf off Galveston County, Texas AN - 51978690; 1980-012018 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Williams, S J AU - Prins, D A AU - Meisburger, E P Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 159 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-4 SN - 0193-5992, 0193-5992 KW - United States KW - resources KW - geophysical surveys KW - erosion KW - data KW - deposits KW - oceanography KW - Galveston County Texas KW - sediments KW - sand KW - clastic sediments KW - sedimentation KW - geophysical methods KW - shorelines KW - Texas KW - reflection methods KW - Gulf Coastal Plain KW - distribution KW - seismic methods KW - environment KW - marine environment KW - inner shelf KW - surveys KW - profiles KW - continental shelf KW - 28:Economic geology of nonmetal deposits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51978690?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Williams%2C+S+J%3BPrins%2C+D+A%3BMeisburger%2C+E+P&rft.aulast=Williams&rft.aufirst=S&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sediment+distribution%2C+sand+resources%2C+and+geologic+character+of+the+inner+continental+shelf+off+Galveston+County%2C+Texas&rft.title=Sediment+distribution%2C+sand+resources%2C+and+geologic+character+of+the+inner+continental+shelf+off+Galveston+County%2C+Texas&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 35 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates, geol. sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - clastic sediments; continental shelf; data; deposits; distribution; environment; erosion; Galveston County Texas; geophysical methods; geophysical surveys; Gulf Coastal Plain; inner shelf; marine environment; oceanography; profiles; reflection methods; resources; sand; sedimentation; sediments; seismic methods; shorelines; surveys; Texas; United States ER - TY - JOUR T1 - Sand resources of southeastern Lake Michigan AN - 51977940; 1980-012017 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Meisburger, E P AU - Williams, S J AU - Prins, D A Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 61 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-3 SN - 0193-5992, 0193-5992 KW - United States KW - resources KW - geophysical surveys KW - erosion KW - lakes KW - possibilities KW - beaches KW - Lake Michigan KW - Indiana KW - sediments KW - Great Lakes KW - southeastern Lake Michigan KW - construction KW - sand KW - North America KW - clastic sediments KW - Burns Harbor KW - sedimentation KW - geophysical methods KW - shorelines KW - reflection methods KW - economic geology KW - seismic methods KW - environment KW - surveys KW - profiles KW - Michigan KW - Manistee KW - 28:Economic geology of nonmetal deposits UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51977940?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Meisburger%2C+E+P%3BWilliams%2C+S+J%3BPrins%2C+D+A&rft.aulast=Meisburger&rft.aufirst=E&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sand+resources+of+southeastern+Lake+Michigan&rft.title=Sand+resources+of+southeastern+Lake+Michigan&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - beaches; Burns Harbor; clastic sediments; construction; economic geology; environment; erosion; geophysical methods; geophysical surveys; Great Lakes; Indiana; Lake Michigan; lakes; Manistee; Michigan; North America; possibilities; profiles; reflection methods; resources; sand; sedimentation; sediments; seismic methods; shorelines; southeastern Lake Michigan; surveys; United States ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 5: Southeast Region AN - 19480271; 8193034 AB - This is Volume 5 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ceiwr, C-H Y1 - 1979/07// PY - 1979 DA - Jul 1979 SP - 220 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Hydraulics KW - Statistics KW - Potential resources KW - Assessments KW - Hydroelectric power KW - Boundaries KW - Hydroelectric Plants KW - Surveys KW - Capacity KW - Q2 09169:Fluid mechanics KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19480271?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ceiwr%2C+C-H&rft.aulast=Ceiwr&rft.aufirst=C-H&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=220&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+5%3A+Southeast+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+5%3A+Southeast+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2014-05-07 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 3: Mid-Continent Region AN - 19480009; 8193036 AB - This is Volume 3 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ceiwr, C-H Y1 - 1979/07// PY - 1979 DA - Jul 1979 SP - 262 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Hydraulics KW - USA KW - Statistics KW - Potential resources KW - Assessments KW - Hydroelectric power KW - Boundaries KW - Hydroelectric Plants KW - Surveys KW - Capacity KW - Q2 09169:Fluid mechanics KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19480009?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ceiwr%2C+C-H&rft.aulast=Ceiwr&rft.aufirst=C-H&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=262&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+3%3A+Mid-Continent+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+3%3A+Mid-Continent+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2014-05-07 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 6: Northeast Region AN - 19476654; 8193765 AB - This is Volume 6 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ceiwr, C-H Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 342 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Hydraulics KW - USA KW - Statistics KW - Potential resources KW - Assessments KW - Hydroelectric power KW - Boundaries KW - Hydroelectric Plants KW - Surveys KW - Capacity KW - Q2 09169:Fluid mechanics KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476654?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ceiwr%2C+C-H&rft.aulast=Ceiwr&rft.aufirst=C-H&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=342&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+6%3A+Northeast+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+6%3A+Northeast+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 4: Lake Central Region AN - 19476292; 8193035 AB - This is Volume 4 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Ceiwr, C-H Y1 - 1979/07// PY - 1979 DA - Jul 1979 SP - 236 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Hydraulics KW - USA KW - Lakes KW - Statistics KW - Potential resources KW - Assessments KW - Hydroelectric power KW - Boundaries KW - Hydroelectric Plants KW - Surveys KW - Capacity KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476292?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Ceiwr%2C+C-H&rft.aulast=Ceiwr&rft.aufirst=C-H&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=236&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+4%3A+Lake+Central+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+4%3A+Lake+Central+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2014-05-07 ER - TY - RPRT T1 - Feasibility Studies for Small Scale Hydropower Additions A Guide Manual AN - 19476243; 8192899 AB - This manual provides technical data and procedural guidance for the systematic appraisal of the viability of potential small hydropower additions. It focuses upon the concepts, technology, and hydropower additions. The manual is designed to aide in the performance of reconnaissance studies and feasibility studies, and was developed for use by public agencies and public and private utilities. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center Y1 - 1979/07// PY - 1979 DA - Jul 1979 SP - 390 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Evaluation KW - Feasibility KW - Feasibility Studies KW - Hydroelectric Plants KW - Appraisals KW - Systematics KW - Manuals KW - Utilities KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476243?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=390&rft.isbn=&rft.btitle=Feasibility+Studies+for+Small+Scale+Hydropower+Additions+A+Guide+Manual&rft.title=Feasibility+Studies+for+Small+Scale+Hydropower+Additions+A+Guide+Manual&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2014-05-07 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 1: Pacific Northwest Region AN - 19461637; 7890735 AB - This is Volume 1 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 260 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Sustainability Science Abstracts; Water Resources Abstracts KW - Feasibility studies KW - Hydraulics KW - Statistics KW - Hydroelectric power KW - Hydroelectric Plants KW - Surveys KW - hydroelectric power KW - INE, USA, Pacific Northwest KW - Potential resources KW - Assessments KW - Boundaries KW - Capacity KW - culture KW - Q2 09169:Fluid mechanics KW - M3 1010:Issues in Sustainable Development KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19461637?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Sustainability+Science+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=260&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+1%3A+Pacific+Northwest+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+1%3A+Pacific+Northwest+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - National Hydroelectric Power Resources Study Preliminary Inventory of Hydropower Resources Volume 2: Pacific Southwest Region AN - 19459702; 7890734 AB - This is Volume 2 of the Preliminary Inventory of Hydropower Resources, which is a component of the Corps' National Hydropower Study. There are five more volumes, which are divided along regional boundaries of the United States. The regions have been arbitrarily selected, but each roughly approximates broad physical and cultural divisions of the country. The purpose of these reports is to provide preliminary estimates of the existing and potentially feasible hydroelectric power resources in the Untied States, and to briefly evaluate their regional significance. Each volume contains a description of the methods of study, national and regional summary statistics and a brief assessment of the resource potential. Appendix 1 of each volume contains individual state summary totals with the data grouped in various hydraulic head and capacity ranges, and an inventory of all potentially feasible sites in each state included in the appropriate region. Appendix 2 of each volume is a brief description of the hydroelectric power terms used in the reports. Appendix 3 contains a list of Corps of Engineers Division and District field offices. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Anonymous Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 154 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - ISEW, Pacific KW - Hydraulics KW - USA KW - Statistics KW - Potential resources KW - Assessments KW - Hydroelectric power KW - Boundaries KW - Hydroelectric Plants KW - Surveys KW - Capacity KW - Q2 09169:Fluid mechanics KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459702?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=154&rft.isbn=&rft.btitle=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+2%3A+Pacific+Southwest+Region&rft.title=National+Hydroelectric+Power+Resources+Study+Preliminary+Inventory+of+Hydropower+Resources+Volume+2%3A+Pacific+Southwest+Region&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Determining Peak-Discharge Frequencies in an Urbanizing Watershed: A Case Study AN - 19453535; 7399323 AB - A case study is presented of a hydrologic investigation of the Red Run Drain-Lower Clinton River watershed, an area near Detroit, Michigan, that has undergone urbanization since the 1940's. The purpose of the study was to determine peak-discharge frequencies at gaged and ungaged locations for existing and future conditions. Population density was used as an indicator of urbanization in relationships defining unit hydrograph parameters and hydrologically significant impervious area. Input parameters for a single event rainfall-runoff simulation model (HEC-1) were developed to reflect watershed conditions in the years 1940, 1950, 1960 and 1975. The input parameters were verified by reconstructing observed flood events that occurred at these points in time. Sets of synthetic winter and summer storm hyetographs were input to HEC-1 to develop a series of curves for two gaging stations that relate peak discharge to magnitude of synthetic storm for each watershed condition. The curves were used to transform the series of recorded annual peak discharges at teach gage to a stationary series that reflects 1975 watershed conditions. Discharge frequency estimates were then developed for ungaged locations using winter and summer synthetic storms that were assigned exceedance frequencies consistent with actual exceedance frequencies at the gaged locations. Projections of future population density were the basis for developing HEC-1 input parameters representing year 2000 and 2025 watershed conditions. Estimates of peak discharge-frequencies for the future conditions were made at the gaged and ungaged locations using the methods described above. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Daly, S F AU - Peters, J C Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 22 KW - Water Resources Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - USA, Michigan, Clinton R. KW - Discharge Frequency KW - Urbanization KW - Annual variations KW - Case Studies KW - Population density KW - River discharge KW - Freshwater KW - Watersheds KW - Storms KW - Gages KW - Hydrologic Models KW - USA, Michigan, Detroit KW - Floods KW - Population Density KW - Q2 09171:Dynamics of lakes and rivers KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19453535?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Daly%2C+S+F%3BPeters%2C+J+C&rft.aulast=Daly&rft.aufirst=S&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Determining+Peak-Discharge+Frequencies+in+an+Urbanizing+Watershed%3A+A+Case+Study&rft.title=Determining+Peak-Discharge+Frequencies+in+an+Urbanizing+Watershed%3A+A+Case+Study&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Continuous Hydrologic Simulation of the West Branch DuPage River above West Chicago: An Application of Hydrocomp's HSP AN - 19452343; 7399341 AB - The purpose of this report was to document the calibration and application of an HSP model for the DuPage River basin, and to evaluate HSP as a tool in urban hydrologic analysis. Topics were discussed in the following order: model structure, parameters, and data requirements; a description of the study basin, parameter calibration, and land use; calibration results, long record simulation, estimation of discharge frequency, and conclusions. An HSP continuous hydrologic simulation model of the West Branch DuPage River above West Chicago was calibrated and verified, long-record precipitation and other meteorologic data were assembled and provided as input to the model, and resulting annual peak discharges used to estimate discharge frequency at the gage site for constant present conditions. Continuous hydrologic simulation provides a viable alternative as a method of analysis for urban hydrologic systems. It requires large amounts of data and significant labor to calibrate an HSP model to a specific basin. For studies that warrant such a detailed definition of the hydrologic process, the model provides a rational representation of basin hydrology that could be applied to the investigation of complex water resource problems. JF - Research Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Cermak, R J Y1 - 1979/07// PY - 1979 DA - July 1979 SP - 76 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - USA, Illinois, Chicago KW - Rivers KW - Hydrologic Systems KW - River Basins KW - Resource management KW - Discharge Frequency KW - Annual variations KW - River discharge KW - Water resources KW - River basins KW - Precipitation KW - Freshwater KW - Land use KW - Labour KW - Hydrologic Models KW - Calibrations KW - Hydrology KW - Hydrologic Data KW - Water Resources KW - Q2 09162:Methods and instruments KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19452343?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Cermak%2C+R+J&rft.aulast=Cermak&rft.aufirst=R&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=76&rft.isbn=&rft.btitle=Continuous+Hydrologic+Simulation+of+the+West+Branch+DuPage+River+above+West+Chicago%3A+An+Application+of+Hydrocomp%27s+HSP&rft.title=Continuous+Hydrologic+Simulation+of+the+West+Branch+DuPage+River+above+West+Chicago%3A+An+Application+of+Hydrocomp%27s+HSP&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2007-06-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Feasibility Studies for Small Scale Hydropower Additions: A Guide Manual AN - 19246618; 8104018 AB - This manual provides technical data and procedural guidance for the systematic appraisal of the viability of potential small hydropower additions. It focuses upon the concepts, technology, and economic and financial issues unique to small hydropower additions, and was developed for use by public agencies, public and private utilities, and private investors. A significant major positive feature of small hydropower additions is that many of the important environmental issues have been previously resolved, since the impoundment site exists and is presently in service. Physical facilities can be kept simple and functional, so that implementation will be possible in relatively short time frames. Small hydropower projects include installations that have 15,000 kilowatts or less capacity. The cost of fossil fuels is expected to continue to grow and thus increase the economic attractiveness of small hydropower such that within the next 10 years, upwards of 2,000 sites may warrant serious study for implementation. A documented procedure is provided for performing a market analysis, the economic feasibility determination, and the financial feasibility determination. Procedures needed to determine the integrity of the existing structure during the passage of major flood events, and to determine the capacity and energy potential at the site are detailed. Another prerequisite to serious consideration of a site for a small hydro addition is that it be capable of meeting current dam safety standards. Procedures are given for selecting electromechanical and civil features suitable for small hydropower additions. (Moore-SRC) JF - Army Corps of Engineers Report, July 1979. 321 p, 113 Fig, 42 Tab, 118 Ref. Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Feasibility studies KW - Hydroelectric power KW - Economic aspects KW - Hydrologic aspects KW - Safety KW - Impoundments KW - Financial feasibility KW - Hydroelectric plants KW - Damsites KW - Stability analysis KW - Cost-benefit analysis KW - Civil engineering KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19246618?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Feasibility+Studies+for+Small+Scale+Hydropower+Additions%3A+A+Guide+Manual&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 5: Southeast Region AN - 19212672; 8002722 AB - National potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried and results are presented for the Southeast states of Arkansas, Louisiana, Mississippi, Alabama, Tennessee, Georgia , Florida, South Carolina, North Carolina, and Virginia. The inventory shows that the maximum physical potential for all sites in the Southeast region is approximately 48,000 MW. This amount represents about 9% of the national total. Of the potential inventoried only 11,800 MW have been installed. By upgrading and expanding existing facilities another 13,000 MW could be produced. Installation of new facilities at the remaining useful undeveloped sites would produce another 23,200 MW. Approximately 2% of the regions facilities are small scale -- mostly located in North Carolina and South Carolina. Tables are presented giving capacities for all six national regions. Tables of state-by-state estimates for all existing, incremental , and developed sites in the Southeast region are given. The tables include project name, owner, location, drainage area, and various capacity values. Basic data on existing facilities were taken from the Corps ' National Inventory of Dams which lists approximately 50,000 dams. (Seigler-IPA) JF - Vol 5 of 6 July 1979. 194 p, 4 Fig, 12 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Arkansas KW - Louisiana KW - Mississippi KW - Alabama KW - Georgia KW - Tennessee KW - Virginia KW - North Carolina KW - South Carolina KW - Florida KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19212672?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+5%3A+Southeast+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 1: Pacific Northwest Region AN - 19208852; 8002718 AB - Potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried for the Pacific Northwest states of Washington, Oregon, Idaho, and Alaska. This area has the largest portion of the nation 's installed capacity and generates 48% of the country 's hydroelectric total. Estimates of total potential for the region exceed 327,000 MW of which 26,800 MW have been installed. Another 33,300 MW could be produced by upgrading and expanding existing plants while the capacity for new installations is 267 ,500 MW. Of the installed capacity, most are large units with small units accounting for only 2% of the total. Tables are presented giving capacities for the six national regions (Pacific Northwest, Pacific Southwest, Mid-Continent, Lake Central, Southeast, and Northeast). Tables of state-by-state estimates for all existing, incremental, and developed sites in the Pacific Northwest are also provided. The tables include project name, river name, owner, location, drainage area, and various capacity values. Basic data on existing facilities taken from the Corps ' National Inventory of Dams which lists approximately 50,000 dams. (Seigler-IPA) JF - Vol 1 of 6 July 1979. 242 p, 4 Fig, 6 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army). Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Pacific Northwest U.S KW - Electric power KW - Washington KW - Oregon KW - Idaho KW - Alaska KW - Energy KW - Reservoirs KW - Damsites KW - Surveys KW - Electric generators KW - Powerplants KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19208852?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+1%3A+Pacific+Northwest+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 4: Lake Central Region AN - 19208792; 8002721 AB - National potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried and results are presented for the Lake Central states of Minnesota, Iowa, Missouri, Wisconsin, Illinois, Kentucky, Indiana, Michigan, and Ohio. The estimated 26,000 MW of potential energy in the area represents approximately 5% of the nation 's total. In the area 2,600 MW have been installed. By expanding and upgrading existing facilities another 15,800 MW could be realized. Installing powerplants at the remaining potentially feasible sites would produce an additional 7,800 MW. The region has a large percentage (24%) of small-scale plants especially in Michigan and Wisconsin. Tables are presented giving capacities for all six national regions (Pacific Northwest, Pacific Southwest, Mid-Continent, Lake Central, Southeast, and Northeast). Tables of state-by-state estimates for all existing, incremental, and developed sites in the Lake Central region are also provided. The tables include project name, owner, location, drainage area, and various capacity values. Basic data on existing facilities were taken from the Corps ' National Inventory of Dams which lists approximately 50 ,000 dams. (Seigler-IPA) JF - Vol 4 of 6 July 1979. 214 p, 4 Fig, 11 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Minnesota KW - Iowa KW - Missouri KW - Illinois KW - Wisconsin KW - Michigan KW - Indiana KW - Kentucky KW - Ohio KW - Energy KW - Reservoirs KW - Damsites KW - Surveys KW - Electric generators KW - Powerplants KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19208792?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+4%3A+Lake+Central+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 6: Northeast Region AN - 19207875; 8002723 AB - National potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried and results are presented for the Northeast states of Maine, New Hampshire, Vermont, Massachusetts, Connecticut, Delaware, New Jersey, New York, Pennsylvania, Rhode Island, and West Virginia. Although undeveloped hydropower potential data was not available for six of the states, it is estimated that the region has a potential of 33,000 MW. This amount represents about 11% of the nation 's total potential. Only 6,100 MW of the regions potential has been installed. Upgrading and expanding existing facilities could result in an additional 18,700 MW. Development of the other potential sites would produce 8,500 MW. The states with the highest potential for incremental development are New York, Maine, and New Hampshire. Tables are presented giving capacities for all six national regions. Also, tables of state-by-state estimates for all existing, incremental , and developed sites in the Southeast region are given. The tables include project name, owner, location, drainage area, and various capacity values. Basic data on existing facilities were taken from the Corps ' National Inventory of Dams which lists approximately 50,000 dams. (Seigler-IPA) JF - Vol 6 of 6 July 1979. 314 p, 4 Fig, 14 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Connecticut KW - Delaware KW - Maine KW - Massachusetts KW - New Hampshire KW - New Jersey KW - New York KW - Pennsylvania KW - Rhode Island KW - Vermont KW - West Virginia KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19207875?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+6%3A+Northeast+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 2: Pacific Southwest Region AN - 19204605; 8002719 AB - National potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried and the results are presented for the Pacific Southwest states of Arizona, California, Hawaii, Nevada, and Utah. This area has approximately 6% of the total potential capacity for the United States. Of the 33,000 MW of potential capacity only 9,900 MW have been installed. Another 6,000 MW could be realized by upgrading and expanding existing projects. Less than 4% of the total installed capacity is produced by small-scale facilities. Tables are presented giving capacities for the six national regions (Pacific Northwest, Pacific Southwest, Mid-Continent, Lake Central, Southeast, and Northeast). Tables of state-by-state estimates for all existing, incremental, and developed sites in the Pacific Southwest are also provided. The tables include project name, river name, owner, location, drainage area, and various capacity values. Basic data on existing facilities were taken from the Corp 's National Inventory of Dams which lists approximately 50,000 dams. (Seigler-IPA) JF - Vol 2 of 6 July 1979. 136 p, 4 Fig, 7 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Southwest U.S KW - Electric power KW - Hawaii KW - California KW - Nevada KW - Utah KW - Arizona KW - Energy KW - Reservoirs KW - Damsites KW - Surveys KW - Electric generators KW - Powerplants KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19204605?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+2%3A+Pacific+Southwest+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - National Hydroelectric Power Resources Study, Preliminary Inventory of Hydropower Resources, Volume 3: Mid-Continent Region AN - 19203949; 8002720 AB - National potentially feasible hydropower resources from both existing dams and undeveloped sites were preliminarily inventoried and results are presented for the Mid-Continent states of Montana, Wyoming, Colorado, New Mexico, Texas, Oklahoma, Kansas, Nebraska, South Dakota, and North Dakota. For the area, a maximum potential of 44,000 MW represents approximately 9% of the nation 's total potential. Of the total estimated capacity for the area, only 6,500 MW have been installed. By upgrading and expanding existing facilities another 7,800 MW could be realized leaving a potential 29,900 MW undeveloped. Less than 3% of the total installed capacity is in the form of small-scale facilities. Colorado, Texas, and Montana have the largest potential for incremental development. Tables are presented giving capacities for all six national regions. Tables of state-by-state estimates for all existing, incremental , and developed sites in the Mid-Continent region are also provided. The tables include project name, river name, owner, location, drainage area, and various capacity values. Basic data on existing facilities were taken from the Corps ' National Inventory of Dams which lists approximately 50,000 dams. (Seigler-IPA) JF - Vol 3 of 6 July 1979. 247 p, 4 Fig, 12 Tab, 3 Append. AU - Sigleo, W R AU - Hanchey, J R AU - Nolton, D G AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/07// PY - 1979 DA - Jul 1979 KW - Water Resources Abstracts KW - Hydroelectric power KW - Hydroelectric plants KW - Dams KW - Montana KW - Wyoming KW - Colorado KW - New Mexico KW - Texas KW - Oklahoma KW - Kansas KW - Nebraska KW - South Dakota KW - North Dakota KW - Energy KW - Reservoirs KW - Damsites KW - Surveys KW - Electric generators KW - Powerplants KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19203949?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=National+Hydroelectric+Power+Resources+Study%2C+Preliminary+Inventory+of+Hydropower+Resources%2C+Volume+3%3A+Mid-Continent+Region&rft.au=Sigleo%2C+W+R%3BHanchey%2C+J+R%3BNolton%2C+D+G&rft.aulast=Sigleo&rft.aufirst=W&rft.date=1979-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Sediments, shallow subbottom structure, and sand resources of the inner continental shelf, central Delmarva Peninsula AN - 51976587; 1980-012020 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Field, M E Y1 - 1979/06// PY - 1979 DA - June 1979 SP - 122 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-2 SN - 0271-499X, 0271-499X KW - United States KW - resources KW - geophysical surveys KW - erosion KW - data KW - oceanography KW - Cenozoic KW - beaches KW - acoustical methods KW - topography KW - sediments KW - Maryland KW - horizons KW - Delmarva Peninsula KW - Atlantic Coastal Plain KW - sand KW - structure KW - Delaware KW - Virginia KW - Quaternary KW - clastic sediments KW - textures KW - sedimentation KW - geophysical methods KW - reflection methods KW - distribution KW - seismic methods KW - Tertiary KW - environment KW - inner shelf KW - surveys KW - profiles KW - continental shelf KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51976587?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Field%2C+M+E&rft.aulast=Field&rft.aufirst=M&rft.date=1979-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sediments%2C+shallow+subbottom+structure%2C+and+sand+resources+of+the+inner+continental+shelf%2C+central+Delmarva+Peninsula&rft.title=Sediments%2C+shallow+subbottom+structure%2C+and+sand+resources+of+the+inner+continental+shelf%2C+central+Delmarva+Peninsula&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 81 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates, geol. sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - acoustical methods; Atlantic Coastal Plain; beaches; Cenozoic; clastic sediments; continental shelf; data; Delaware; Delmarva Peninsula; distribution; environment; erosion; geophysical methods; geophysical surveys; horizons; inner shelf; Maryland; oceanography; profiles; Quaternary; reflection methods; resources; sand; sedimentation; sediments; seismic methods; structure; surveys; Tertiary; textures; topography; United States; Virginia ER - TY - JOUR T1 - Relation between immersed weight and volume rates of longshore transport AN - 51977498; 1980-012021 JF - Technical Paper - U. S. Army Corps of Engineers, Coastal Engineering Research Center AU - Galvin, C J Y1 - 1979/05// PY - 1979 DA - May 1979 SP - 14 PB - U. S. Army Corps of Engineers, Waterways Experiment Station, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-1 SN - 0271-499X, 0271-499X KW - currents KW - environment KW - transport KW - marine environment KW - sedimentation KW - data KW - shorelines KW - longshore currents KW - rates KW - marine transport KW - ocean currents KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51977498?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Galvin%2C+C+J&rft.aulast=Galvin&rft.aufirst=C&rft.date=1979-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Relation+between+immersed+weight+and+volume+rates+of+longshore+transport&rft.title=Relation+between+immersed+weight+and+volume+rates+of+longshore+transport&rft.issn=0271499X&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 13 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - currents; data; environment; longshore currents; marine environment; marine transport; ocean currents; rates; sedimentation; shorelines; transport ER - TY - JOUR T1 - Bank erosion control with vegetation, San Francisco Bay, California AN - 51926848; 1980-039650 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Newcombe, C L AU - Morris, J H AU - Knutson, P L AU - Gorbics, C S Y1 - 1979/05// PY - 1979 DA - May 1979 SP - 36 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-2 SN - 0193-5992, 0193-5992 KW - United States KW - marshes KW - erosion KW - biomass KW - stability KW - shorelines KW - vegetation KW - California KW - engineering geology KW - mires KW - San Francisco Bay KW - Western U.S. KW - erosion control KW - Pacific Coast KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51926848?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Newcombe%2C+C+L%3BMorris%2C+J+H%3BKnutson%2C+P+L%3BGorbics%2C+C+S&rft.aulast=Newcombe&rft.aufirst=C&rft.date=1979-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Bank+erosion+control+with+vegetation%2C+San+Francisco+Bay%2C+California&rft.title=Bank+erosion+control+with+vegetation%2C+San+Francisco+Bay%2C+California&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 30 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, plates, sketch maps N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - biomass; California; engineering geology; erosion; erosion control; marshes; mires; Pacific Coast; San Francisco Bay; shorelines; stability; United States; vegetation; Western U.S. ER - TY - BOOK T1 - Cazenovia Creek watershed, New York AN - 51872846; 1981-015833 JF - Cazenovia Creek watershed, New York Y1 - 1979/05// PY - 1979 DA - May 1979 SP - 420 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - hydrology KW - New York KW - impact statements KW - environmental geology KW - watersheds KW - surveys KW - Cazenovia Creek KW - Seneca County New York KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51872846?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Cazenovia+Creek+watershed%2C+New+York&rft.title=Cazenovia+Creek+watershed%2C+New+York&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables N1 - SuppNotes - House Document No. 96-126; Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Chevron USA proposed pipeline installation, Santa Barbara Channel AN - 51409718; 1985-030593 JF - Chevron USA proposed pipeline installation, Santa Barbara Channel Y1 - 1979/05// PY - 1979 DA - May 1979 VL - 78-EIR-16 KW - United States KW - East Pacific KW - Northeast Pacific KW - impact statements KW - pipelines KW - North American Pacific KW - California KW - Santa Barbara Channel KW - North Pacific KW - energy sources KW - Pacific Ocean KW - environmental geology KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51409718?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Chevron+USA+proposed+pipeline+installation%2C+Santa+Barbara+Channel&rft.title=Chevron+USA+proposed+pipeline+installation%2C+Santa+Barbara+Channel&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Availability - U. S. Geol. Surv., Los Angeles, CA, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Environmental impact report/environmental assessment, in two volumes N1 - Last updated - 2012-06-07 ER - TY - JOUR T1 - Disposal of Dredged Material Within the New York District: Volume I-Present Practices and Candidate Alternatives AN - 19198918; 8003586 AB - The two volumes of this report present results of a detailed evaluation of the dredged material ocean disposal program of the New York District of the U.S. Corps of Engineers. While there is clearly a need for continued dredging in the area, there are major environmental problems, mostly centered around the disposal of dredged material containing such contaminants as heavy metals, petroleum compounds, and synthetic organic compounds. Volume I examines the current program and its impacts in the New York Bight. Annual volumes of material dredged between 1970 and 1976 ranged from 8 to 19.5 million cubic yards. Area conditions which might signify environmental degradation include low water bottom oxygen content, declining commercial fish harvests, and increased incidence of fish diseases and kills. Continued dumping of dredged material and the current Mud Dump disposal site would probably directly affect only a relatively small area of the bottom. Alternatives were sorted into three categories: not currently reasonable, possible in special cases, and possible in special cases and feasible for larger volumes of dredged material. Three alternatives were placed in the third category and are most likely to provide acceptable disposal in the area: shallow ocean disposal, subaqueous borrow pits, and confined upland disposal. Open ocean disposal is recommended only as a last alternative. Measures to reduce the volume of dredged material include selective dredging and sediment control. (Arnold-NC) JF - Performed for U.S. Army Corps of Engineers, New York District May 1979. MITRE Technical Report MTR-7808. 360 p, 34 Fig, 59 Tab , 321 Ref, 5 Append. DACW51-C-77-0061. AU - Conner, W G AU - Aurand, D AU - Leslie, M AU - Slaughter, J AU - Amr, A AD - MITRE Corp. McLean, VA. METREK Div Y1 - 1979/05// PY - 1979 DA - May 1979 KW - Water Resources Abstracts KW - Dredging KW - Waste disposal KW - Management alternatives KW - Ocean dumping KW - Contaminants KW - Disposal KW - Dredged material KW - New York KW - Land treatment KW - New York Bight KW - Chemical effects KW - Biological effects KW - Socioeconomic effects KW - Channels KW - Marine ecosystems KW - Federal Water Pollution Control Act Amendments KW - Borrow pits KW - Wetlands KW - SW 3050:Ultimate disposal of wastes KW - SW 3020:Sources and fate of pollution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19198918?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Disposal+of+Dredged+Material+Within+the+New+York+District%3A+Volume+I-Present+Practices+and+Candidate+Alternatives&rft.au=Conner%2C+W+G%3BAurand%2C+D%3BLeslie%2C+M%3BSlaughter%2C+J%3BAmr%2C+A&rft.aulast=Conner&rft.aufirst=W&rft.date=1979-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - BOOK T1 - '77 recreation statistics T2 - EP 1130-2-401 AN - 59087419; 1979-1905511 AB - Recreational use of the Corps' lake and waterway projects. JF - Supt Docs, April 1979. 45 pp. Y1 - 1979/04// PY - 1979 DA - April 1979 SP - 45 PB - Supt Docs KW - United States -- Army -- Engineers corps KW - Recreation areas -- Statistics KW - Lakes -- United States KW - Waterways -- United States UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59087419?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=%2777+recreation+statistics&rft.title=%2777+recreation+statistics&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - Supt Docs $3.50 N1 - Document feature - il(s), table(s), map(s) N1 - Last updated - 2016-09-28 ER - TY - JOUR T1 - An Annotated Bibliography on Water Conservation AN - 19210258; 7908594 AB - Recent interest in the role of conservation in water supply planning has prompted an urgent need for information in the area of water conservation planning. The currently available literature on water conservation measures was surveyed. About 750 items were reviewed in both published and unpublished sources including government manuals, pamphlets, research reports, masters theses, doctoral dissertations, and conference proceedings. Items selected are representative of the major problems in the area. Each item is annotated with the bibliographic reference; a summary for each describes objectives , reports methodology, and summarizes and critically appraises the salient findings. Author index included. (Schaefer-IPA) JF - Submitted to U.S. Army Engineer Institute for Water Resources, Fort Belvoir, Virginia April 1979. IWR Contract Report 79-3. 187 p. DACW72-78-M-0752. AU - Baumann, D D AU - Alley, K AU - Boland, J AU - Carver, P AU - Kranzer, B AD - Planning and Management Consultants Ltd. Carbondale, IL Y1 - 1979/04// PY - 1979 DA - Apr 1979 KW - Water Resources Abstracts KW - Water conservation KW - Bibliographies KW - Publications KW - Documentation KW - Abstracts KW - Planning KW - Water policy KW - Water management(Applied) KW - Water KW - Water distribution(Applied) KW - Water demand KW - SW 8030:Secondary publication and distribution UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19210258?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=An+Annotated+Bibliography+on+Water+Conservation&rft.au=Baumann%2C+D+D%3BAlley%2C+K%3BBoland%2C+J%3BCarver%2C+P%3BKranzer%2C+B&rft.aulast=Baumann&rft.aufirst=D&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Wetland Values: Concepts and Methods for Wetlands Evaluation AN - 19206016; 7909433 AB - Guidelines for the identification and evaluation of the physical , biological, and human use characteristics of wetlands are presented. These guidelines are primarily intended to serve as an operational guide for wetland studies made in conjunction with Corps of Engineers civil works activities and regulatory functions. Wetlands are defined and described. Basic functions and values covered are: natural biological functions including food chain productivity and habitat, usage as sanctuaries, shoreline protection, groundwater recharge, storage for flood and stream water, water quality improvement, hydrologic support, and cultural values. Specific criteria for determining the efficiency with which these functions are performed are identified. Wetland evaluation methods discussed include a non-quantitative method in which individual wetland areas are evaluated based on the deductive analysis of their individual functional characteristics, and a semi-quantitative method in which the relative values of two or more site alternatives are established through the mathematical rating summation of their functional relationships. An analysis of a hypothetical wetland is included. (Seigler-IPA) JF - Available from the National Technical Information Service, Springfield VA 22161 as AD-A069 088, Price codes: A06 in paper copy, A01 in microfiche. Research Report No. 79-R1, February 1979. Supercedes Wetland Values-Interim Assessment and Evaluation Methodology. 116 p, 5 fig, 11 tab, 146 ref. AU - Reppert, R T AU - Sigleo, W AU - Stakhiv, E AU - Messman, L AU - Meyers, C AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/04// PY - 1979 DA - Apr 1979 KW - Water Resources Abstracts KW - Wetlands KW - Analysis KW - Evaluation KW - Classification KW - Biological communities KW - Food chains KW - Ecosystems KW - Habitats KW - Sanctuaries KW - Shore protection KW - Groundwater recharge KW - Water quality KW - Hydrologic systems KW - Flood protection KW - Environmental effects KW - Coastal marshes KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19206016?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Wetland+Values%3A+Concepts+and+Methods+for+Wetlands+Evaluation&rft.au=Reppert%2C+R+T%3BSigleo%2C+W%3BStakhiv%2C+E%3BMessman%2C+L%3BMeyers%2C+C&rft.aulast=Reppert&rft.aufirst=R&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - The Role of Conservation in Water Supply Planning AN - 19196922; 7908595 AB - A definition of water conservation is formulated, the adequacy of knowledge on the available conservation measures is assessed, and the requirements and needs for implementation are identified. Conservation is attained when a measure results in a reduction in use and the overall benefits exceed the costs. There are several major weaknesses inherent in the evaluations of conservation measures because most did not rely on analyses of carefully designed empirical studies. Cost estimates and information necessary for implementation of management and planning measures are poorly understood and are a priori at best. Little is known about the range of possible environmental effects of water conservation. Analysis of conservation measures must focus not only upon specific measures, but also upon the effects of combinations of measures. Information requirements, method of analysis, and salient problems are identified; the analytical approach described does not follow the process of traditional water planning procedures. The report provides the conceptual basis of water conservation planning and purposes a methodology. The theoretical approach is presented not with the expectation that it will be implemented, but with the recommendation that model plans be prepared and made available to those in the field. (Schaefer-IPA) JF - Prepared for U.S. Army Engineer Institute for Water Resources, Fort Belvoir, Virginia April 1979. IWR Contract Report 79-2. 123 p, 16 tab, 87 ref. DACW72-78-C-D022. AU - Baumann, D D AU - Boland, J J AU - Sims, J H AU - Kranzer, B AU - Carver, PH AD - Southern Illinois Univ. at Carbondale. Dept. of Geography Y1 - 1979/04// PY - 1979 DA - Apr 1979 KW - Water Resources Abstracts KW - Water conservation KW - Water management(Applied) KW - Water policy KW - Water supply KW - Project planning KW - Conservation KW - Evaluation KW - Analytical techniques KW - Environmental effects KW - Methodology KW - Water utilization KW - Water resources development KW - SW 4010:Techniques of planning UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19196922?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=The+Role+of+Conservation+in+Water+Supply+Planning&rft.au=Baumann%2C+D+D%3BBoland%2C+J+J%3BSims%2C+J+H%3BKranzer%2C+B%3BCarver%2C+PH&rft.aulast=Baumann&rft.aufirst=D&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Future Thinking: Fad or Necessity AN - 19188162; 7909465 AB - The changing attitudes, problems and positions of water resources planners are discussed. The standard view of planning, that it is limited to factual consideration of means toward ends which are established outside of the planning process, is almost useless to field planners. Planning success is no longer measured by the traditional yardstick of new structures, but by the basic quality and availability of our water. Two views of water resources planning, scientific-administration and political-legislation, are considered. The current trend is away from making planners into politicians and toward making politicians, planners. The emerging role of water resources planners requires that they use their expertise to generate new options to meet changing social values rather than to rely on comfortable, timeworn solutions. Planners must also be managers which entails anticipating and mitigating conflicts, involving people, and facilitating concensus along the way. Failure to hone these skills as managers will increase planning and operating costs, decrease responsiveness to public needs, and weaken the nation. Thinking about the future is creating, designing, and expanding options. It is a management strategy as well as a ' scientific ' analysis. (Seigler-IPA) JF - Water Spectrum Vol. 11, No. 2, p 9-15. Spring 1979. 5 fig. AU - Priscoli, J D AD - Institute for Water Resources (Army) Fort Belvoir, VA Y1 - 1979/04// PY - 1979 DA - Apr 1979 KW - Water Resources Abstracts KW - Water resources KW - Water resources development KW - Water supply KW - Planning KW - Forecasting KW - Droughts KW - Political aspects KW - Administration KW - Floods KW - Federal government KW - Social aspects KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19188162?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Future+Thinking%3A+Fad+or+Necessity&rft.au=Priscoli%2C+J+D&rft.aulast=Priscoli&rft.aufirst=J&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Impact of Dam and Lake Construction on Rural Economies AN - 19185602; 7909483 AB - The economic impacts of five multipurpose dam and lake projects located in rural areas of Kansas and Missouri were assessed. Elements of land use, population and employment, and government and taxes were evaluated as indicators. The four projects in Kansas are Perry, Ponona, Tuttle Creek, and Milford. The fifth project, Pomme de Terre, is located in southwestern Missouri. Each of these projects has potential for considerable recreation development and each lake is between 30 and 150 miles of the Kansas City metropolitan area. The assessment time frame focused on three distinct phases of project land acquisition and development. There is little evidence that government land acquisition for the projects had a significant adverse effect on the economics of the project counties. Those people immediately touched by the acquisition of their land, however, undoubtly suffered acute economic disruption and probably faced considerable social adjustment. The projects introduced a new industry, recreation, to the counties. Large numbers of people have been attracted to the lakes. However, it is difficult to detect a significant economic contribution by the recreation industry to the local economy. Also, the lakes have stimulated relatively little capital investment. It is probable that the economic benefits are distributed throughout a large region and reach, especially into the metropolitan cities where recreation facility users live, work, and shop. (Seigler-IPA) JF - IWR Research Report No. 79-R4. Submitted to the U.S. Army Engineer Institute for Water Resources April 1979. 29 p, 4 fig, 11 tab, 15 ref. AU - Gjesdahl, D AU - Drake, W AD - Corps of Engineers Omaha, NE. Missouri River Div. Lab Y1 - 1979/04// PY - 1979 DA - Apr 1979 KW - Water Resources Abstracts KW - Social impact KW - Land use KW - Economic impact KW - Dams KW - Lakes KW - Recreation KW - Population KW - Employment KW - Taxes KW - Planning KW - Land acquisition KW - Water resources development KW - Social aspects KW - Rural areas KW - Missouri KW - Kansas KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19185602?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Impact+of+Dam+and+Lake+Construction+on+Rural+Economies&rft.au=Gjesdahl%2C+D%3BDrake%2C+W&rft.aulast=Gjesdahl&rft.aufirst=D&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Impact of Dam and Lake Construction on Rural Economies AN - 14117708; 10372643 AB - The socioeconomic impacts of vie rural dam and lake projects (four in Kansas and one in Missouri) constructed by USACE are evaluated. Changes in land use, population, employment, governments, and tax structures and revenue levels are measured. Based on these parameters, there is little evidence that governmental land acquisition for the dam and lake projects had a significant adverse effect on the economy of the project areas. However, people immediately affected by the acquisition of their land suffered acute economic disruption and social adjustment problems. In general, the projects have introduced new BASIC industry to the areas and created new recreational attractions. JF - USACE Inst for Water Resour Res Report 79-R4 AU - Gjesdahl, David AU - Drake, William Y1 - 1979/04// PY - 1979 DA - Apr 1979 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - KANSAS KW - BOATING KW - TAXATION, STATE AND LOCAL KW - SOCIOECONOMIC IMPACT ASSESSMENT KW - DAM CONSTRUCTION KW - RECREATION, OUTDOOR, WATER KW - AGRICULTURAL LAND KW - LAND USE PLANNING KW - US ARMY CORPS OF ENGINEERS KW - EMPLOYMENT KW - MISSOURI KW - REVENUES KW - RURAL AREAS KW - SEASONAL COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14117708?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+Inst+for+Water+Resour+Res+Report+79-R4&rft.atitle=Impact+of+Dam+and+Lake+Construction+on+Rural+Economies&rft.au=Gjesdahl%2C+David%3BDrake%2C+William&rft.aulast=Gjesdahl&rft.aufirst=David&rft.date=1979-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE+Inst+for+Water+Resour+Res+Report+79-R4&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOCIOECONOMIC IMPACT ASSESSMENT; RECREATION, OUTDOOR, WATER; DAM CONSTRUCTION; LAND USE PLANNING; AGRICULTURAL LAND; US ARMY CORPS OF ENGINEERS; KANSAS; BOATING; EMPLOYMENT; TAXATION, STATE AND LOCAL; RURAL AREAS; REVENUES; MISSOURI; SEASONAL COMPARISONS ER - TY - RPRT T1 - Ouachita River basin reconnaissance report AN - 50730715; 1990-011501 JF - Ouachita River basin reconnaissance report Y1 - 1979/03// PY - 1979 DA - March 1979 SP - 178 KW - United States KW - hydrology KW - forests KW - water supply KW - erosion KW - agriculture KW - mineral resources KW - levees KW - Ouachita River basin KW - floods KW - environmental geology KW - surveys KW - ecology KW - Louisiana KW - water resources KW - land use KW - climate KW - Arkansas KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50730715?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Krockel%2C+Carl&rft.aulast=Krockel&rft.aufirst=Carl&rft.date=2011-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=9780230291577+%28hbk.%29&rft.btitle=War+Trauma+and+English+Modernism%3A+T.+S.+Eliot+and+D.+H.+Lawrence&rft.title=War+Trauma+and+English+Modernism%3A+T.+S.+Eliot+and+D.+H.+Lawrence&rft.issn=&rft_id=info:doi/10.1057%2F9780230307759 LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1990-01-01 N1 - Availability - U. S. Army Corps Eng., Vicksburg, MS, United States N1 - Document feature - illus. incl. 30 tables, sketch maps N1 - Last updated - 2012-06-07 ER - TY - RPRT T1 - Flood Hydrograph and Peak Flow Frequency Analysis AN - 19480226; 8192902 AB - Several methods for estimating flood hydrographs and flood peaks of various frequencies are discussed. The methods include frequency analysis of historical streamflows, statistical equations, empirical formulas, single event watershed models, and continuous watershed models. Methods for computing modified frequency curves due to changing watershed conditions and water management activities are described. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Feldman, AD Y1 - 1979/03// PY - 1979 DA - March 1979 SP - 28 KW - Meteorological & Geoastrophysical Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Flood Hydrographs KW - Water Management KW - Mathematical models KW - Flood hydrographs KW - Estimating KW - Statistical analysis KW - Streamflow KW - Frequency Analysis KW - Watersheds KW - Frequency analysis KW - Hydrologic Models KW - Floods KW - Water management KW - Flood Peak KW - River Flow KW - Q2 09171:Dynamics of lakes and rivers KW - SW 4020:Evaluation process KW - M2 556.16:Runoff (556.16) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19480226?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Feldman%2C+AD&rft.aulast=Feldman&rft.aufirst=AD&rft.date=1979-03-01&rft.volume=&rft.issue=&rft.spage=28&rft.isbn=&rft.btitle=Flood+Hydrograph+and+Peak+Flow+Frequency+Analysis&rft.title=Flood+Hydrograph+and+Peak+Flow+Frequency+Analysis&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - An annotated bibliography on detached breakwaters and artificial headlands AN - 51977530; 1980-012022 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Lesnik, J R Y1 - 1979/02// PY - 1979 DA - February 1979 SP - 71 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 79-1 SN - 0193-5992, 0193-5992 KW - stabilization KW - engineering geology KW - marine installations KW - breakwaters KW - headlands KW - shorelines KW - bibliography KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51977530?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Lesnik%2C+J+R&rft.aulast=Lesnik&rft.aufirst=J&rft.date=1979-02-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+annotated+bibliography+on+detached+breakwaters+and+artificial+headlands&rft.title=An+annotated+bibliography+on+detached+breakwaters+and+artificial+headlands&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - bibliography; breakwaters; engineering geology; headlands; marine installations; shorelines; stabilization ER - TY - RPRT T1 - Operational Simulation of a Reservoir System with Pumped Storage AN - 19463210; 7890430 AB - The Richard B. Russell Dam and Lake Project is presently under construction and is being placed in tandem between Hartwell and Clark Hill, two existing multipurpose hydropower plants on the Savannah River. System operational simulations were performed in support of a feasibility study for the installation of pump turbines at Russell, using a version of the Corps of Engineers HEC-5 computer program modified for system power and pumped storage. Information developed from the simulations includes system hydropower production, pumping energy requirements, daily reservoir pool fluctuations, and reservoir elevation statistics. This information was useful in judging the effects of the addition of pumped storage on system hydropower production and reservoir recreation usability, as well as in ascertaining efficient system operation methods. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Bonner, V R AU - Eichert, B S AU - McMahon, G F Y1 - 1979/02// PY - 1979 DA - February 1979 SP - 38 KW - Water Resources Abstracts KW - Lakes KW - Statistics KW - Recreation KW - Computer Programs KW - Elevation KW - Hydroelectric Plants KW - Reservoirs KW - Fluctuations KW - USA, Georgia, Savannah R. KW - Pumped Storage KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19463210?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Bonner%2C+V+R%3BEichert%2C+B+S%3BMcMahon%2C+G+F&rft.aulast=Bonner&rft.aufirst=V&rft.date=1979-02-01&rft.volume=&rft.issue=&rft.spage=38&rft.isbn=&rft.btitle=Operational+Simulation+of+a+Reservoir+System+with+Pumped+Storage&rft.title=Operational+Simulation+of+a+Reservoir+System+with+Pumped+Storage&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Technical Factors in Small Hydropower Planning AN - 19460930; 7890434 AB - The Hydrologic Engineering Center, corps of Engineers, is preparing a document entitled "Manual for the Determination fo the Feasibility of Adding Small Hydroelectric Power to an Existing Facility". The manual is designed for use by public agencies (federal, stat and local), public and private utilities, and private investors. It focuses upon the concepts, technology, and economic and financial issues unique to small hydropower additions. This paper discusses issues related to engineering and economic considerations in planning small hydropower additions, presents an overview of significant findings of the investigation to date, and provides a status report on manual preparation. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W Y1 - 1979/02// PY - 1979 DA - February 1979 SP - 40 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Engineering KW - Hydroelectric power KW - Planning KW - Hydroelectric Plants KW - Governments KW - Manuals KW - Utilities KW - National planning KW - Q2 09161:General KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19460930?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W&rft.aulast=Davis&rft.aufirst=D&rft.date=1979-02-01&rft.volume=&rft.issue=&rft.spage=40&rft.isbn=&rft.btitle=Technical+Factors+in+Small+Hydropower+Planning&rft.title=Technical+Factors+in+Small+Hydropower+Planning&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - BOOK T1 - Transportation lines on the Atlantic, Gulf, and Pacific coasts, 1979 T2 - Transportation Ser. 5 AN - 59169314; 1981-0806337 AB - Compiled by the Waterborne Commerce Statistics Center, New Orleans, Louisiana. JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1979. xxxii+195 pp. Y1 - 1979///0, PY - 1979 DA - 0, 1979 EP - xxxii+195 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59169314?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=xxxii%2B195&rft.isbn=&rft.btitle=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1979&rft.title=Transportation+lines+on+the+Atlantic%2C+Gulf%2C+and+Pacific+coasts%2C+1979&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 (22 x 28 cm.) pa $2 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1978: pt. 4, Waterways and harbors: Pacific Coast, Alaska and Hawaii AN - 59165962; 1981-0400565 JF - District Engineer, U.S. Army District, San Francisco, 211 Main st., San Francisco, CA 94105, 1979. ix+126 pp. Y1 - 1979///0, PY - 1979 DA - 0, 1979 EP - ix+126 PB - District Engineer, U.S. Army District, San Francisco, 211 Main st., San Francisco, CA 94105 KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59165962?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=ix%2B126&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+4%2C+Waterways+and+harbors%3A+Pacific+Coast%2C+Alaska+and+Hawaii&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+4%2C+Waterways+and+harbors%3A+Pacific+Coast%2C+Alaska+and+Hawaii&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army District, San Francisco, 211 Main st., San Francisco, CA 94105 pa $2 N1 - Document feature - table(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Waterborne commerce of the United States, calendar year 1978: pt. 2, Waterways and harbors: Gulf Coast, Mississippi River system and Antilles AN - 59165150; 1981-0400539 JF - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1979. x+185 pp. Y1 - 1979///0, PY - 1979 DA - 0, 1979 EP - x+185 PB - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Shipping -- United States -- Statistics KW - United States -- Commerce -- Statistics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59165150?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=x%2B185&rft.isbn=&rft.btitle=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+2%2C+Waterways+and+harbors%3A+Gulf+Coast%2C+Mississippi+River+system+and+Antilles&rft.title=Waterborne+commerce+of+the+United+States%2C+calendar+year+1978%3A+pt.+2%2C+Waterways+and+harbors%3A+Gulf+Coast%2C+Mississippi+River+system+and+Antilles&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District Engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 pa $3.50 N1 - Document feature - table(s), map(s), index(es) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Transportation lines on the Great Lakes system, 1979 T2 - Transportation ser. 3 AN - 59113775; 1980-1101712 AB - Compiled in the Waterborne Commerce Statistics Center, New Orleans. JF - District engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160, 1979. xi+28 pp. Y1 - 1979///0, PY - 1979 DA - 0, 1979 EP - xi+28 PB - District engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 KW - Great Lakes region KW - Shipping -- Directories UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/59113775?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/PAIS+Index&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=xi%2B28&rft.isbn=&rft.btitle=Transportation+lines+on+the+Great+Lakes+system%2C+1979&rft.title=Transportation+lines+on+the+Great+Lakes+system%2C+1979&rft.issn=&rft_id=info:doi/ LA - English DB - PAIS Index N1 - Date revised - 2006-09-28 N1 - Availability - District engineer, U.S. Army Engineer District, New Orleans, P.O. Box 60267, New Orleans, LA 70160 (22 x 28 cm.) $1 N1 - Document feature - table(s) N1 - Last updated - 2016-09-28 ER - TY - BOOK T1 - Water resources development by the U.S. Army Corps of Engineers in Michigan AN - 52017791; 1979-027837 JF - Water resources development by the U.S. Army Corps of Engineers in Michigan Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 113 PB - U. S. Army Corps Eng., North Central Div. KW - United States KW - development KW - floodplains KW - recreation KW - urbanization KW - Iowa KW - North Dakota KW - conservation KW - floods KW - environmental geology KW - Great Lakes KW - flood control KW - Wisconsin KW - Ohio KW - North America KW - Minnesota KW - Illinois KW - drainage KW - economic geology KW - New York KW - fluvial features KW - economics KW - Michigan KW - water resources KW - management KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52017791?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Michigan&rft.title=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Michigan&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Document feature - illus. incl. tables, sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development by the U.S. Army Corps of Engineers in Wisconsin AN - 52017522; 1979-027836 JF - Water resources development by the U.S. Army Corps of Engineers in Wisconsin Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 129 PB - U. S. Army Corps Eng., North Central Div. KW - United States KW - development KW - floodplains KW - recreation KW - urbanization KW - Iowa KW - North Dakota KW - conservation KW - floods KW - environmental geology KW - Great Lakes KW - flood control KW - Wisconsin KW - Ohio KW - North America KW - Minnesota KW - Illinois KW - drainage KW - economic geology KW - New York KW - fluvial features KW - economics KW - Michigan KW - water resources KW - management KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52017522?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Wisconsin&rft.title=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Wisconsin&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Document feature - illus. incl. tables, sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Minnesota AN - 52003952; 1979-037564 JF - Minnesota Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 138 PB - U. S. Army Corps Eng. KW - United States KW - Missouri River KW - Mississippi Valley KW - Mississippi River basin KW - floodplains KW - rivers and streams KW - Minneapolis Minnesota KW - conservation KW - dams KW - Cannon River basin KW - floods KW - Rainy River KW - Hennepin County Minnesota KW - construction KW - hydrology KW - North America KW - Minnesota KW - Saint Paul Minnesota KW - Zumbro River basin KW - economic geology KW - Root River basin KW - engineering geology KW - Ramsey County Minnesota KW - Souris River KW - fluvial features KW - surveys KW - Lake Superior region KW - water resources KW - Red River KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52003952?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Minnesota&rft.title=Minnesota&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development by the U.S. Army Corps of Engineers in Idaho AN - 51955392; 1980-020668 JF - Water resources development by the U.S. Army Corps of Engineers in Idaho Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 80 PB - U. S. Army Corps Eng., North Pacific Div. KW - United States KW - hydrology KW - resources KW - Idaho KW - surface water KW - surveys KW - economic geology KW - water resources KW - abundance KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51955392?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Idaho&rft.title=Water+resources+development+by+the+U.S.+Army+Corps+of+Engineers+in+Idaho&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development by the U. S. Army Corps of Engineers in Alabama AN - 51944642; 1980-028879 JF - Water resources development by the U. S. Army Corps of Engineers in Alabama Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 110 PB - U. S. Army Corps Eng., South Atlantic Div., Alabama KW - United States KW - development KW - floodplains KW - Dauphin Island KW - data KW - Choctawhatchee River basin KW - Mobile-Tobigbee Black Warrior River basin KW - recreation KW - urbanization KW - Florida KW - Alabama KW - conservation KW - dams KW - Tennessee KW - floods KW - environmental geology KW - waterways KW - programs KW - water supply KW - Coosa River basin KW - Mississippi KW - pollution KW - channels KW - economic geology KW - Pascagoula River basin KW - Holt Lake KW - Tennessee River basin KW - Apalachicola-Chattahoo-Chee-Flint River basin KW - erosion control KW - Perdido River KW - fluvial features KW - economics KW - Georgia KW - water resources KW - management KW - land use KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51944642?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Alabama&rft.title=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Alabama&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Platte River & tributaries, Nebraska AN - 51934521; 1980-038776 JF - Platte River & tributaries, Nebraska Y1 - 1979 PY - 1979 DA - 1979 SP - 52 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - hydrology KW - North America KW - Platte River KW - legislation KW - surveys KW - Great Plains KW - hydrogeology KW - economics KW - Nebraska KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51934521?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Platte+River+%26+tributaries%2C+Nebraska&rft.title=Platte+River+%26+tributaries%2C+Nebraska&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - tables, sketch map N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Upper Cape Fear River basin (joint study), North Carolina AN - 51932596; 1980-039478 JF - Upper Cape Fear River basin (joint study), North Carolina Y1 - 1979 PY - 1979 DA - 1979 SP - 487 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - water quality KW - geologic hazards KW - erosion KW - reclamation KW - rivers and streams KW - impact statements KW - Upper Cape Fear River basin KW - urbanization KW - mineral resources KW - ground water KW - conservation KW - floods KW - environmental geology KW - hydrology KW - structure KW - sedimentation KW - legislation KW - natural resources KW - North Carolina KW - surveys KW - policy KW - economics KW - water resources KW - management KW - land use KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51932596?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Upper+Cape+Fear+River+basin+%28joint+study%29%2C+North+Carolina&rft.title=Upper+Cape+Fear+River+basin+%28joint+study%29%2C+North+Carolina&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables N1 - SuppNotes - House Document No. 96-203, Ninety-sixth congress, first session; communication transmitting a joint U. S. Army Corps of Engineers and Department of Agriculture report on the Upper Cape Fear River basin, North Carolina N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Muskingum River basin, Ohio AN - 51932564; 1980-039477 JF - Muskingum River basin, Ohio Y1 - 1979 PY - 1979 DA - 1979 SP - 353 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - water quality KW - reclamation KW - Muskingum River basin KW - legislation KW - impact statements KW - recreation KW - urban planning KW - natural resources KW - conservation KW - environmental geology KW - economics KW - water resources KW - management KW - land use KW - Ohio KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51932564?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Muskingum+River+basin%2C+Ohio&rft.title=Muskingum+River+basin%2C+Ohio&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, plates N1 - SuppNotes - Communication transmitting a U. S. Army Corps of Engineers report on the Muskingum River basin, Ohio, in partial response to a resolution of the Senate Committee on Public Works adopted June 3, 1964, and in complete response to various other authorities and resolutions N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - The National strip mine study AN - 51932049; 1980-039479 JF - The National strip mine study Y1 - 1979 PY - 1979 DA - 1979 SP - 94 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - mining KW - engineering geology KW - surface mining KW - mining geology KW - reclamation KW - legislation KW - production control KW - policy KW - management KW - strip mining KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51932049?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+National+strip+mine+study&rft.title=The+National+strip+mine+study&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, plates N1 - SuppNotes - House Document No. 96-114, Ninety-sixth congress, first session; a communication transmitting a U. S. Army Corps of Engineers report on the National strip mine study pursuant to Section 233 of public law 91-611 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Des Moines River basin, Iowa and Minnesota AN - 51932026; 1980-038777 JF - Des Moines River basin, Iowa and Minnesota Y1 - 1979 PY - 1979 DA - 1979 SP - 606 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - hydrology KW - Minnesota KW - Des Moines River basin KW - rivers and streams KW - legislation KW - surveys KW - hydrogeology KW - economics KW - management KW - Iowa KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51932026?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Des+Moines+River+basin%2C+Iowa+and+Minnesota&rft.title=Des+Moines+River+basin%2C+Iowa+and+Minnesota&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - South fork Zumbro River at Rochester, Minn. AN - 51931082; 1980-039387 JF - South fork Zumbro River at Rochester, Minn. Y1 - 1979 PY - 1979 DA - 1979 SP - 544 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - Rochester KW - Olmsted County Minnesota KW - Minnesota KW - legislation KW - impact statements KW - environmental geology KW - South Fork Zumbro River KW - economics KW - water resources KW - management KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51931082?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=South+fork+Zumbro+River+at+Rochester%2C+Minn.&rft.title=South+fork+Zumbro+River+at+Rochester%2C+Minn.&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, plates, geol. sketch maps N1 - SuppNotes - Pursuant to section 1 (a) of Public Law 93-251 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development by the U. S. Army Corps of Engineers in Nevada; 1979 AN - 51928959; 1980-038600 JF - Water resources development by the U. S. Army Corps of Engineers in Nevada; 1979 Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 53 PB - U. S. Army Corps Eng., South Pac. Div., San Francisco, Calif. KW - United States KW - engineering geology KW - reservoirs KW - development KW - waterways KW - flood control KW - economic geology KW - water resources KW - Nevada KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51928959?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Nevada%3B+1979&rft.title=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Nevada%3B+1979&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - Calif. N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Water resources development by the U. S. Army Corps of Engineers in Washington AN - 51919691; 1980-046313 JF - Water resources development by the U. S. Army Corps of Engineers in Washington AU - Anonymous Y1 - 1979 PY - 1979 DA - 1979 SP - 144 PB - U. S. Army Corps Eng., North Pacific Div., Washington KW - United States KW - hydrology KW - Skagit-Samish Basin KW - experimental studies KW - Washington KW - rivers and streams KW - hydrogeology KW - rivers KW - Columbia River basin KW - fluvial features KW - floods KW - surveys KW - water resources KW - Snake River basin KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51919691?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Anonymous&rft.aulast=Anonymous&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Washington&rft.title=Water+resources+development+by+the+U.+S.+Army+Corps+of+Engineers+in+Washington&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Pembina River, North Dakota AN - 51911637; 1980-048190 JF - Pembina River, North Dakota Y1 - 1979 PY - 1979 DA - 1979 SP - 519 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - hydrology KW - North America KW - Pembina County North Dakota KW - hydrogeology KW - Cavalier County North Dakota KW - North Dakota KW - natural resources KW - conservation KW - floods KW - surveys KW - Great Plains KW - economics KW - management KW - Pembina River KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51911637?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Pembina+River%2C+North+Dakota&rft.title=Pembina+River%2C+North+Dakota&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Chehalis River at South Aberdeen and Cosmopolis, Washington AN - 51910934; 1980-048166 JF - Chehalis River at South Aberdeen and Cosmopolis, Washington Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 334 PB - U. S. Gov. Print. Off., Washington, D.C. KW - United States KW - hydrology KW - Washington KW - Grays Harbor County Washington KW - Aberdeen KW - legislation KW - hydrogeology KW - Cosmopolis KW - Chehalis River KW - natural resources KW - Western U.S. KW - floods KW - surveys KW - Pacific Coast KW - economics KW - management KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51910934?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Chehalis+River+at+South+Aberdeen+and+Cosmopolis%2C+Washington&rft.title=Chehalis+River+at+South+Aberdeen+and+Cosmopolis%2C+Washington&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - PubXState - D.C. N1 - Document feature - illus. incl. tables, plates, sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Agana River, Guam AN - 51877038; 1981-015846 JF - Agana River, Guam Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 260 PB - U. S. Gov. Print. Off., Washington, DC KW - hydrology KW - Mariana Islands KW - legislation KW - impact statements KW - Agana River KW - Guam KW - Oceania KW - environmental geology KW - surveys KW - Micronesia KW - economics KW - flood control KW - management KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51877038?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Agana+River%2C+Guam&rft.title=Agana+River%2C+Guam&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, plates, sketch maps N1 - SuppNotes - House Document No. 96-16, Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Robinsons branch of the Rahway River at Clark, Scotch Plains, and Rahway, New Jersey AN - 51873559; 1981-015834 JF - Robinsons branch of the Rahway River at Clark, Scotch Plains, and Rahway, New Jersey Y1 - 1979/01// PY - 1979 DA - January 1979 SP - 487 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - hydrology KW - impact statements KW - Rahway River KW - Union County New Jersey KW - Rahway KW - Robinsons Branch KW - environmental geology KW - Clark KW - surveys KW - New Jersey KW - Scotch Plains KW - management KW - Atlantic Coastal Plain KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51873559?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Robinsons+branch+of+the+Rahway+River+at+Clark%2C+Scotch+Plains%2C+and+Rahway%2C+New+Jersey&rft.title=Robinsons+branch+of+the+Rahway+River+at+Clark%2C+Scotch+Plains%2C+and+Rahway%2C+New+Jersey&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - House Document No. 96-21, Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Atlantic Coast of New York City from Rockaway Inlet to Norton Point AN - 51870522; 1981-020008 JF - Atlantic Coast of New York City from Rockaway Inlet to Norton Point Y1 - 1979 PY - 1979 DA - 1979 SP - 469 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - New York City New York KW - New York KW - Rockaway Inlet KW - impact statements KW - environmental geology KW - shorelines KW - Richmond County New York KW - Norton Point KW - Atlantic Coastal Plain KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51870522?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Atlantic+Coast+of+New+York+City+from+Rockaway+Inlet+to+Norton+Point&rft.title=Atlantic+Coast+of+New+York+City+from+Rockaway+Inlet+to+Norton+Point&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, plates N1 - SuppNotes - House Document No. 96-23, Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Panama City beaches, Florida AN - 51870231; 1981-020007 JF - Panama City beaches, Florida Y1 - 1979 PY - 1979 DA - 1979 SP - 275 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Panama City KW - beaches KW - Bay County Florida KW - impact statements KW - environmental geology KW - shorelines KW - Gulf Coastal Plain KW - Florida KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51870231?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Panama+City+beaches%2C+Florida&rft.title=Panama+City+beaches%2C+Florida&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, plates N1 - SuppNotes - Senate Document 96-18, Ninety-sixth congress, first session N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - U. S. Army Corps of Engineers Remote sensing symposium AN - 51847205; 1981-032282 JF - U. S. Army Corps of Engineers Remote sensing symposium AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 410 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - engineering geology KW - geophysical surveys KW - symposia KW - surveys KW - remote sensing KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51847205?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Jarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Jarman&rft.aufirst=J&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=U.+S.+Army+Corps+of+Engineers+Remote+sensing+symposium&rft.title=U.+S.+Army+Corps+of+Engineers+Remote+sensing+symposium&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers Remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. N1 - SuppNotes - Individual papers within scope are cited separately N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Interdisciplinary analysis of aerial imagery for planning studies AN - 51843244; 1981-032294 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Soyke, Paul AU - Rakus, Jill AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - meanders KW - geophysical surveys KW - Des Moines River KW - erosion KW - education KW - Iowa KW - engineering geology KW - fluvial features KW - environmental geology KW - surveys KW - aerial photography KW - geomorphology KW - land use KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51843244?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Soyke%2C+Paul%3BRakus%2C+Jill%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Soyke&rft.aufirst=Paul&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Interdisciplinary+analysis+of+aerial+imagery+for+planning+studies&rft.title=Interdisciplinary+analysis+of+aerial+imagery+for+planning+studies&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. incl. sketch maps N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Remote sensing of coastal processes and resources AN - 51843219; 1981-032292 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Klemas, V AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - Dupont Disposal Site KW - Delaware KW - geophysical surveys KW - cartography KW - biomass KW - pollution KW - vegetation KW - estuaries KW - engineering geology KW - beaches KW - Landsat KW - wetlands KW - maps KW - oil spills KW - environmental geology KW - surveys KW - coastal environment KW - impact studies KW - waste disposal KW - land use KW - remote sensing KW - Atlantic Coastal Plain KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51843219?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Klemas%2C+V%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Klemas&rft.aufirst=V&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Remote+sensing+of+coastal+processes+and+resources&rft.title=Remote+sensing+of+coastal+processes+and+resources&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 11 N1 - PubXState - VA N1 - Document feature - illus. incl. tables, geol. sketch map N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Establishing a base line for assessing military land use impacts to ecosystems within the Chihuahuan Desert utilizing aerial photography AN - 51843041; 1981-032295 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Von Finger, Kevin AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - soils KW - Fort Bliss KW - North America KW - Otero County New Mexico KW - geophysical surveys KW - explosions KW - cartography KW - drainage KW - Tularosa Valley KW - New Mexico KW - vegetation KW - Chihuahuan Desert KW - engineering geology KW - topography KW - military geology KW - maps KW - environmental geology KW - surveys KW - aerial photography KW - land use KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51843041?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Von+Finger%2C+Kevin%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Von+Finger&rft.aufirst=Kevin&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Establishing+a+base+line+for+assessing+military+land+use+impacts+to+ecosystems+within+the+Chihuahuan+Desert+utilizing+aerial+photography&rft.title=Establishing+a+base+line+for+assessing+military+land+use+impacts+to+ecosystems+within+the+Chihuahuan+Desert+utilizing+aerial+photography&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 12 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - California coastal remote sensing AN - 51843017; 1981-032289 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Pirie, Douglas M AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 81 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - geophysical surveys KW - Bolinas Lagoon KW - side-scanning method KW - radar methods KW - San Francisco California KW - California KW - San Francisco County California KW - estuaries KW - engineering geology KW - beaches KW - San Francisco Bay KW - Humboldt Bay KW - Marin County California KW - environmental geology KW - surveys KW - coastal environment KW - aerial photography KW - land use KW - remote sensing KW - airborne methods KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51843017?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Pirie%2C+Douglas+M%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Pirie&rft.aufirst=Douglas&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=California+coastal+remote+sensing&rft.title=California+coastal+remote+sensing&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Environmental analysis of the Dan River basin AN - 51842851; 1981-032300 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Long, Coleman AU - Frankensteen, David AU - Kutschied, Ben AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - geophysical surveys KW - site exploration KW - Dan River basin KW - data processing KW - engineering geology KW - Landsat KW - natural resources KW - North Carolina KW - environmental geology KW - data bases KW - surveys KW - land use KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842851?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Long%2C+Coleman%3BFrankensteen%2C+David%3BKutschied%2C+Ben%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Long&rft.aufirst=Coleman&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Environmental+analysis+of+the+Dan+River+basin&rft.title=Environmental+analysis+of+the+Dan+River+basin&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Use of sidelooking airborne radar (SLAR) at the Libby Project, Montana AN - 51842827; 1981-032288 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Galster, Richard W AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 79 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - methods KW - Washington KW - geophysical surveys KW - Libby Dam KW - side-scanning method KW - radar methods KW - engineering geology KW - Landsat KW - structural geology KW - dams KW - surveys KW - applications KW - tectonics KW - fabric KW - remote sensing KW - airborne methods KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842827?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Galster%2C+Richard+W%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Galster&rft.aufirst=Richard&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Use+of+sidelooking+airborne+radar+%28SLAR%29+at+the+Libby+Project%2C+Montana&rft.title=Use+of+sidelooking+airborne+radar+%28SLAR%29+at+the+Libby+Project%2C+Montana&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Determination of land use from satellite imagery for use in hydrologic models AN - 51842819; 1981-032298 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Feldman, Arlen D AU - Cermak, Robert J AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - methods KW - hydrology KW - data processing KW - watersheds KW - hydrogeology KW - models KW - computer programs KW - engineering geology KW - Landsat KW - floods KW - applications KW - land use KW - remote sensing KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842819?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Feldman%2C+Arlen+D%3BCermak%2C+Robert+J%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Feldman&rft.aufirst=Arlen&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Determination+of+land+use+from+satellite+imagery+for+use+in+hydrologic+models&rft.title=Determination+of+land+use+from+satellite+imagery+for+use+in+hydrologic+models&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 5 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Hydrologic information transfer system; "TWX polling system" AN - 51842789; 1981-032284 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Lathrop, George N AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - hydrology KW - Missouri River KW - reservoirs KW - geophysical surveys KW - data processing KW - hydrogeology KW - Missouri River Automated Data System KW - engineering geology KW - Reservoir Control Center KW - data bases KW - surveys KW - applications KW - discharge KW - Nebraska KW - remote sensing KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842789?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Lathrop%2C+George+N%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Lathrop&rft.aufirst=George&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Hydrologic+information+transfer+system%3B+%22TWX+polling+system%22&rft.title=Hydrologic+information+transfer+system%3B+%22TWX+polling+system%22&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Historical sketch; interdisciplinary imagery analysis for engineering, scientific and military purposes AN - 51842485; 1981-032301 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Frost, Robert E AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - engineering geology KW - imagery KW - military geology KW - remote sensing KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842485?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Frost%2C+Robert+E%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Frost&rft.aufirst=Robert&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Historical+sketch%3B+interdisciplinary+imagery+analysis+for+engineering%2C+scientific+and+military+purposes&rft.title=Historical+sketch%3B+interdisciplinary+imagery+analysis+for+engineering%2C+scientific+and+military+purposes&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - High altitude photography and coastal zone mapping AN - 51842272; 1981-032283 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Bock, Allen C AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - Newark New Jersey KW - geophysical surveys KW - cartography KW - Hackensack Meadows KW - geodesy KW - Bergen County New Jersey KW - Union County New Jersey KW - engineering geology KW - maps KW - Essex County New Jersey KW - environmental geology KW - surveys KW - coastal environment KW - aerial photography KW - New Jersey KW - environmental geology maps KW - Elizabeth KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51842272?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Bock%2C+Allen+C%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Bock&rft.aufirst=Allen&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=High+altitude+photography+and+coastal+zone+mapping&rft.title=High+altitude+photography+and+coastal+zone+mapping&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Santa Cruz coastal processes, Santa Cruz, California AN - 51841657; 1981-032299 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Domurat, George W AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 267 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - Santa Cruz California KW - shore features KW - geophysical surveys KW - erosion KW - cyclic processes KW - shorelines KW - California KW - engineering geology KW - beaches KW - Monterey Bay KW - surveys KW - coastal environment KW - aerial photography KW - seasonal variations KW - geomorphology KW - Santa Cruz County California KW - remote sensing KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51841657?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Domurat%2C+George+W%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Domurat&rft.aufirst=George&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Santa+Cruz+coastal+processes%2C+Santa+Cruz%2C+California&rft.title=Santa+Cruz+coastal+processes%2C+Santa+Cruz%2C+California&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - An integrated terrain analysis system AN - 51839920; 1981-032290 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Pearson, A R AU - Vogel, T C AU - Wright, J S AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - soils KW - cartography KW - drainage KW - vegetation KW - geology KW - terrain analysis KW - maps KW - terrain analysis system KW - slope KW - topographic maps KW - applications KW - remote sensing KW - airborne methods KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51839920?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Pearson%2C+A+R%3BVogel%2C+T+C%3BWright%2C+J+S%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Pearson&rft.aufirst=A&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+integrated+terrain+analysis+system&rft.title=An+integrated+terrain+analysis+system&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - National Wetlands Inventory Project; inventorying the Nation's wetlands with remote sensing AN - 51839279; 1981-032303 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Nyc, Rudolf AU - Brooks, Paul AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - soils KW - Hydic soils KW - estuaries KW - engineering geology KW - National Wetlands Inventory Project KW - wetlands KW - maps KW - environmental geology KW - surveys KW - coastal environment KW - aerial photography KW - applications KW - remote sensing KW - field studies KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51839279?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Nyc%2C+Rudolf%3BBrooks%2C+Paul%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Nyc&rft.aufirst=Rudolf&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=National+Wetlands+Inventory+Project%3B+inventorying+the+Nation%27s+wetlands+with+remote+sensing&rft.title=National+Wetlands+Inventory+Project%3B+inventorying+the+Nation%27s+wetlands+with+remote+sensing&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Use of remote sensing to quantify construction material and to define geologic lineaments; Dickey-Lincoln School Lakes Project, Maine AN - 51839249; 1981-032302 JF - U. S. Army Corps of Engineers remote sensing symposium AU - McKim, Harlan L AU - Merry, Carolyn J AU - Blackey, Edwin A AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - Aroostook County Maine KW - geophysical surveys KW - site exploration KW - dams KW - tectonics KW - faults KW - construction materials KW - Saint John River KW - lineaments KW - cartography KW - structural analysis KW - economic geology KW - engineering geology maps KW - Dickey-Lincoln School Lakes Project KW - Landsat imagery KW - engineering geology KW - thrust faults KW - maps KW - structural geology KW - surveys KW - aerial photography KW - Maine KW - remote sensing KW - 30:Engineering geology KW - 16:Structural geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51839249?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=McKim%2C+Harlan+L%3BMerry%2C+Carolyn+J%3BBlackey%2C+Edwin+A%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=McKim&rft.aufirst=Harlan&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Use+of+remote+sensing+to+quantify+construction+material+and+to+define+geologic+lineaments%3B+Dickey-Lincoln+School+Lakes+Project%2C+Maine&rft.title=Use+of+remote+sensing+to+quantify+construction+material+and+to+define+geologic+lineaments%3B+Dickey-Lincoln+School+Lakes+Project%2C+Maine&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - The use of airborne spectroradiometer data for evaluating water quality AN - 51839217; 1981-032287 JF - U. S. Army Corps of Engineers remote sensing symposium AU - McKim, Harlan L AU - Merry, Carolyn J AU - Layman, Robert W AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 75 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - methods KW - hydrology KW - water quality KW - estuaries KW - spectroradiometry KW - reservoirs KW - fluvial features KW - applications KW - rivers KW - remote sensing KW - airborne methods KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51839217?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=McKim%2C+Harlan+L%3BMerry%2C+Carolyn+J%3BLayman%2C+Robert+W%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=McKim&rft.aufirst=Harlan&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+use+of+airborne+spectroradiometer+data+for+evaluating+water+quality&rft.title=The+use+of+airborne+spectroradiometer+data+for+evaluating+water+quality&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 1 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Analysis of linear features associated with Corps projects AN - 51838669; 1981-032296 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Holmes, S AU - Dodge, R K AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 211 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - Oregon KW - Landsat KW - lineaments KW - geophysical surveys KW - structural geology KW - surveys KW - tectonics KW - remote sensing KW - 16:Structural geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51838669?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Holmes%2C+S%3BDodge%2C+R+K%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Holmes&rft.aufirst=S&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Analysis+of+linear+features+associated+with+Corps+projects&rft.title=Analysis+of+linear+features+associated+with+Corps+projects&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Historical shoreline changes as determined from aerial photointerpretation AN - 51838640; 1981-032293 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Gatto, Lawrence W AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - erosion KW - rivers and streams KW - Holocene KW - Cenozoic KW - beaches KW - Massachusetts KW - environmental geology KW - historical changes KW - Great Lakes KW - applications KW - North America KW - shore features KW - Cape Cod KW - reservoirs KW - Quaternary KW - shorelines KW - engineering geology KW - Barnstable County Massachusetts KW - surveys KW - coastal environment KW - aerial photography KW - impact studies KW - geomorphology KW - slope stability KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51838640?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Gatto%2C+Lawrence+W%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Gatto&rft.aufirst=Lawrence&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Historical+shoreline+changes+as+determined+from+aerial+photointerpretation&rft.title=Historical+shoreline+changes+as+determined+from+aerial+photointerpretation&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Airborne laser valley/stream cross-section data collection AN - 51838616; 1981-032285 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Collins, John G AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - hydrology KW - Moscow KW - laser methods KW - geophysical surveys KW - Shelby County Tennessee KW - Collierville KW - rivers and streams KW - Memphis Tennessee KW - radar methods KW - hydrogeology KW - engineering geology KW - Wolf River basin KW - channel geometry KW - Tennessee KW - surveys KW - aerial photography KW - remote sensing KW - Fayette County Tennessee KW - Early Grove Creek KW - airborne methods KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51838616?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Collins%2C+John+G%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Collins&rft.aufirst=John&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Airborne+laser+valley%2Fstream+cross-section+data+collection&rft.title=Airborne+laser+valley%2Fstream+cross-section+data+collection&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. incl. sketch map N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Mission and responsibilities of the USGS EROS Data Center AN - 51838610; 1981-032304 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Orr, Donald G AU - Carney, Donald F AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - resources KW - survey organizations KW - imagery KW - Gemini KW - geophysical surveys KW - U. S. Geological Survey KW - government agencies KW - data processing KW - engineering geology KW - Landsat KW - data banks KW - data bases KW - surveys KW - Apollo KW - aerial photography KW - Skylab KW - remote sensing KW - 20:Applied geophysics UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51838610?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Orr%2C+Donald+G%3BCarney%2C+Donald+F%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Orr&rft.aufirst=Donald&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Mission+and+responsibilities+of+the+USGS+EROS+Data+Center&rft.title=Mission+and+responsibilities+of+the+USGS+EROS+Data+Center&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Airborne laser hydrography AN - 51838559; 1981-032286 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Enabnit, Dave AU - Guenther, Gary AU - Rulon, Tim AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - methods KW - laser methods KW - maps KW - cartography KW - bathymetric maps KW - applications KW - bathymetry KW - remote sensing KW - oceanography KW - airborne methods KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51838559?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Enabnit%2C+Dave%3BGuenther%2C+Gary%3BRulon%2C+Tim%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Enabnit&rft.aufirst=Dave&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Airborne+laser+hydrography&rft.title=Airborne+laser+hydrography&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - Number of references - 1 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Sediment deposition patterns in San Francisco Bay AN - 51837479; 1981-032297 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Sustar, John F AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 SP - 215 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - United States KW - currents KW - geophysical surveys KW - sedimentation KW - marine transport KW - oceanography KW - California KW - engineering geology KW - dredging KW - Landsat KW - San Francisco Bay KW - transport KW - deposition KW - surveys KW - Skylab KW - remote sensing KW - 07:Oceanography UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51837479?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Sustar%2C+John+F%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Sustar&rft.aufirst=John&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Sediment+deposition+patterns+in+San+Francisco+Bay&rft.title=Sediment+deposition+patterns+in+San+Francisco+Bay&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Santa Fe River and Arroyo Mascaras at and in the vicinity of Santa Fe, New Mexico AN - 51803514; 1981-059479 JF - Santa Fe River and Arroyo Mascaras at and in the vicinity of Santa Fe, New Mexico Y1 - 1979 PY - 1979 DA - 1979 SP - 290 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Santa Fe River KW - Colorado Plateau KW - Santa Fe New Mexico KW - Arroyo Mascaras KW - impact statements KW - environmental geology KW - Santa Fe County New Mexico KW - New Mexico KW - flood control KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51803514?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Santa+Fe+River+and+Arroyo+Mascaras+at+and+in+the+vicinity+of+Santa+Fe%2C+New+Mexico&rft.title=Santa+Fe+River+and+Arroyo+Mascaras+at+and+in+the+vicinity+of+Santa+Fe%2C+New+Mexico&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Ninety-sixth congress, first session; House document No. 96-22 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Big Wood River and tributaries, Idaho, interim report; Little Wood River, vicinity of Gooding-Shoshone, Idaho AN - 51803363; 1981-059484 JF - Big Wood River and tributaries, Idaho, interim report; Little Wood River, vicinity of Gooding-Shoshone, Idaho Y1 - 1979 PY - 1979 DA - 1979 SP - 421 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Lincoln County Idaho KW - Idaho KW - Gooding County Idaho KW - Little Wood River KW - Big Wood River KW - impact statements KW - Shoshone KW - Gooding KW - environmental geology KW - Columbia Plateau KW - flood control KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51803363?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Big+Wood+River+and+tributaries%2C+Idaho%2C+interim+report%3B+Little+Wood+River%2C+vicinity+of+Gooding-Shoshone%2C+Idaho&rft.title=Big+Wood+River+and+tributaries%2C+Idaho%2C+interim+report%3B+Little+Wood+River%2C+vicinity+of+Gooding-Shoshone%2C+Idaho&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables N1 - SuppNotes - Ninety-sixth congress, first session; House document No. 96-9 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Root River basin, Minnesota AN - 51802579; 1981-059475 JF - Root River basin, Minnesota Y1 - 1979 PY - 1979 DA - 1979 SP - 328 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Olmsted County Minnesota KW - Minnesota KW - Fillmore County Minnesota KW - Winona County Minnesota KW - Houston County Minnesota KW - impact statements KW - environmental geology KW - flood control KW - Root River basin KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51802579?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Root+River+basin%2C+Minnesota&rft.title=Root+River+basin%2C+Minnesota&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - Ninety-sixth congress, first session; House document No. 96-17 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - Rahway River and Van Winkles Brook at Springfield, New Jersey AN - 51802118; 1981-059481 JF - Rahway River and Van Winkles Brook at Springfield, New Jersey Y1 - 1979 PY - 1979 DA - 1979 SP - 397 PB - U. S. Gov. Print. Off., Washington, DC KW - United States KW - Union County New Jersey KW - Springfield KW - impact statements KW - environmental geology KW - New Jersey KW - flood control KW - Rahway River KW - Van Winkles Brook KW - Atlantic Coastal Plain KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51802118?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Rahway+River+and+Van+Winkles+Brook+at+Springfield%2C+New+Jersey&rft.title=Rahway+River+and+Van+Winkles+Brook+at+Springfield%2C+New+Jersey&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - DC N1 - Document feature - illus. incl. tables, geol. sketch maps N1 - SuppNotes - Ninety-sixth congress, first session; House document No. 96-20 N1 - Last updated - 2012-06-06 ER - TY - BOOK T1 - The role of remote sensing in practical geotechnical and environmental applications; a consultant's approach AN - 50383664; 1981-032291 JF - U. S. Army Corps of Engineers remote sensing symposium AU - Beccasio, A D AU - Redfield, A E AU - Jarman, J W AU - Walden, Frank R Y1 - 1979 PY - 1979 DA - 1979 PB - U. S. Army Eng. Topogr. Labs., Fort Belvoir, VA KW - engineering geology KW - wetlands KW - maps KW - cartography KW - environmental geology KW - applications KW - waste disposal KW - roads KW - land use KW - remote sensing KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/50383664?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=conference&rft.jtitle=&rft.atitle=&rft.au=Beccasio%2C+A+D%3BRedfield%2C+A+E%3BJarman%2C+J+W%3BWalden%2C+Frank+R&rft.aulast=Beccasio&rft.aufirst=A&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=The+role+of+remote+sensing+in+practical+geotechnical+and+environmental+applications%3B+a+consultant%27s+approach&rft.title=The+role+of+remote+sensing+in+practical+geotechnical+and+environmental+applications%3B+a+consultant%27s+approach&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Conference title - U. S. Army Corps of Engineers remote sensing symposium N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1981-01-01 N1 - PubXState - VA N1 - Document feature - illus. N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Ground-Water Resources in the Metropolitan Region of Nashville, Tennessee AN - 19211134; 8004089 AB - The availability of ground-water in a 10-county area in north-central Tennessee surrounding Nashville is reported. The Central Basin and Highland Rim physiographic regions equally comprise the study area. Records of wells and springs were analyzed to derive relationships between the availability of large ground-water supplies and maps depicting geologic and topographic features. In the Central Basin, significant features include the following: (1) depressions in bedrock structure; (2) low, flat areas; and (3) delineations of tops of four major aquifers. Significant features in the Highland Rim include the following: (1) regolith at least 60 feet thick; (2) depressions in bedrock structure; and (3) low, flat areas. The significant features in each region were used to prepare maps delineating areas of high, moderate, and low potential for the development of ground-water supplies. Large ground-water supplies are available in most of the study area. Yields of successful wells may range from 100 to 250 gallons per minute. (Kosco-USGS) JF - Geological Survey report 1979. 44 p, 6 Fig, 2 Plates, 6 Tab, 16 Ref. (Prepared in cooperation with U.S. Army Corps of Engineers, Nashville District). AU - Rima AU - Goddard, P L AD - Geological Survey Nashville, TN. Water Resources Div Y1 - 1979 PY - 1979 DA - 1979 KW - Water Resources Abstracts KW - Groundwater resources KW - Tennessee KW - Groundwater availability KW - Water resources development KW - Water quality KW - North-central Tennessee KW - Nashville(Tenn) KW - Geomorphology KW - Hydrologic cycle KW - Hydrologic data KW - Water wells KW - Water analysis KW - Water yield KW - Aquifer characteristics KW - Limestones KW - Bedrock KW - Karst KW - Regolith KW - Subsurface flow KW - SW 0840:Groundwater UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19211134?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Ground-Water+Resources+in+the+Metropolitan+Region+of+Nashville%2C+Tennessee&rft.au=Rima%3BGoddard%2C+P+L&rft.aulast=Rima&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Flood Forecast and Warning System Evaluation, Susquehanna River Basin, New York, Pennsylvania and Maryland AN - 18963965; 8200351 AB - Following the devastation resulting from Tropical Storm Agnes in June, 1972, the Corps of Engineers was directed to conduct a Flood Control Review Study of the Susquehanna basin to determine if any improvements or additions to the existing flood control system would be feasible. Flood forecasting and warning is evaluated as a flood damage reduction alternative for this basin. The river flood forecasting and warning system is operated to provide advance warning of flooding conditions which threaten human life and can cause property damage. The components of the system, some of which are operated by different levels of government, are: data collection; data assembly; forecast preparation; forecast dissemination; reservoir regulation; and local action. Problems or areas of concern identified in the Susquehanna River basin flood warning system include; speeding up the river forecasting process; increasing the reliability of the river forecasting system; improving flash flood warning; improving local response; and providing ongoing review of the forecasting system. The existing river forecasting system is too slow to provide timely flood forecasts for upstream areas on main rivers. It sometimes takes over 6 hours to assemble data, transfer it to the forecast center, prepare a forecast and disseminate it. A serious deficiency is the failure of the telephone communications system and its disruptive effect on the forecast system. (Moore-SRC) JF - Report prepared for Army Corps of Engineers, Baltimore District, January 1979. 137 p, 11 Fig, 8 Tab, 49 Ref, 5 Append. Y1 - 1979/01// PY - 1979 DA - Jan 1979 KW - Water Resources Abstracts KW - Flood forecasting KW - Flood protection KW - Warning systems KW - Susquehanna River basin KW - Flood damage KW - Reservoir operation KW - Flood control KW - Communication KW - Nonstructural alternatives KW - Data collections KW - Flash floods KW - New York KW - Pennsylvania KW - Maryland KW - SW 4060:Nonstructural alternatives UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/18963965?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Flood+Forecast+and+Warning+System+Evaluation%2C+Susquehanna+River+Basin%2C+New+York%2C+Pennsylvania+and+Maryland&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - On the influence of the spatial distribution of rainfall on storm run-off AN - 13926384; 197902605 AB - Discusses a project to determine the importance and the effects of the spatial character of the precipitation input to a run-off model of small catchments. Two models are used in this investigation: a deterministic run-off model and a multidimensional nonstationary time-varying rainfall generation model. It is implicitly assumed that this rainfall model gives an acceptable representation of how rain falls in nature. With this assumption, the generated storms are inputed to the catchment being modelled by the run-off model. JF - Water Resources Research AU - Wilson, C B AU - Valdes, J B AU - Rodriguez-Iturbe, I AD - U.S. ARMY CORPS OF ENGINEERS Y1 - 1979 PY - 1979 DA - 1979 SP - 321 EP - 328 VL - 15 IS - 2 SN - 0043-1397, 0043-1397 KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00001:Water Resources and Supplies UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13926384?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Water+Resources+Research&rft.atitle=On+the+influence+of+the+spatial+distribution+of+rainfall+on+storm+run-off&rft.au=Wilson%2C+C+B%3BValdes%2C+J+B%3BRodriguez-Iturbe%2C+I&rft.aulast=Wilson&rft.aufirst=C&rft.date=1979-01-01&rft.volume=15&rft.issue=2&rft.spage=321&rft.isbn=&rft.btitle=&rft.title=Water+Resources+Research&rft.issn=00431397&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - The chemical composition of thermal springs in South and South West Africa AN - 13920273; 198002821 AB - A literature survey was conducted to identify the information available on the occurrence, properties and chemical composition of natural thermal waters in South Africa and South West Africa. In addition samples from 13 thermal springs at well-known resorts were analysed chemically. Comparison of the results indicated significant differences in composition from place to place as well as from those found in other countries. It was not possible to attribute the alleged therapeutic effects of such waters to any common constituents, however the fluoride content was high in practically all cases. JF - National Institute for Water Resources. Pretoria, Report WAT 56A AU - Hoffmann, JRH Y1 - 1979 PY - 1979 DA - 1979 SP - 1 EP - 29 KW - Analysis KW - Aqualine Abstracts KW - AQ 00002:Water Quality UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13920273?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Hoffmann%2C+JRH&rft.aulast=Hoffmann&rft.aufirst=JRH&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=29&rft.isbn=&rft.btitle=The+chemical+composition+of+thermal+springs+in+South+and+South+West+Africa&rft.title=The+chemical+composition+of+thermal+springs+in+South+and+South+West+Africa&rft.issn=&rft_id=info:doi/ LA - Afrikaans DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Research and practice of sludge pasteurization in Switzerland AN - 13900193; S198102278 AB - The health hazards to man and animals, particularly those due to Salmonella organisms, resulting from the land application of non-pasteurized sludge are reviewed, followed by an outline of the methods of pasteurization employed in Switzerland. Treatment for 30 min at 70C may be effected by steam injection in a batch system or by preheating in continuous flow heat exchangers, followed by holding at the required temperature. The fertilizing value op the sludge is unimpaired and the economics are sensitive to the quantity of sludge handled, becoming much more favourable for plant capacities in excess of 100 m3 per day; for this reason sewage treatment plants serving less than 3000 inhabitants are not obliged to install pasteurizing plants. Since 1977, however, both operation and construction of sludge pasteurization plants have been halted completely. JF - Utilisation of sewage sludge on land. Papers and proceedings. Water Research Centre AU - Obrist, W AD - SWISS FEDERAL INSTITUTE FOR WATER RESOURCES AND WATER POLLUTION CONTROL Y1 - 1979 PY - 1979 DA - 1979 SP - 503 EP - 511 KW - Animals (see also individual groups below) KW - Aqualine Abstracts KW - AQ 00006:Sewage UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13900193?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aaqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Utilisation+of+sewage+sludge+on+land.+Papers+and+proceedings.+Water+Research+Centre&rft.atitle=Research+and+practice+of+sludge+pasteurization+in+Switzerland&rft.au=Obrist%2C+W&rft.aulast=Obrist&rft.aufirst=W&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=503&rft.isbn=&rft.btitle=&rft.title=Utilisation+of+sewage+sludge+on+land.+Papers+and+proceedings.+Water+Research+Centre&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Waste-water treatment researches No.19 AN - 13898219; 198101941 AB - This collection of papers is devoted to various aspects of sewage and effluent treatment. Several studies concern the design and operation of activated-sludge plants for municipal sewage treatment, including problems of sludge bulking and measurements of the performance of aeration equipment. Other papers deal with pilot-plant and full-scale trials of methods for treating industrial effluents, including those from the rubber, leather and iron and steel industries which can seriously affect the quality of the receiving streams. Methods have been devised for on-site treatment of these effluents as a means of counteracting river pollution. JF - National Council for Research. Bucharest, (07A ROU) AU - Romania: Research Design Institute For Water Resources, Engineering Y1 - 1979 PY - 1979 DA - 1979 SP - 1 EP - 218 KW - Activated sludge plants (s/a biological reactors) KW - Leather industry waste waters (see also tanneries-) KW - Aqualine Abstracts KW - AQ 00006:Sewage UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13898219?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Romania%3A+Research+Design+Institute+For+Water+Resources%2C+Engineering&rft.aulast=Romania%3A+Research+Design+Institute+For+Water+Resources&rft.aufirst=Engineering&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=218&rft.isbn=&rft.btitle=Waste-water+treatment+researches+No.19&rft.title=Waste-water+treatment+researches+No.19&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - BOOK T1 - Studies of water quality management, Volume 19 AN - 13883162; 198202126 AB - This volume contains seven separate contributions on various aspects of water quality monitoring, especially the methods employed for continuous monitoring, remote sensing and collection and transmission of quality data. In addition some toxicological and analytical data on specific pollutants such as symmetrical triazines and a range of organochlorine compounds are included. Methods of temperature compensation for automatic water quality monitoring equipment are discussed, and a paper on the mathematical modelling of mixing processes is also included. JF - Research Institute for Water Resources Engineering. Bucharest AU - Romania: National Council For, Water Y1 - 1979 PY - 1979 DA - 1979 SP - 1 EP - 137 KW - Analysis KW - Equipment KW - Modelling (-general-) KW - Aqualine Abstracts KW - AQ 00003:Monitoring and Analysis of Water and Wastes UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/13883162?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aqualine&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Romania%3A+National+Council+For%2C+Water&rft.aulast=Romania%3A+National+Council+For&rft.aufirst=Water&rft.date=1979-01-01&rft.volume=&rft.issue=&rft.spage=137&rft.isbn=&rft.btitle=Studies+of+water+quality+management%2C+Volume+19&rft.title=Studies+of+water+quality+management%2C+Volume+19&rft.issn=&rft_id=info:doi/ LA - Romanian DB - ProQuest Environmental Science Collection N1 - Date revised - 2000-09-01 N1 - Last updated - 2011-12-12 ER - TY - JOUR T1 - Effects of beach replenishment on the nearshore sand fauna at Imperial Beach, California AN - 51983531; 1980-007117 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Parr, T AU - Diener, D AU - Lacy, S Y1 - 1978/12// PY - 1978 DA - December 1978 SP - 125 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 78-4 SN - 0193-5992, 0193-5992 KW - United States KW - biogenic materials KW - benthic taxa KW - organic residues KW - Imperial Beach KW - Tellina modesta KW - Vermes KW - ecosystems KW - Emerita analoga KW - analysis KW - Tivela stuttorum KW - California KW - beaches KW - San Diego County California KW - Leuresthes tenuis KW - sediments KW - Invertebrata KW - ecology KW - Polychaetia KW - Mollusca KW - Donax gouldii KW - clastic sediments KW - human activity KW - Crustacea KW - sedimentation KW - Scoloplos armiger KW - shorelines KW - engineering geology KW - environment KW - Arthropoda KW - Mandibulata KW - Magelona pitelkai KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51983531?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Parr%2C+T%3BDiener%2C+D%3BLacy%2C+S&rft.aulast=Parr&rft.aufirst=T&rft.date=1978-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Effects+of+beach+replenishment+on+the+nearshore+sand+fauna+at+Imperial+Beach%2C+California&rft.title=Effects+of+beach+replenishment+on+the+nearshore+sand+fauna+at+Imperial+Beach%2C+California&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Number of references - 120 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - analysis; Arthropoda; beaches; benthic taxa; biogenic materials; California; clastic sediments; Crustacea; Donax gouldii; ecology; ecosystems; Emerita analoga; engineering geology; environment; human activity; Imperial Beach; Invertebrata; Leuresthes tenuis; Magelona pitelkai; Mandibulata; Mollusca; organic residues; Polychaetia; San Diego County California; Scoloplos armiger; sedimentation; sediments; shorelines; Tellina modesta; Tivela stuttorum; United States; Vermes ER - TY - RPRT T1 - Permit application by New York State Electric and Gas Corp. proposed Cayuga Station, Somerset, New York AN - 51466753; 1985-003938 JF - Permit application by New York State Electric and Gas Corp. proposed Cayuga Station, Somerset, New York Y1 - 1978/12// PY - 1978 DA - December 1978 KW - United States KW - Somerset KW - Lansing KW - impact statements KW - pollution KW - power plants KW - Tompkins County New York KW - New York KW - energy sources KW - environmental geology KW - Cayuga Station KW - New York State Electric and Gas Corporation KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51466753?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Permit+application+by+New+York+State+Electric+and+Gas+Corp.+proposed+Cayuga+Station%2C+Somerset%2C+New+York&rft.title=Permit+application+by+New+York+State+Electric+and+Gas+Corp.+proposed+Cayuga+Station%2C+Somerset%2C+New+York&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1985-01-01 N1 - Number of references - 210 N1 - Availability - U. S. Army Corps. Eng., Buffalo Dist., Buffalo, NY, United States N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - Final environmental impact statement N1 - Last updated - 2012-06-06 ER - TY - JOUR T1 - Chief Joseph Dam Columbia River, Washington: Community Impact Report Update III Conditions at Peak Impact AN - 19203330; 7909484 AB - Peak construction social impacts at Chief Joseph Dam, Washington were compared to those projected in pre-construction phases. The dam is located on the Columbia River in north-central Washington near the small communities of Bridgeport and Brewster. The area is predominantly agricultural, with scattered small rural towns. Agriculture is an important component of the economy, with irrigated fruit crops, beef cattle, and wheat as primary products. Areas of social and economic effects discussed include: population growth, housing, schools, health care facilities, traffic, noise, police protection, fire protection, utilities, esthetic values, civic organizations, and community growth. A profile was developed of a ' typical ' construction worker that included: residency, prior employment, occupation, age, marital status, family size, and school age children. Results show an influx of about 1,000 new residents, the equivalent of a 50 percent population increase during a 2-year period. Quality and availability of housing were insufficient. Local schools received the major impact, and enrollments rapidly exceeded capacity. Sewer and water utilities also operated at or in excess of capacity. Aside from the crowded housing and schools, the local communities exhibited little physical change from preimpact conditions. Indications are that the towns will rapidly revert to preimpact population levels as dam construction is completed. (Seigler-IPA) JF - IWR Research Report No. 78-R2. Submitted to the Institute for Water Resources December 1978. 68 p, 14 fig, 20 tab, 1 append. AU - Harnisch, A A AD - Army Engineer District Seattle, WA. Seattle District Y1 - 1978/12// PY - 1978 DA - Dec 1978 KW - Water Resources Abstracts KW - Chief Joseph Dam KW - Social impact KW - Economic impact KW - Water resources development KW - Planning KW - Construction KW - Employment KW - Population KW - Public health KW - Columbia River KW - Schools KW - Housing KW - Recreation KW - Land use KW - Service impact KW - Water resources planning KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19203330?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Chief+Joseph+Dam+Columbia+River%2C+Washington%3A+Community+Impact+Report+Update+III+Conditions+at+Peak+Impact&rft.au=Harnisch%2C+A+A&rft.aulast=Harnisch&rft.aufirst=A&rft.date=1978-12-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Special flood hazard information report; Tug Fork of Big Sandy River, Kentucky and West Virginia AN - 52013209; 1979-032433 JF - Special flood hazard information report; Tug Fork of Big Sandy River, Kentucky and West Virginia Y1 - 1978/11// PY - 1978 DA - November 1978 SP - 2 KW - United States KW - engineering geology KW - geologic hazards KW - Big Sandy River KW - maps KW - Tug Fork KW - floods KW - Kentucky KW - West Virginia KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52013209?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Special+flood+hazard+information+report%3B+Tug+Fork+of+Big+Sandy+River%2C+Kentucky+and+West+Virginia&rft.title=Special+flood+hazard+information+report%3B+Tug+Fork+of+Big+Sandy+River%2C+Kentucky+and+West+Virginia&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Availability - Dep. Nat. Res. and Environ. Prot., Kentucky, United States N1 - Document feature - illus. incl. plates, sketch maps N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Experiences of the Hydrologic Engineering Center in Maintaining Widely Used Hydrologic and Water Resource Computer Models AN - 19457527; 7890391 AB - The experiences of the Hydrologic Engineering Center in maintaining a library of computer models for use by a large number of offices are presented. The type of support provided by HEC is described in terms of research, documentation training, and user support and program distribution. Ways to encourage usage of models are covered along with the cost and manpower of providing the computer program support. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Eichert, B S Y1 - 1978/11// PY - 1978 DA - November 1978 SP - 22 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Documentation KW - Manpower KW - Training KW - Water resources KW - Computer programs KW - Engineering KW - Hydrologic Models KW - Computer Programs KW - Libraries KW - Computer Models KW - Water Resources KW - Modelling KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19457527?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Eichert%2C+B+S&rft.aulast=Eichert&rft.aufirst=B&rft.date=1978-11-01&rft.volume=&rft.issue=&rft.spage=22&rft.isbn=&rft.btitle=Experiences+of+the+Hydrologic+Engineering+Center+in+Maintaining+Widely+Used+Hydrologic+and+Water+Resource+Computer+Models&rft.title=Experiences+of+the+Hydrologic+Engineering+Center+in+Maintaining+Widely+Used+Hydrologic+and+Water+Resource+Computer+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Doing Social Effects Assessment: Two Cases from a Corps Field District AN - 19223123; 7909481 AB - The methods used to conduct social effects assessments for two proposed Corps projects in southwest Oregon, Applegate and Days Creek dams, are described and discussed. Management and technical considerations involved in the assessments are described in a step-by-step historical presentation. The study is intended to complement the ' how to do social effects analysis ' thrust of preceeding manuals. A summary of social effects include: (1) social settings, (2) effects of displacement on relocatees, (3) effects stemming from displacement of social institutions, (4) effects from reservoir recreation, (5) effects from irrigation, (6) effects from flood control, and (6) effects from water quality and low flow augmentation. Social profiles were developed on the people who would be affected by various aspects of the proposed reservoirs, especially those living relatively close to the projects. The interrelationship between social system, land use, and population factors served as a general conceptual scheme for the assessments. A sample of the questionnaire used when interviewing local people is included. (Seigler-IPA) JF - IWR Research Report 78-R4 November 1978. Final Report submitted to the U.S. Army Engineer Institute for Water Resources. 42 p, 3 fig, 3 tab, 8 ref, 2 append. AU - Love, R AD - Army Engineer District Portland, OR Y1 - 1978/11// PY - 1978 DA - Nov 1978 KW - Water Resources Abstracts KW - Social effects assessment KW - Social impact KW - Oregon KW - Applegate Dam KW - Days Creek Dam KW - Reservoirs KW - Relocation KW - Water quality KW - Recreation KW - Irrigation KW - Flood control KW - Land use KW - Economic impact KW - Condemnation value KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19223123?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Doing+Social+Effects+Assessment%3A+Two+Cases+from+a+Corps+Field+District&rft.au=Love%2C+R&rft.aulast=Love&rft.aufirst=R&rft.date=1978-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Condition and Operation Studies -- Recreation: Section I: Evaluation of Operational Effectiveness of Recreation Sites. Section II: Investment Analysis of Recreation Facility Development AN - 19208224; 7909472 AB - On-site sample surveys of visitor preferences, expectations, satisfactions, and dissatisfactions were taken at park and recreation areas on nine lakes during June through September 1972. Park managers were also interviewed to determine their judgement of the effectiveness of their own areas. A sample of the questionnaire used is included. Results show: (1) the correlation between manager expectation of visitor responses and the actual responses were poor; (2) lowest ranked facilities and services include swimming areas, restrooms, showers, and concession stands without food service and public telephones; (3) highest ranked facilities and services include roads, signs and information services, parking, water supply, camp grounds, boating accommodations, and concessions providing boat rental and food services; and (4) administrative procedures are needed for declaring old, poorly utilized, and nonserviceable facilities to be defunct. The cost-effectiveness of several recreational sites with respect to operation and maintenance costs were also analyzed. Economic efficiency appears to be an obvious but seldom used criterion for determining what kind and how many facilities should be included at a site. Investment analysis, benefits, and costs and management decisions are discussed. (Seigler-IPA) JF - IWR Research Report No. 78-R3 November 1978. Submitted to the U.S. Army Engineer Institute for Water Resources. 42 p, 2 fig, 26 tab, 20 ref, 2 append. AU - Brown, R E AU - Hansen, W J AD - Army Engineer District Sacramento, CA Y1 - 1978/11// PY - 1978 DA - Nov 1978 KW - Water Resources Abstracts KW - Recreation facilities KW - Recreation demand KW - Investment KW - Economic efficiency KW - Planning KW - Value engineering KW - Reservoir operation KW - Camping KW - Swimming KW - Water sports KW - Boat-launching ramps KW - Fishing KW - Multiple-purpose projects KW - Tourism KW - Use rates KW - Operation and maintenance KW - Management KW - SW 4050:Water law and institutions UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19208224?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Condition+and+Operation+Studies+--+Recreation%3A+Section+I%3A+Evaluation+of+Operational+Effectiveness+of+Recreation+Sites.+Section+II%3A+Investment+Analysis+of+Recreation+Facility+Development&rft.au=Brown%2C+R+E%3BHansen%2C+W+J&rft.aulast=Brown&rft.aufirst=R&rft.date=1978-11-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Middle Island Creek and tributaries, Doddridge County, West Virginia AN - 51929031; 1980-042823 JF - Middle Island Creek and tributaries, Doddridge County, West Virginia Y1 - 1978/10// PY - 1978 DA - October 1978 SP - 15 KW - United States KW - Middle Island Creek KW - geologic hazards KW - floodplains KW - fluvial features KW - floods KW - environmental geology KW - Doddridge County West Virginia KW - West Virginia KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51929031?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-10-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Middle+Island+Creek+and+tributaries%2C+Doddridge+County%2C+West+Virginia&rft.title=Middle+Island+Creek+and+tributaries%2C+Doddridge+County%2C+West+Virginia&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Availability - W.Va. Dep. Nat. Resour., Div. Water, United States N1 - Document feature - illus. incl. plates N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - Testing of Several Runoff Models on an Urban Watershed AN - 19801071; 7890435 AB - Six models, plus two variants of one and a variant of another, were tested with the objective of making a preliminary evaluation of their relative capabilities, accuracies, and ease of application. For four of the models, plus two variant of one of them, the primary performance criterion was the degree to which simulated values matched observed daily and monthly runoff volumes for the 5.5 square mile Castro Valley Watershed near Oakland, California. In addition, tests were performed for several individual runoff events for all six models. The results showed that each model could be calibrated on a single set of data and verified with acceptable accuracy on a different data set. The ease of application was decidedly different for all models, due to the differing level of detail in input data required. Going from the simplest to mode difficult to apply, the continuous models rank as follows: STORM, HEC-1C, SSARR, and HSP. Similar ranking of the single-event models is HEC-1, SWMM and MITCAT. Also, a recent capability added to the STORM model (i.e., SCS procedures for computing runoff and routing) produced more accurate results than the coefficient method of computing quantity of runoff incorporated in the original version of STORM. These limited tests were not intended to serve as a basis for comparison of the accuracy of the various models. However, they did show that the more complex models did not produce better results than the simple models for the Castro Valley Watershed data. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Abbott, J Y1 - 1978/10// PY - 1978 DA - October 1978 SP - 60 PB - U.S. Army Corps of Engineers, Hydrologic Engineering Center, Institute for Water Resources 609 Second St. Davis CA 95616 USA KW - Water Resources Abstracts; Meteorological & Geoastrophysical Abstracts KW - Runoff models KW - Storm Runoff KW - Model Testing KW - Routing KW - Watersheds KW - Storms KW - Model Studies KW - Runoff Volume KW - Evaluation KW - Performance Evaluation KW - Storm models KW - Rainfall-runoff modeling KW - USA, California KW - SW 2060:Effects on water of human nonwater activities KW - M2 556.5:Surface Water Hydrology (556.5) UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19801071?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Abbott%2C+J&rft.aulast=Abbott&rft.aufirst=J&rft.date=1978-10-01&rft.volume=&rft.issue=&rft.spage=60&rft.isbn=&rft.btitle=Testing+of+Several+Runoff+Models+on+an+Urban+Watershed&rft.title=Testing+of+Several+Runoff+Models+on+an+Urban+Watershed&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Ecological effects of an artifical island, Rincon Island, Punta Gorda, California AN - 52016808; 1979-024769 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Johnson, G F AU - deWit, L A Y1 - 1978/09// PY - 1978 DA - September 1978 SP - 108 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 78-3 SN - 0193-5992, 0193-5992 KW - United States KW - methods KW - biomass KW - Punta Gorda KW - data KW - ecosystems KW - analysis KW - Rincon Island KW - observations KW - artificial islands KW - California KW - habitat KW - sediments KW - environmental geology KW - ecology KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52016808?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Johnson%2C+G+F%3BdeWit%2C+L+A&rft.aulast=Johnson&rft.aufirst=G&rft.date=1978-09-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Ecological+effects+of+an+artifical+island%2C+Rincon+Island%2C+Punta+Gorda%2C+California&rft.title=Ecological+effects+of+an+artifical+island%2C+Rincon+Island%2C+Punta+Gorda%2C+California&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Number of references - 20 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables, sketch maps N1 - SuppNotes - U. S. Army Corps Eng. N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - analysis; artificial islands; biomass; California; data; ecology; ecosystems; environmental geology; habitat; methods; observations; Punta Gorda; Rincon Island; sediments; United States ER - TY - RPRT T1 - Guide Manual for the creation of Grid Cell Data Banks AN - 19462235; 7891115 AB - This manual documents basic procedures that are necessary for the successful creation of grid cell data banks. The manual describes Grid Cell data banks and provides guidance on: 1) selection of data variables, 2) source of information, 3) selection of grid cell configuration, 4) basemap creation, 5) data encoding and editing, 6) processing and file structure of data bank, and, 7) updating files and expanding existing data banks. Software needed and available for creating grid cell data banks is described. JF - Training Documents. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W AU - Hodson, B AU - Webb, R P Y1 - 1978/09// PY - 1978 DA - September 1978 SP - 84 KW - ASFA 2: Ocean Technology Policy & Non-Living Resources; Water Resources Abstracts KW - Training aids KW - Training KW - Banks KW - Data collections KW - Structural Engineering KW - Manuals KW - Q2 09161:General KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19462235?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W%3BHodson%2C+B%3BWebb%2C+R+P&rft.aulast=Davis&rft.aufirst=D&rft.date=1978-09-01&rft.volume=&rft.issue=&rft.spage=84&rft.isbn=&rft.btitle=Guide+Manual+for+the+creation+of+Grid+Cell+Data+Banks&rft.title=Guide+Manual+for+the+creation+of+Grid+Cell+Data+Banks&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Adjustment of Peak Discharge Rates for Urbanization AN - 19458952; 7890446 AB - Various investigators have shown that changes from rural to urban conditions within a watershed, in general, significantly affect flood flows. Recorded annual peak discharge rates (or peak discharge rates above a given base) for a basin that has been undergoing a change in land-use conditions represent a non-stationary time series. The series must be adjusted to a specific land-use condition (typically present conditions) prior to performing a statistical frequency analysis. It was the aim of this note to present a procedure utilizing a single event rainfall-runoff model for transforming recorded peak discharges at a gaging station to a consistent set that reflects existing land-use conditions. Methods presented can be used as a guide to determine an existing-condition discharge frequency curve of annual peaks (or peak discharge rates above a given base) when utilizing a single event rainfall-runoff model. The Multiplan-ratio option of HEC-1 permits the user to calculate systematically the hydrologic response of several storm events for a given set of land-use conditions. The adjustment procedure described is also applicable when predicting runoff for estimated future conditions. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gundlach, D L Y1 - 1978/09// PY - 1978 DA - September 1978 SP - 14 KW - Water Resources Abstracts; ASFA 2: Ocean Technology Policy & Non-Living Resources KW - Land Use KW - Resource management KW - Discharge Frequency KW - Urbanization KW - Rainfall-runoff Relationships KW - Annual variations KW - Gaging Stations KW - Bases KW - River discharge KW - Watersheds KW - Storms KW - Frequency analysis KW - Hydrologic Models KW - Flood Peak KW - Runoff KW - Q2 09162:Methods and instruments KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19458952?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gundlach%2C+D+L&rft.aulast=Gundlach&rft.aufirst=D&rft.date=1978-09-01&rft.volume=&rft.issue=&rft.spage=14&rft.isbn=&rft.btitle=Adjustment+of+Peak+Discharge+Rates+for+Urbanization&rft.title=Adjustment+of+Peak+Discharge+Rates+for+Urbanization&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Historical Performance of Design Departures of Muskegon County Wastewater Management System Number One as Viewed by the Design Engineer AN - 14109285; 10369851 AB - Various modifications of conventional wastewater treatment plants were implemented in the muskegon county wastewater management system no. 1, primarily to save nearly $20 million in construction costs. The design modifications include: eliminating the grubbing of tree roots in areas cleared for agricultural purposes; eliminating most of the lining of the sand bottom lagoon; paving 8 in thick soil-cement slopes; employing prefabricated pumping stations of up to 28 mgd capacity; percolating wastewater through soils underlying the storage lagoon as a treatment process; and using automatic machines for laying the drainage pipes, sand ditches, and storage lagoons. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Bauer, W J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 107 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER MANAGEMENT KW - COST BENEFIT ANALYSIS, WATER KW - BIOLOGICAL TREATMENT KW - ECONOMICS, WATER KW - ILLINOIS KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AERATED LAGOONS KW - COST BENEFIT ANALYSIS, LAND KW - GROUNDWATER KW - DRAINAGE KW - ECONOMICS, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14109285?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Historical+Performance+of+Design+Departures+of+Muskegon+County+Wastewater+Management+System+Number+One+as+Viewed+by+the+Design+Engineer&rft.au=Bauer%2C+W+J&rft.aulast=Bauer&rft.aufirst=W&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=107&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; DRAINAGE; WASTEWATER MANAGEMENT; CONFERENCE PAPER; AERATED LAGOONS; BIOLOGICAL TREATMENT; ECONOMICS, LAND; COST BENEFIT ANALYSIS, WATER; COST BENEFIT ANALYSIS, LAND; ILLINOIS; ECONOMICS, WATER; GROUNDWATER ER - TY - JOUR T1 - Field Investigations of Advanced Treatment of Municipal Wastewater by Overland Flow AN - 14109244; 10369844 AB - Overland flow treatment of municipal facultative lagoon effluents was investigated to provide data for the design and operation of land treatment systems. Twenty-four research plots measuring 4.6 X 46 M were set up at a USACE facility in utica, Miss. factors evaluated include: the amount of wastewater applied; length of application period; slope of treatment area; crop management; and reduction in BOD, suspended solids, nitrogen, heavy metals, phosphorus, and coliforms. Runoff BOD averaged 10 mg/l and suspended solids averaged 14 mg/l after overland flow treatment. Reduction of fecal coliforms to acceptable levels was achieved only through continuous wastewater application. Nitrogen reductions were 80% at the application rate of 2.54 cm/18 hr, and phosphorus reductions ranged from 40-60% at the application rate of 1.27 cm/6 hr. Overland flow treatment effectively reduced heavy metals in applied wastewaters by more than 90%. Overland flow treatment of municipal wastewaters produced grass yields on marginal agricultural soils that approach yields obtained on higher-Quality agricultural soils. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Peters, R E AU - Lee, C R Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 45 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - NITROGEN KW - IRRIGATION KW - GRASSES KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - BIOCHEMICAL OXYGEN DEMAND KW - STORM RUNOFF KW - COLIFORM BACTERIA KW - SUSPENDED SOLIDS KW - PHOSPHORUS KW - HEAVY METALS KW - MISSISSIPPI KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14109244?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Field+Investigations+of+Advanced+Treatment+of+Municipal+Wastewater+by+Overland+Flow&rft.au=Peters%2C+R+E%3BLee%2C+C+R&rft.aulast=Peters&rft.aufirst=R&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=45&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 9 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; BIOCHEMICAL OXYGEN DEMAND; HEAVY METALS; PHOSPHORUS; NITROGEN; STORM RUNOFF; MISSISSIPPI; GRASSES; COLIFORM BACTERIA; SUSPENDED SOLIDS; IRRIGATION ER - TY - JOUR T1 - Groundwater Recharge with Reclaimed Waters from the Pomona, San Jose Creek, and Whittier Narrows Plants AN - 14109196; 10369277 AB - Various aspects of the groundwater recharge program instituted in the montebello forebay area of Southern California are reviewed. Since 1962, three wastewater reclamation facilities have been in operation in Los Angeles county to help meet the pressing need for groundwater replenishment. Secondary effluent Quality levels at the whittier narrows, San Jose creek, and pomona reclamation centers are summarized, and annual inflows to the montebello forebay from the three systems are listed. Studies concerning the changes in water Quality during percolation are reviewed. A study has been initiated to gauge the possible health effects from the groundwater recharge program. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Dryden, Franklin D AU - Chen, Ching-Lin Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 241 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - CALIFORNIA KW - ARTIFICIAL RECHARGE KW - INFILTRATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - WASTEWATER REUSE KW - MONITORING, WATER KW - GROUNDWATER KW - WASTEWATER TREATMENT KW - WASTEWATER ANALYSIS KW - PERCOLATION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14109196?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Groundwater+Recharge+with+Reclaimed+Waters+from+the+Pomona%2C+San+Jose+Creek%2C+and+Whittier+Narrows+Plants&rft.au=Dryden%2C+Franklin+D%3BChen%2C+Ching-Lin&rft.aulast=Dryden&rft.aufirst=Franklin&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=241&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CALIFORNIA; WASTEWATER DISPOSAL, LAND; WASTEWATER TREATMENT; CONFERENCE PAPER; WASTEWATER ANALYSIS; WATER QUALITY CRITERIA; ARTIFICIAL RECHARGE; MONITORING, WATER; WASTEWATER REUSE; PERCOLATION; INFILTRATION; GROUNDWATER ER - TY - JOUR T1 - The Fate of Sewage Effluent Heavy Metals in Land Wastewater Disposal Sites AN - 14108218; 10369509 AB - The fate of heavy metals applied to land in secondary treated sewage effluent was studied. Metals applied to the land are generally concentrated, by adsorption and precipitation, in the soil near the surface. There is no evidence of leachate metal loss from soils that have been used for sewage effluent disposal. Although effluent-applied metals are taken up by plants, the uptake rate is very low compared to application rates, and will not significantly reduce the metals in the soil. Metals in soil particles may erode away from disposal sites, but such erosion can be reduced by maintaining vegetative cover and minimizing runoff. With proper management, the metal constituents of sewage effluent should not harm the environment. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Brown, K W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 301 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CADMIUM KW - IRRIGATION KW - EROSION KW - SOIL ANALYSIS KW - SEWAGE DISPOSAL, LAND KW - LEAD KW - NICKEL KW - CONFERENCE PAPER KW - COPPER KW - ZINC KW - LEACHING KW - HEAVY METALS KW - ADSORPTION KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14108218?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Fate+of+Sewage+Effluent+Heavy+Metals+in+Land+Wastewater+Disposal+Sites&rft.au=Brown%2C+K+W&rft.aulast=Brown&rft.aufirst=K&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=301&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; COPPER; CADMIUM; IRRIGATION; EROSION; ZINC; LEACHING; HEAVY METALS; SOIL ANALYSIS; ADSORPTION; LEAD; SEWAGE DISPOSAL, LAND; DISPOSAL SITES; NICKEL ER - TY - JOUR T1 - Accumulation of Trace Elements in Soil and Plants from Land Disposal of Secondary Domestic Wastewater AN - 14107972; 10369508 AB - Accumulation of trace elements in soil and plants from land disposal of secondary treated wastewater was examined at two locations: Las virgenes and orange county wastewater treatment plants in Southern California. Soil, plant, and wastewater effluent samples were collected six times during 1976-77. Soil was analyzed for particle size distribution, cation exchange capacity, soil moisture, and metal content. Atomic absorption spectrometry was used to determine concentrations of lead, nickel, cadmium, and silver. Cadmium levels in the plant material collected from sites at Las virgenes receiving wastewater were slightly elevated; plants from sites at orange county were unaffected. Silver, cadmium, and lead concentrations were higher in the surface layer of soil receiving wastewater effluent at the orange county pant, while the distribution of metals at the Las virgenes test sites receiving wastewater was not restricted to the surface layer. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Olson, Betty H AU - Guinn, Vincent P Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 289 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CADMIUM KW - CALIFORNIA KW - SOIL CHEMISTRY KW - SOIL ANALYSIS KW - LEAD KW - NICKEL KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - SILVER KW - WASTEWATER ANALYSIS KW - HEAVY METALS KW - DISPOSAL SITES KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14107972?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Accumulation+of+Trace+Elements+in+Soil+and+Plants+from+Land+Disposal+of+Secondary+Domestic+Wastewater&rft.au=Olson%2C+Betty+H%3BGuinn%2C+Vincent+P&rft.aulast=Olson&rft.aufirst=Betty&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=289&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 9 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; CADMIUM; CALIFORNIA; SOIL CHEMISTRY; WASTEWATER ANALYSIS; SILVER; HEAVY METALS; SOIL ANALYSIS; LEAD; DISPOSAL SITES; BIOACCUMULATION, PLANT; NICKEL ER - TY - JOUR T1 - Effects of Municipal Wastewater Irrigation on Select Species of Mammals AN - 14107779; 10369507 AB - Effects of wastewater irrigation on wildlife and wildlife habitat were investigated. Populations of white-footed mice were significantly higher on effluent irrigated than on nonirrigated sites during the fall, but not during the spring. Analyses of heavy metals concentrations in liver and kidney tissues of white-footed mice and cottontail rabbits indicated that: lead and cadmium were accumulating in mice inhabiting irrigated forest sites; and copper was accumulating in kidney tissues of cottontail rabbits in irrigated areas. Heavy metals concentrations had not reached hazardous levels in herbivorous small mammals inhabiting areas irrigated with sewage effluent. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Anthony, Robert G AU - Bierei, Gregg R AU - Kozlowski, Rosemarie Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 281 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - MAMMALS KW - CADMIUM KW - IRRIGATION KW - FOREST ECOSYSTEMS KW - LEAD KW - NICKEL KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - CHROMIUM KW - BIOLOGY, ANIMAL KW - COPPER KW - BIOASSAY KW - ZINC KW - HEAVY METALS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14107779?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Effects+of+Municipal+Wastewater+Irrigation+on+Select+Species+of+Mammals&rft.au=Anthony%2C+Robert+G%3BBierei%2C+Gregg+R%3BKozlowski%2C+Rosemarie&rft.aulast=Anthony&rft.aufirst=Robert&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=281&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CHROMIUM; CONFERENCE PAPER; BIOLOGY, ANIMAL; COPPER; MAMMALS; BIOASSAY; CADMIUM; IRRIGATION; ZINC; HEAVY METALS; FOREST ECOSYSTEMS; LEAD; NICKEL ER - TY - JOUR T1 - A Case Study of Soil Phosphorus and Heavy Metals Due to Extended Effluent Irrigation AN - 14107733; 10369505 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Anderson, Mikkel R Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 1 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - PH HYDROGEN ION CONCENTRATION KW - SOIL ANALYSIS KW - INFILTRATION KW - LEAD KW - WASTEWATER DISPOSAL, LAND KW - CHROMIUM KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - COPPER KW - ZINC KW - PHOSPHORUS KW - HEAVY METALS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14107733?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=A+Case+Study+of+Soil+Phosphorus+and+Heavy+Metals+Due+to+Extended+Effluent+Irrigation&rft.au=Anderson%2C+Mikkel+R&rft.aulast=Anderson&rft.aufirst=Mikkel&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=1&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; ZINC; CONFERENCE PAPER; IRRIGATION, SPRAY; CHROMIUM; PH HYDROGEN ION CONCENTRATION; COPPER; HEAVY METALS; PHOSPHORUS; SOIL ANALYSIS; INFILTRATION; LEAD ER - TY - JOUR T1 - Use of Natural Terrestrial Vegetation for Renovation of Wastewater in Michigan AN - 14106982; 10369861 AB - The use of natural vegetation for renovation of secondary municipal effluent was investigated from 1975-77 as part of Michigan state Univ.'s water Quality management facility land application studies. Secondary municipal effluent was applied to abandoned farm fields and to unmanaged beech-sugar forests for two years, and mass balances for phosphorus, nitrogen, and chloride were calculated. Data from the abandoned farm fields applications indicated that, with proper field management, the wastewater could be renovated effectively. Harvesting appeared to extend the active growing season, and resulted in continued nitrogen and phosphorus uptake through October. Results of the forest wastewater applications indicated that output leachate concentrations of nitrate-nitrogen often approached or exceeded input concentrations when effluent was applied at 5 cm/wk by spray irrigation. Management implications of the data are discussed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Burton, Thomas M AU - Hook, James E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 199 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WATER PURIFICATION, NATURAL KW - NITROGEN KW - EVAPOTRANSPIRATION KW - FOREST ECOSYSTEMS KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - MICHIGAN KW - STORM RUNOFF KW - LEACHING KW - PHOSPHORUS KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106982?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Use+of+Natural+Terrestrial+Vegetation+for+Renovation+of+Wastewater+in+Michigan&rft.au=Burton%2C+Thomas+M%3BHook%2C+James+E&rft.aulast=Burton&rft.aufirst=Thomas&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=199&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - EVAPOTRANSPIRATION; WASTEWATER DISPOSAL, LAND; WATER PURIFICATION, NATURAL; CONFERENCE PAPER; IRRIGATION, SPRAY; LEACHING; MICHIGAN; PHOSPHORUS; FOREST ECOSYSTEMS; NITROGEN; STORM RUNOFF; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - Use of Wastewater in Turf Irrigation AN - 14106571; 10369858 AB - The U.S. air force Academy's eisenhower golf course was monitored from 1964-76 to determine the environmental effects of using wastewater for turf irrigation. Elevated levels of potassium, copper, iron, and zinc occurred in soils from the irrigated portions of the golf course. Analysis of soil cores from various sites indicated a buildup in metal concentration that is inversely proportional to Depth. a change in the species composition of the turf was observed. Perennial grasses originally established on the greens, Tees, and fairways included common bluegrass, redtop, Seaside, and colonial bentgrass. The perennials have been replaced over the years by shallow rooted annuals, primarily annual bluegrass. Some adverse effects were noted in Ponderosa pine on and adjacent to irrigated areas. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Gaseor, Randal A AU - Biever, Lawrence J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 165 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - COLORADO KW - CONFERENCE PAPER KW - IRRIGATION, SPRAY KW - TRACE ELEMENTS KW - SOIL CHEMISTRY KW - WASTEWATER ANALYSIS KW - SOIL ANALYSIS KW - GRASSES KW - SEWAGE DISPOSAL, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106571?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Use+of+Wastewater+in+Turf+Irrigation&rft.au=Gaseor%2C+Randal+A%3BBiever%2C+Lawrence+J&rft.aulast=Gaseor&rft.aufirst=Randal&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=165&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; IRRIGATION, SPRAY; CONFERENCE PAPER; COLORADO; WASTEWATER ANALYSIS; SOIL ANALYSIS; TRACE ELEMENTS; SEWAGE DISPOSAL, LAND; GRASSES ER - TY - JOUR T1 - Wetlands Wastewater Treatment Systems AN - 14106552; 10369855 AB - Two artificial wetlands sewage reclamation systems are examined from an engineering viewpoint. The systems appear to be technically superior to conventional secondary treatment plants and the efficiency of such systems can be compared to that of advanced wastewater treatment plants. Estimated construction, operation, and maintenance costs of artificial wetlands are far less than equivalent costs are for either conventional or advanced treatment plants in the 38-3800 Cu m/day flow range. Energy consumed in artificial wetlands construction is estimated to be a small fraction of the total energy required to build a conventional or advanced treatment plant. Design constraints that are necessary to gain the technical, economic, and energy advantages of artificial wetlands for sewage reclamation are presented. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Small, Maxwell M Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 141 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DENITRIFICATION KW - WATER PURIFICATION KW - AQUATIC PLANTS KW - NITROGEN KW - ECONOMICS, WATER KW - SEWAGE DISPOSAL, LAND KW - WETLANDS KW - CONFERENCE PAPER KW - STORM RUNOFF KW - LAND USE PLANNING KW - SUSPENDED SOLIDS KW - CAPITAL COSTS KW - SEWAGE ANALYSIS KW - OPERATING AND MAINTENANCE COSTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106552?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Wetlands+Wastewater+Treatment+Systems&rft.au=Small%2C+Maxwell+M&rft.aulast=Small&rft.aufirst=Maxwell&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=141&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DENITRIFICATION; CONFERENCE PAPER; WATER PURIFICATION; AQUATIC PLANTS; NITROGEN; STORM RUNOFF; LAND USE PLANNING; SUSPENDED SOLIDS; CAPITAL COSTS; SEWAGE ANALYSIS; OPERATING AND MAINTENANCE COSTS; ECONOMICS, WATER; SEWAGE DISPOSAL, LAND; WETLANDS ER - TY - JOUR T1 - Development of Land Application Design Criteria from Field Investigations AN - 14106522; 10369852 AB - Designing a system for land treatment of wastewater involves the application of a general procedure to site-specific conditions. A recent feasibility study developed the necessary design criteria for a site in Fort Polk, La. The initial site assessment provided information about general site conditions, groundwater, soils, climate, and certain special conditions. Detailed site investigations provided specific information on soil, geologic, and hydraulic conductivity. Application rates and storage requirements were developed for rapid infiltration, slow rate, and overland flow systems. It was determined that the most efficient and effective alternative is the rapid infiltration system. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Uiga, Ants Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 115 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - FOREST MANAGEMENT KW - LAND USE PLANNING KW - AGRICULTURAL LAND KW - GROUNDWATER KW - IRRIGATION KW - SOIL CHEMISTRY KW - LOUISIANA KW - INFILTRATION KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106522?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Development+of+Land+Application+Design+Criteria+from+Field+Investigations&rft.au=Uiga%2C+Ants&rft.aulast=Uiga&rft.aufirst=Ants&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=115&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; FOREST MANAGEMENT; LOUISIANA; INFILTRATION; DISPOSAL SITES; AGRICULTURAL LAND; LAND USE PLANNING; GROUNDWATER; IRRIGATION ER - TY - JOUR T1 - Determination of Application Rates and Schedules in Land Treatment Systems AN - 14106467; 10369144 AB - Optimal application rates for land treatment systems can be determined by field measurements, a comparison of rates from similar existing projects, or a combination of measurements and comparisons. Application rates in irrigation systems may be determined by examining water balance, nitrogen balance, and measured or estimated percolation rates. Overland flow application rates are dependent to a large extent on wastewater treatment needs; rates generally are determined by comparison with existing systems. Rapid infiltration systems need both field measurements and comparisons. More data on the relationship of design loadings to field conditions and treatment performance are needed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Crites, Ronald W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 389 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - IRRIGATION KW - INFILTRATION KW - SECONDARY TREATMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106467?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Determination+of+Application+Rates+and+Schedules+in+Land+Treatment+Systems&rft.au=Crites%2C+Ronald+W&rft.aulast=Crites&rft.aufirst=Ronald&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=389&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; NITROGEN; INFILTRATION; SECONDARY TREATMENT; IRRIGATION ER - TY - JOUR T1 - Water Pollution Control Through Land Disposal of Secondary-Treated Wastewater Effluents AN - 14106424; 10369131 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Sanai, M AU - Shayegan, J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 231 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - NITROGEN KW - IRRIGATION KW - SECONDARY TREATMENT KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - ALFALFA KW - POTASSIUM KW - AGRICULTURAL LAND KW - PHOSPHORUS KW - CORN KW - POTATOES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106424?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Water+Pollution+Control+Through+Land+Disposal+of+Secondary-Treated+Wastewater+Effluents&rft.au=Sanai%2C+M%3BShayegan%2C+J&rft.aulast=Sanai&rft.aufirst=M&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=231&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; NUTRIENTS; ALFALFA; PHOSPHORUS; NITROGEN; POTATOES; CORN; POTASSIUM; SECONDARY TREATMENT; AGRICULTURAL LAND; IRRIGATION ER - TY - JOUR T1 - Toxic Chemicals Associated with Land Treatment of Wastewater AN - 14106384; 10369114 AB - Wastewater purification problems are briefly outlined. Previous studies on the presence and effects of organic and inorganic Chemicals in urban wastewater are reviewed. New concepts of land treatment of wastewater are intended not to replace but to further current treatment methods by filtering out additional impurities through soil mantles. Such water could be used to recharge natural water systems or for irrigation. Not enough is known about organic compounds and trace metal elements to gauge their long-term effects. The fate of toxic Chemicals in the soil mantle filtration process must become understood before long-term land treatment operations can begin safely. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Chang, A C AU - Page, AL Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 47 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - HAZARDOUS WASTES KW - MICROORGANISMS KW - CHEMICAL RESIDUES KW - TRACE ELEMENTS KW - CADMIUM KW - SOIL CHEMISTRY KW - DISEASE CARRIERS KW - LEAD KW - EFFLUENT STANDARDS KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - ZINC KW - WASTEWATER ANALYSIS KW - MERCURY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106384?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Toxic+Chemicals+Associated+with+Land+Treatment+of+Wastewater&rft.au=Chang%2C+A+C%3BPage%2C+AL&rft.aulast=Chang&rft.aufirst=A&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=47&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - HAZARDOUS WASTES; WASTEWATER DISPOSAL, LAND; MICROORGANISMS; CONFERENCE PAPER; CHEMICAL RESIDUES; TRACE ELEMENTS; CADMIUM; ZINC; SOIL CHEMISTRY; DISEASE CARRIERS; WASTEWATER ANALYSIS; LEAD; MERCURY; EFFLUENT STANDARDS ER - TY - JOUR T1 - Sorption of Cadmium Onto Two Mineral Soils AN - 14106250; 10369510 AB - Batch experiments were conducted to describe the sorption of low concentrations (5-50 ppb in solution) of cadmium onto two mineral soils (less than 0.5 mm fraction). Mechanisms involved in the attenuation of cadmium in land treatment systems are examined. Sorption isotherms, soil kinetics, influence of soil ph, and the competitive effects of calcium are discussed. Results indicate that the Sandy soils studied will extensively sorb free cadmium ions present in land applied waste waters, but sorption capacities are significantly influenced by calcium and hydrogen ion concentrations of the soil-wastewater system. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Christensen, Thomas H AU - Carlson, Dale A Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 307 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CALCIUM KW - CONFERENCE PAPER KW - CADMIUM KW - SOIL CHEMISTRY KW - SOIL ANALYSIS KW - SORPTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106250?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Sorption+of+Cadmium+Onto+Two+Mineral+Soils&rft.au=Christensen%2C+Thomas+H%3BCarlson%2C+Dale+A&rft.aulast=Christensen&rft.aufirst=Thomas&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=307&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 9 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; CALCIUM; SOIL ANALYSIS; CADMIUM; SORPTION ER - TY - JOUR T1 - The Claw Model for Estimating the Costs of Land Application of Wastewater AN - 14106180; 10369872 AB - The cost of land application of wastewater model simulates five steps: preapplication treatment, transmission, effluent storage, application system, and recovery of renovated water. Cost estimates can be generated, using a variety of design assumptions and unit costs, for alternative land application techniques. Generated are cost estimates for six land applications: solid set irrigation, center pivot irrigation, border strip irrigation, ridge and furrow irrigation, overland flow, and infiltration basins. Cost estimate sensitivity to variations in design costs is evaluated, and design parameters of each land application technique are analyzed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Young, CEdwin Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 355 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - IRRIGATION KW - CAPITAL COSTS KW - FOOD CROPS KW - ECONOMICS, LAND KW - INFILTRATION KW - ECONOMICS, WATER KW - SUBSIDIES KW - MATHEMATIC MODELS, WATER KW - MATHEMATIC MODELS, ECONOMICS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106180?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Claw+Model+for+Estimating+the+Costs+of+Land+Application+of+Wastewater&rft.au=Young%2C+CEdwin&rft.aulast=Young&rft.aufirst=CEdwin&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=355&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CAPITAL COSTS; CONFERENCE PAPER; FOOD CROPS; ECONOMICS, LAND; ECONOMICS, WATER; INFILTRATION; MATHEMATIC MODELS, WATER; SUBSIDIES; MATHEMATIC MODELS, ECONOMICS; IRRIGATION ER - TY - JOUR T1 - Computer Techniques for the Analysis of Land Treatment Systems AN - 14106156; 10369871 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Ewing, Ronald L AU - Ferrari, Nick Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 341 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - PHOENIX KW - WASTEWATER MANAGEMENT KW - CONFERENCE PAPER KW - COMPUTER APPLICATIONS KW - MATHEMATIC MODELS, LAND KW - PERCOLATION KW - INFILTRATION KW - ECONOMICS, WATER KW - DISPOSAL SITES KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106156?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Computer+Techniques+for+the+Analysis+of+Land+Treatment+Systems&rft.au=Ewing%2C+Ronald+L%3BFerrari%2C+Nick&rft.aulast=Ewing&rft.aufirst=Ronald&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=341&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; COMPUTER APPLICATIONS; CONFERENCE PAPER; WASTEWATER MANAGEMENT; PHOENIX; MATHEMATIC MODELS, LAND; PERCOLATION; ECONOMICS, WATER; INFILTRATION; MATHEMATIC MODELS, WATER; DISPOSAL SITES ER - TY - JOUR T1 - An Adsorption Model for Prediction of Virus Breakthrough from Fixed Beds AN - 14106136; 10369993 AB - Laboratory and field studies have demonstrated the potential for biological and chemical contamination of U.S. groundwater supplies by percolation from land application of untreated and treated wastewater, sludge land spreading, septic tanks, and landfill leachates. Experiments were conducted and mathematical models were developed to predict the breakthrough of low levels of virus from percolating columns under conditions of adsorption and elution. Breakthrough of viruses was illustrated by ion exchange/adsorption equations. Predictions were in qualitative agreement with observations from experiments that measured virus uptake by activated carbon or silty soil in columns. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Vilker, Vincent L Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 381 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - MATHEMATIC MODELS, BIOLOGICAL KW - VIRUSES KW - GROUNDWATER KW - MATHEMATIC MODELS, LAND KW - PERCOLATION KW - SOIL ANALYSIS KW - ADSORPTION KW - SEWAGE DISPOSAL, LAND KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106136?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=An+Adsorption+Model+for+Prediction+of+Virus+Breakthrough+from+Fixed+Beds&rft.au=Vilker%2C+Vincent+L&rft.aulast=Vilker&rft.aufirst=Vincent&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=381&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; MATHEMATIC MODELS, LAND; PERCOLATION; SOIL ANALYSIS; ADSORPTION; MATHEMATIC MODELS, BIOLOGICAL; SEWAGE DISPOSAL, LAND; MATHEMATIC MODELS, WATER; GROUNDWATER; VIRUSES ER - TY - JOUR T1 - Microbiological Aerosols from a Field Source During Sprinkler Irrigation with Wastewater AN - 14106022; 10369868 AB - The strength and dispersion of bacterial aerosols resulting from spray irrigation of land using chlorinated, ponded wastewater were measured. Wastewater was seeded with fluorescent dye to characterize the aerosol cloud without the effect of biological decay. Continuous onsite meteorological measurements were performed, and wastewater chemical parameters were monitored. A standard plate count of bacterial aerosols at 30 M downwind of the application site ranged from 46-1582 colony-forming units. The count reduced by 15% at 50 M and by 92% at 200 M. Aerosol strength also was greatly reduced at elevated sampler stations. Approximately 75% of the bacteria-bearing aerosol particles 30 M downwind were within the range of pulmonary deposition-any pathogens present in the aerosol particles would have ready access to the human respiratory tract. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Bausum, Howard T AU - Brockett, Bruce E AU - Schumacher, Patricia W AU - Schaub, Stephen A AU - McKim, Harlan L AU - Bates, Roy Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 273 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - AIR ANALYSIS KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - IRRIGATION, SPRAY KW - COLIFORM BACTERIA KW - AEROSOLS KW - WASTEWATER ANALYSIS KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14106022?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Microbiological+Aerosols+from+a+Field+Source+During+Sprinkler+Irrigation+with+Wastewater&rft.au=Bausum%2C+Howard+T%3BBrockett%2C+Bruce+E%3BSchumacher%2C+Patricia+W%3BSchaub%2C+Stephen+A%3BMcKim%2C+Harlan+L%3BBates%2C+Roy&rft.aulast=Bausum&rft.aufirst=Howard&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=273&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AEROSOLS; AIR ANALYSIS; WASTEWATER DISPOSAL, LAND; IRRIGATION, SPRAY; CONFERENCE PAPER; WASTEWATER ANALYSIS; COLIFORM BACTERIA; HEALTH, ENV ER - TY - JOUR T1 - Treatment of Waste from a Confined Hog Feeding Unit by Using Artificial Marshes AN - 14105999; 10369856 AB - Artificial marshes as waste treatment systems for effluents from confined hog feeding operations were evaluated. Marshes were planted with one of three emergent species-sparganium eurycarpum, phragmites australis, or Typha glauca-and received three loadings of hog waste. A complete hydrological and nutrient budget was determined for each marsh. Data on COD and solids also were collected. Vegetative growth and reproduction were monitored regularly during the growing season to examine the effect of sludge accumulation on plant vigor. It was significant that the artificial marshes treating hog wastes did not develop any odors during their first year of operation. Marshes produced a superior effluent to that of an anaerobic lagoon. As much as 70% of the total volatile solids and 50% of the COD was removed by the marshes, largely through mechanical filtration. Approximately 17% of the nitrogen and phosphorus was removed, mostly by uptake into the plants. Design criteria and suggested modifications for these marshes are presented. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Werblan, Donna AU - Van, Der Valk AG AU - Davi, C B AU - Smith, Richard J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 149 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - CHEMICAL OXYGEN DEMAND KW - AQUATIC PLANTS KW - ANIMAL WASTE TREATMENT KW - PHOSPHORUS KW - VOLATILITY KW - MARSHES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14105999?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Treatment+of+Waste+from+a+Confined+Hog+Feeding+Unit+by+Using+Artificial+Marshes&rft.au=Werblan%2C+Donna%3BVan%2C+Der+Valk+AG%3BDavi%2C+C+B%3BSmith%2C+Richard+J&rft.aulast=Werblan&rft.aufirst=Donna&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=149&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - ANIMAL WASTE TREATMENT; CONFERENCE PAPER; PHOSPHORUS; CHEMICAL OXYGEN DEMAND; AQUATIC PLANTS; VOLATILITY; MARSHES ER - TY - JOUR T1 - A Prototype Program for Monitoring Domestic Wastewater Land Treatment Systems AN - 14105771; 10369869 AB - Described is a comprehensive prototype program for monitoring the effects of land treatment of domestic wastewater on surface and groundwaters. The program presents minimum surveillance requirements based on identified water Quality monitoring objectives. These objectives are designed to: provide sufficient public health and environmental protection; meet the requirements of State and federal regulatory agencies; assist plant managers in controlling effluent Quality; contribute to public acceptance of land application as a viable and safe treatment technique; and permit the accumulation of data on water Quality, enabling demonstration of compliance with existing state criteria for public water supply sources. Developed are schedules for initial sewage effluent characterization, baseline monitoring of native waters, and operational management and compliance monitoring. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Bauer, John W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 317 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - MONITORING, WATER KW - GROUNDWATER KW - WATER WELLS KW - WASTEWATER ANALYSIS KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14105771?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=A+Prototype+Program+for+Monitoring+Domestic+Wastewater+Land+Treatment+Systems&rft.au=Bauer%2C+John+W&rft.aulast=Bauer&rft.aufirst=John&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=317&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WATER WELLS; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WASTEWATER ANALYSIS; MONITORING, WATER; HEALTH, ENV; GROUNDWATER ER - TY - JOUR T1 - Relative Health Factors Comparing Activated Sludge Systems to Land Application Systems AN - 14105730; 10369867 AB - Health factors associated with a conventional activated sludge wastewater treatment system and a land application treatment system were compared. Mechanisms in each system for removing potentially hazardous bacterial and viral agents in the wastewater were examined. Preliminary results demonstrate that land application systems provide equal or greater protection against various wastewater bacteria and viruses, although both systems are effective in minimizing health risks. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Uiga, Ants AU - Fehrmann, Robert C AU - Crites, Ronald W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 253 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AERATED LAGOONS KW - TRACE ELEMENTS KW - COLIFORM BACTERIA KW - VIRUSES KW - WASTEWATER TREATMENT KW - WASTEWATER ANALYSIS KW - HEALTH, ENV KW - ACTIVATED SLUDGE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14105730?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Relative+Health+Factors+Comparing+Activated+Sludge+Systems+to+Land+Application+Systems&rft.au=Uiga%2C+Ants%3BFehrmann%2C+Robert+C%3BCrites%2C+Ronald+W&rft.aulast=Uiga&rft.aufirst=Ants&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=253&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 10 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WASTEWATER TREATMENT; CONFERENCE PAPER; WASTEWATER ANALYSIS; AERATED LAGOONS; TRACE ELEMENTS; COLIFORM BACTERIA; VIRUSES; HEALTH, ENV; ACTIVATED SLUDGE ER - TY - JOUR T1 - A Method for Preliminary Evaluation of Soil Series Characteristics to Determine the Potential for Land Treatment Processes AN - 14105703; 10369847 AB - Described is a simple method for preliminary evaluation of soils for land treatment processes. Values of significant soil properties found in most soil surveys are used to assess the feasibility of slow rate irrigation, overland flow, and rapid infiltration processes. Data on depth to bedrock, slope, and soil permeability are separated into ranges and assigned numerical values in a rating matrix. Matrix values reflect a soil property's relative importance to a particular land treatment process. Rating values of each property are combined to achieve an ultimate rating of the suitability of a particular soil series. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Moser, Mark A Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 71 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AGRICULTURAL LAND KW - IRRIGATION KW - DRAINAGE KW - SOIL CHEMISTRY KW - INFILTRATION KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14105703?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=A+Method+for+Preliminary+Evaluation+of+Soil+Series+Characteristics+to+Determine+the+Potential+for+Land+Treatment+Processes&rft.au=Moser%2C+Mark+A&rft.aulast=Moser&rft.aufirst=Mark&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=71&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; DRAINAGE; SOIL CHEMISTRY; CONFERENCE PAPER; INFILTRATION; DISPOSAL SITES; AGRICULTURAL LAND; IRRIGATION ER - TY - JOUR T1 - Heavy Metal Content and Mineral Nutrition on Corn and Perennial Grasses Irrigated with Municipal Wastewater AN - 14105460; 10369506 AB - Renovation of municipal wastewater effluent by land treatment was studied from 1974-77. The investigation was conducted on a well drained silt loam soil; water table depth was about 150 cm. The effluent, which was obtained from an activated sludge treatment facility serving a domestic suburban population, was applied on corn at rates of 5 cm/wk and 10 cm/wk during the growing season. Slightly higher rates were applied on perennial grasses. Trace metal concentrations in the effluent were low, and only minor changes in trace metal contents of corn and grass tissues were observed. Copper and potassium concentration decreased-often to the point of deficiency-in corn and grasses grown on effluent treated soil. Iron and manganese contents of corn and grasses were also greatly reduced. The reductions may have resulted from the higher soil ph in treated areas. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Dowdy, R H AU - Marten, G C AU - Clapp, CE AU - Larson, W E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 175 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CALCIUM KW - IRRIGATION KW - GRASSES KW - NICKEL KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - COPPER KW - POTASSIUM KW - ZINC KW - HEAVY METALS KW - PHOSPHORUS KW - CORN KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14105460?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Heavy+Metal+Content+and+Mineral+Nutrition+on+Corn+and+Perennial+Grasses+Irrigated+with+Municipal+Wastewater&rft.au=Dowdy%2C+R+H%3BMarten%2C+G+C%3BClapp%2C+CE%3BLarson%2C+W+E&rft.aulast=Dowdy&rft.aufirst=R&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=175&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CALCIUM; CONFERENCE PAPER; NUTRIENTS; COPPER; POTASSIUM; IRRIGATION; ZINC; PHOSPHORUS; HEAVY METALS; CORN; GRASSES; BIOACCUMULATION, PLANT; NICKEL ER - TY - JOUR T1 - Storage Capacity and Loading Rates for Nitrogen and Phosphorus AN - 14104938; 10369146 AB - Plant uptake of nitrogen and phosphorus, and soil storage capacity for excess nitrogen and phosphorus, are seen as important factors in determining loading rates for wastewater application to land. An overloading of nitrogen and phosphorus could lead to groundwater pollution and unwanted growth of other plants. Storage mechanisms for nitrogen include ammonium fixation by clay minerals and organic matter and the retention of ammonium as an exchangable cation for incorporation into organic matter. Potassium storage occurs by reaction with inorganic particles in the soil. Methods of determining proper application rates are discussed on the basis of previous investigations. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Pratt, P F AU - Broadbent, F E AU - Ryden, J C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 405 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - FOOD CROPS KW - PHOSPHORUS KW - GRASSES KW - SORPTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104938?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Storage+Capacity+and+Loading+Rates+for+Nitrogen+and+Phosphorus&rft.au=Pratt%2C+P+F%3BBroadbent%2C+F+E%3BRyden%2C+J+C&rft.aulast=Pratt&rft.aufirst=P&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=405&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; FOOD CROPS; PHOSPHORUS; NITROGEN; GRASSES; SORPTION ER - TY - JOUR T1 - Uptake of Nutrients by Plants Irrigated with Municipal Wastewater Effluent AN - 14104921; 10369145 AB - Determined was the total uptake of nutrients by corn and perennial forage that were irrigated with secondary municipal wastewater effluent for four years. Results were compared with results from previous studies. The importance of nitrogen, phosphorus, potassium, calcium, magnesium, and sodium levels in wastewater to plant uptake of nutrients is discussed. Effluent applications of 10 cm/wk yielded nitrogen uptake of about 30% by corn compared with 58% uptake by corn treated with artificial fertilizers. Nitrogen uptake by Reed canarygrass, and data relating to phosphorus, potassium, calcium, and magnesium also are reported. Data on crop yields are tabulated. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Clapp, CE AU - Palazzo, A J AU - Larson, W E AU - Marten, G C AU - Linden Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 395 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - NITROGEN KW - TRACE ELEMENTS KW - IRRIGATION KW - GRASSES KW - SECONDARY TREATMENT KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - MUNICIPAL WASTES KW - POTASSIUM KW - WASTEWATER ANALYSIS KW - PHOSPHORUS KW - CORN KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104921?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Uptake+of+Nutrients+by+Plants+Irrigated+with+Municipal+Wastewater+Effluent&rft.au=Clapp%2C+CE%3BPalazzo%2C+A+J%3BLarson%2C+W+E%3BMarten%2C+G+C%3BLinden&rft.aulast=Clapp&rft.aufirst=CE&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=395&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; NUTRIENTS; MUNICIPAL WASTES; NITROGEN; TRACE ELEMENTS; POTASSIUM; IRRIGATION; WASTEWATER ANALYSIS; PHOSPHORUS; CORN; GRASSES; SECONDARY TREATMENT; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - The Sewage Farms of Paris AN - 14104870; 10369132 AB - The history of sewage farm use in the Paris area is reviewed. The farms now treat only 15% of the total liquid sewage and 30% of the solid sewage from the City. The farms are maintained primarily as backups for the conventional disposal system. Maize, the major crop grown on the farms, is used as dry cattle feed. The French Ministry of health has found crops used for human consumption to be free of disease germs, but no vegetables from the farms may be eaten raw. There is no evidence of any soil damage caused by high heavy metal contents of the sewage, but the metals content in agricultural products grown on the farm has not been analyzed. Groundwater monitoring in the area has shown that only nitrate levels are in excess of drinking water Quality standards. Land sewage treatment in Paris has been judged a success. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Dean, Robert B Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 253 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - SLUDGE TREATMENT KW - CONFERENCE PAPER KW - PARIS KW - AGRICULTURAL LAND KW - FOOD CROPS KW - SLUDGE DISPOSAL KW - SALMONELLA KW - SEWAGE DISPOSAL, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104870?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Sewage+Farms+of+Paris&rft.au=Dean%2C+Robert+B&rft.aulast=Dean&rft.aufirst=Robert&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=253&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SLUDGE TREATMENT; CONFERENCE PAPER; FOOD CROPS; PARIS; SALMONELLA; SLUDGE DISPOSAL; SEWAGE DISPOSAL, LAND; AGRICULTURAL LAND ER - TY - JOUR T1 - Nitrogen Behavior in Land Treatment of Waste Water: a Simplified Model AN - 14104850; 10369125 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Selim, H M AU - Iskandar, I K Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 171 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - WATER CHEMISTRY KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - NITRIFICATION KW - MATHEMATIC MODELS, WATER KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104850?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Nitrogen+Behavior+in+Land+Treatment+of+Waste+Water%3A+a+Simplified+Model&rft.au=Selim%2C+H+M%3BIskandar%2C+I+K&rft.aulast=Selim&rft.aufirst=H&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=171&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; NITROGEN; WATER CHEMISTRY; NITRIFICATION; MATHEMATIC MODELS, WATER; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - Infectious Disease Potential of Land Application of Wastewater AN - 14104811; 10369113 AB - Possible health effects from land application of wastewater are discussed in terms of measurable risk and the acceptability of such risk. Recent research on pathogenic organisms in sewage from U.S. communities is reviewed. Current treatment methods are viewed as effective in removing biological hazards from wastewater; the problem of pathogenic contamination is limited primarily to leftover sludge. Anaerobic digestion seems to be a reasonably effective way to destroy most pathogens, but the method is not 100% efficient. The acceptance of risks that are involved in land treatment use is a social and political issue. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Sagik, B P AU - Moore, B E AU - Sorber, CA Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 35 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - AERATION KW - ENV CONSTRAINTS, WATER KW - VIRUSES KW - ANAEROBIC SYSTEMS KW - DISEASE CARRIERS KW - SOIL ANALYSIS KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - COLIFORM BACTERIA KW - SEWAGE ANALYSIS KW - SLUDGE DISPOSAL KW - SALMONELLA KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104811?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Infectious+Disease+Potential+of+Land+Application+of+Wastewater&rft.au=Sagik%2C+B+P%3BMoore%2C+B+E%3BSorber%2C+CA&rft.aulast=Sagik&rft.aufirst=B&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=35&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; AERATION; COLIFORM BACTERIA; VIRUSES; ENV CONSTRAINTS, WATER; ANAEROBIC SYSTEMS; DISEASE CARRIERS; SEWAGE ANALYSIS; SOIL ANALYSIS; SALMONELLA; SLUDGE DISPOSAL; SEWAGE DISPOSAL, LAND; HEALTH, ENV ER - TY - JOUR T1 - Land Treatment: Achieving Water Quality Through Effective Recycling of Wastewater AN - 14104784; 10369108 AB - EPA's view of trends in land treatment of wastewater are presented. While land treatment methods can be improved, adequate technology exists to build satisfactory land treatment systems. The background of land treatment management and EPA's program to develop land treatment facilities are reviewed. Cooperation among EPA, USACE, and USDA in setting up a design manual for land treatment is described. Future directions for the Construction Grants Program as it is affected by the Federal Water Pollution Control Act of 1977 and resultant EPA regulations, are discussed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Rhett, John T Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - NUTRIENTS KW - WASTEWATER REUSE KW - EPA, FEDERAL KW - IRRIGATION KW - FOOD CROPS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104784?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Treatment%3A+Achieving+Water+Quality+Through+Effective+Recycling+of+Wastewater&rft.au=Rhett%2C+John+T&rft.aulast=Rhett&rft.aufirst=John&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 10 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WATER QUALITY CRITERIA; NUTRIENTS; WASTEWATER REUSE; FOOD CROPS; EPA, FEDERAL; IRRIGATION ER - TY - JOUR T1 - Land Treatment of Wastewater in Braunschweig and in Wolfsburg, Germany AN - 14104607; 10369130 AB - Historical uses of land treatment of municipal wastewater in braunschweig, W. Germany, are briefly outlined. The braunschweig sewage utilization Assn. Was formed in 1954 to find solutions to the problems of final wastewater disposal and fertilization of agricultural land by extended sprinkler irrigation. The management of the braunschweig group facilities is outlined, and system operations are described. The land treatment system has been effective in eliminating pollutants from nearby rivers, and high efficiency levels of land conservation and erosion abatement have been obtained. Proper engineering design and management and careful site selection are necessary components in a successful land treatment operation. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Tietjen, C AU - Bramm, A AU - El-Bassam, N AU - Fleer, HO Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 221 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AGRICULTURAL LAND KW - IRRIGATION KW - ODORS KW - WASTEWATER COLLECTION KW - SEWAGE ANALYSIS KW - FOOD CROPS KW - GERMANY, WEST KW - SEWAGE DISPOSAL, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104607?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Treatment+of+Wastewater+in+Braunschweig+and+in+Wolfsburg%2C+Germany&rft.au=Tietjen%2C+C%3BBramm%2C+A%3BEl-Bassam%2C+N%3BFleer%2C+HO&rft.aulast=Tietjen&rft.aufirst=C&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=221&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; SEWAGE ANALYSIS; FOOD CROPS; GERMANY, WEST; SEWAGE DISPOSAL, LAND; AGRICULTURAL LAND; WASTEWATER COLLECTION; ODORS; IRRIGATION ER - TY - JOUR T1 - Evaluation of Phosphorus Models for Prediction of Percolate Water Quality in Land Treatment AN - 14104589; 10369123 AB - An equilibrium chemical thermodynamic model for determining potential phosphate reaction in soil is presented. Flow model systems have been developed to gauge the rate of phosphorus reaction resulting from wastewater application to soil. There are three types of model: empirical; those based on a sorption theory; and those based on multiple mechanisms. No model has yet been demonstrated to predict adequately phosphorus concentrations in percolate waters from land treatment. A preliminary approach to designing treatment systems that meet a percolate water Quality standard is proposed. The design approach estimates maximum application rates to achieve a discharge requirement. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Enfield, Carl G Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 153 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER CHEMISTRY KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - PHOSPHORUS KW - PERCOLATION KW - MATHEMATIC MODELS, WATER KW - SORPTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104589?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Evaluation+of+Phosphorus+Models+for+Prediction+of+Percolate+Water+Quality+in+Land+Treatment&rft.au=Enfield%2C+Carl+G&rft.aulast=Enfield&rft.aufirst=Carl&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=153&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 7 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; PHOSPHORUS; PERCOLATION; WATER CHEMISTRY; MATHEMATIC MODELS, WATER; SORPTION ER - TY - JOUR T1 - An Integrated Resources Management Approach to Land Treatment Design AN - 14104542; 10369118 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Rust, William Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 89 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER MANAGEMENT KW - WATER SUPPLY KW - WATER RESOURCES MANAGEMENT KW - CHICAGO KW - IRRIGATION KW - RECREATION, OUTDOOR KW - ECONOMICS, WATER KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - STORM RUNOFF KW - GROUNDWATER KW - CAPITAL COSTS KW - FLOOD CONTROL KW - WATER QUALITY STANDARDS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104542?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=An+Integrated+Resources+Management+Approach+to+Land+Treatment+Design&rft.au=Rust%2C+William&rft.aulast=Rust&rft.aufirst=William&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=89&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WASTEWATER MANAGEMENT; CONFERENCE PAPER; WATER SUPPLY; WATER RESOURCES MANAGEMENT; STORM RUNOFF; CHICAGO; GROUNDWATER; IRRIGATION; CAPITAL COSTS; FLOOD CONTROL; RECREATION, OUTDOOR; ECONOMICS, WATER; WATER QUALITY STANDARDS ER - TY - JOUR T1 - Irrigation with Untreated Sewage Water and Its Effect on the Content of Heavy Metals in Soils and Crops AN - 14104512; 10368807 AB - Investigated were the environmental effects of land application of municipal and industrial sewage from Santiago, Chile, on nearby farmlands. Particular attention was paid to concentrations of heavy metals in water, soils, and crops. Copper content in the soil was found to be abnormally high (up to 1700 mg/g), but no phytotoxic effects were observed. Cadmium content in the irrigation water and in the soil also were found to exceed U.S. federal water pollution control Admin. criteria. Metals content in vegetable leaves were analyzed. Although cadmium and copper levels in lettuce and Swiss chard were relatively high (as much as 2.8 ppm cadmium and 23 ppm copper), no plant growth inhibition or visible toxic symptoms were detected. The abnormally high levels of cadmium and copper may be attributable to industrial sources. JF - USACE /Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Schalscha, E B AU - Vergara, I F AU - Schirado, T G Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 275 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - CHILE KW - CADMIUM KW - IRRIGATION KW - FOOD CROPS KW - SOIL ANALYSIS KW - SEWAGE DISPOSAL, LAND KW - NICKEL KW - CONFERENCE PAPER KW - CHROMIUM KW - COPPER KW - WATER ANALYSIS KW - ZINC KW - HEAVY METALS KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104512?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE+%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Irrigation+with+Untreated+Sewage+Water+and+Its+Effect+on+the+Content+of+Heavy+Metals+in+Soils+and+Crops&rft.au=Schalscha%2C+E+B%3BVergara%2C+I+F%3BSchirado%2C+T+G&rft.aulast=Schalscha&rft.aufirst=E&rft.date=1978-08-20&rft.volume=&rft.issue=&rft.spage=275&rft.isbn=&rft.btitle=&rft.title=USACE+%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CHILE; CHROMIUM; CONFERENCE PAPER; COPPER; WATER ANALYSIS; CADMIUM; IRRIGATION; ZINC; FOOD CROPS; HEAVY METALS; SOIL ANALYSIS; SEWAGE DISPOSAL, LAND; BIOACCUMULATION, PLANT; NICKEL ER - TY - JOUR T1 - A Seroepidemiologic Study of Workers Engaged in Wastewater Collection and Treatment AN - 14104489; 10369991 AB - The health risks of workers occupationally exposed to the pathogenic bacterial and viral agents in wastewater during collection and treatment are assessed. Blood specimens and throat and rectal swabs were collected four times a year for laboratory analysis, general health examinations were conducted annually, and work environments were continually monitored. Testing was designed to detect changes that may occur after a person becomes occupationally exposed to wastewater bacterial and viral agents. Workers exposed to sewage had higher levels of several viral antibodies than the control group had. Some results may indicate subclinical infections in workers. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Clark, C S AU - Van, Meer GL AU - Bjornson, AB AU - Buncher, C R AU - Gartside, P S AU - Linnemann, C C AU - Cleary, E J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 263 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - BIOLOGY, HUMAN KW - COLIFORM BACTERIA KW - VIRUSES KW - WASTEWATER COLLECTION KW - AEROSOLS KW - HEALTH SAFETY, OCCUPATIONAL KW - WASTEWATER TREATMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104489?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=A+Seroepidemiologic+Study+of+Workers+Engaged+in+Wastewater+Collection+and+Treatment&rft.au=Clark%2C+C+S%3BVan%2C+Meer+GL%3BBjornson%2C+AB%3BBuncher%2C+C+R%3BGartside%2C+P+S%3BLinnemann%2C+C+C%3BCleary%2C+E+J&rft.aulast=Clark&rft.aufirst=C&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=263&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AEROSOLS; HEALTH SAFETY, OCCUPATIONAL; WASTEWATER TREATMENT; CONFERENCE PAPER; BIOLOGY, HUMAN; COLIFORM BACTERIA; VIRUSES; WASTEWATER COLLECTION ER - TY - JOUR T1 - Case Study Comparisons of Operation and Capital Expenditures of Land and Conventional Wastewater Treatment Systems of Small Municipalities AN - 14104273; 10369873 AB - Land treatment is a viable means of treating wastewater. Institutional, physical, financial, and agricultural characteristics of various types of land treatment systems are analyzed. Operation and construction costs for six land treatment systems in Michigan are determined. Costs are compared with operation and construction costs of several conventional treatment systems for small municipalities; the comparison shows that the land treatment systems are generally less expensive to build, operate, and maintain. Salary and wage expenses are higher in conventional treatment systems than in land treatment systems. Administrative expenses in land treatment systems are generally higher than such expenses in conventional systems. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Williams, J R AU - Connor, L J AU - Libby, L W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 363 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - WASTEWATER MANAGEMENT KW - CONFERENCE PAPER KW - MICHIGAN KW - MUNICIPAL WASTES KW - IRRIGATION KW - CAPITAL COSTS KW - ECONOMICS, LAND KW - OPERATING AND MAINTENANCE COSTS KW - TOWNS KW - ECONOMICS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104273?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Case+Study+Comparisons+of+Operation+and+Capital+Expenditures+of+Land+and+Conventional+Wastewater+Treatment+Systems+of+Small+Municipalities&rft.au=Williams%2C+J+R%3BConnor%2C+L+J%3BLibby%2C+L+W&rft.aulast=Williams&rft.aufirst=J&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=363&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CAPITAL COSTS; CONFERENCE PAPER; WASTEWATER MANAGEMENT; MICHIGAN; ECONOMICS, LAND; OPERATING AND MAINTENANCE COSTS; MUNICIPAL WASTES; ECONOMICS, WATER; TOWNS; IRRIGATION ER - TY - JOUR T1 - The Occurrence of Human Enteroviruses in a Long Island Groundwater Aquifer Recharged with Tertiary Wastewater Effluents AN - 14104237; 10369865 AB - The occurrence of human enteroviruses in a Long Island, N.Y., Tertiary-groundwater recharge system was studied from 1976-78. Raw influents, chlorinated Tertiary effluents, and groundwater below a uniquely designed recharge basin were assayed weekly for the presence of indigenous human enteroviruses and coliform bacteria. Although high concentrations of viruses were routinely isolated from sewage influents, tests for viruses in the chlorinated Tertiary effluents were positive in only 15% of the samples. Despite the high Quality of the recharged effluent, viruses were detected in the groundwater aquifer on several occasions, indicating the ability of viruses to percolate through the unsaturated zone. During poliovirus seeding experiments, it was demonstrated that low infiltration rates promoted better virus removal in the type of soil naturally occurring in the study region. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Vaughn, J M AU - Landry, E F Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 233 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - VIRUSES KW - AQUIFERS KW - ARTIFICIAL RECHARGE KW - TERTIARY TREATMENT KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - LONG ISLAND KW - GROUNDWATER KW - WASTEWATER ANALYSIS KW - CHLORINATION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104237?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Occurrence+of+Human+Enteroviruses+in+a+Long+Island+Groundwater+Aquifer+Recharged+with+Tertiary+Wastewater+Effluents&rft.au=Vaughn%2C+J+M%3BLandry%2C+E+F&rft.aulast=Vaughn&rft.aufirst=J&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=233&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - AQUIFERS; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WASTEWATER ANALYSIS; LONG ISLAND; ARTIFICIAL RECHARGE; CHLORINATION; TERTIARY TREATMENT; SEWAGE DISPOSAL, LAND; VIRUSES; HEALTH, ENV; GROUNDWATER ER - TY - JOUR T1 - The Role of Ponds in Land Treatment of Wastewater AN - 14104208; 10369860 AB - In most systems designed for land treatment of wastewater, the effluent is impounded for a specific time period prior to application. Ponds used for storage or pretreatment of the wastewater significantly alter wastewater Quality. Studies show that the ponds' significant permanent phosphorus reduction capacity decreases markedly once benthic sediments are saturated with phosphorus, but that nitrogen removal capabilities are unaffected by long-term operation. In wastewater ponds, aquatic plant growth leads to accelerated denitrification and increases ph to 10 or greater causing large ammonia losses to the air during those periods when algae and aquatic macrophytes are active. Plant-caused ph elevation also leads to precipitation of a variety of heavy metals. Such alterations must be considered whenever ponds are incorporated in land treatment of wastewater. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - King, Darrell L Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 191 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - AQUATIC PLANTS KW - NITROGEN KW - WATER SOFTENING KW - CARBON KW - WASTEWATER DISPOSAL, LAND KW - STABILIZATION PONDS KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - WATER CHEMISTRY KW - WASTEWATER STORAGE KW - PHOSPHORUS KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104208?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Role+of+Ponds+in+Land+Treatment+of+Wastewater&rft.au=King%2C+Darrell+L&rft.aulast=King&rft.aufirst=Darrell&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=191&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CARBON; STABILIZATION PONDS; CONFERENCE PAPER; WATER QUALITY CRITERIA; WATER SOFTENING; PHOSPHORUS; AQUATIC PLANTS; NITROGEN; WASTEWATER STORAGE; WATER CHEMISTRY; MATHEMATIC MODELS, WATER ER - TY - JOUR T1 - Computer Procedure for Comparison of Land Treatment and Conventional Treatment: Preliminary Designs, Cost Analysis and Effluent Quality Predictions AN - 14104192; 10369870 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Spaine, Patricia A AU - Merry, Carolyn J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 335 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - WASTEWATER MANAGEMENT KW - CONFERENCE PAPER KW - CAPITAL COSTS KW - WASTEWATER TREATMENT KW - OPERATING AND MAINTENANCE COSTS KW - ECONOMICS, WATER KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104192?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Computer+Procedure+for+Comparison+of+Land+Treatment+and+Conventional+Treatment%3A+Preliminary+Designs%2C+Cost+Analysis+and+Effluent+Quality+Predictions&rft.au=Spaine%2C+Patricia+A%3BMerry%2C+Carolyn+J&rft.aulast=Spaine&rft.aufirst=Patricia&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=335&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WASTEWATER TREATMENT; CAPITAL COSTS; CONFERENCE PAPER; WASTEWATER MANAGEMENT; OPERATING AND MAINTENANCE COSTS; ECONOMICS, WATER; MATHEMATIC MODELS, WATER ER - TY - JOUR T1 - Two Phase Evaluation of Land Treatment as a Wastewater Treatment Alternative: a Rational Approach to Federal and State Planning and Design Requirements AN - 14104169; 10369850 AB - The three BASIC land treatment methods-spray irrigation, overland flow, and rapid infiltration-can effect the subsurface, groundwater, surface, and air environments. Planning, designing, and constructing effective and economical land application systems for wastewater treatment necessitates examining a broad range of technical, environmental, and socioeconomic factors. A two-phase scheme developed to evaluate land application alternatives involves: a preliminary screening technique using topographical data, agricultural data, soil maps, climatological data, and general design criteria; and a more detailed examination of the cost-effectiveness of the various land treatment alternatives. Potential sites, loading limitations, and transmission routes are identified, engineering and scientific tasks are optimized, and final design criteria are developed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Sills, MA AU - Silbermann, P T AU - Sansoucy, GE AU - Mann, R W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 97 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - FEDERAL ENV PROGRAMS KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - WASTEWATER MANAGEMENT KW - LAND USE PLANNING KW - FEDERAL WATER POLLUTION CONTROL ACT 77 KW - INFILTRATION KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104169?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Two+Phase+Evaluation+of+Land+Treatment+as+a+Wastewater+Treatment+Alternative%3A+a+Rational+Approach+to+Federal+and+State+Planning+and+Design+Requirements&rft.au=Sills%2C+MA%3BSilbermann%2C+P+T%3BSansoucy%2C+GE%3BMann%2C+R+W&rft.aulast=Sills&rft.aufirst=MA&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=97&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; FEDERAL ENV PROGRAMS; FEDERAL WATER POLLUTION CONTROL ACT 77; WASTEWATER MANAGEMENT; CONFERENCE PAPER; IRRIGATION, SPRAY; INFILTRATION; DISPOSAL SITES; LAND USE PLANNING ER - TY - JOUR T1 - Land Application of Sewage Wastes: Potential for Contamination of Foodstuffs and Agricultural Soils by Viruses, Bacterial Pathogens, and Parasites AN - 14104155; 10369863 AB - Although sewage treatment plants have not been completely effective in removing microbial pathogens from sludge and effluents prior to land application, few of the sludges and effluents produced by the treatment plants are monitored for the presence of pathogens, and methods of detecting viral hepatitius and gastrointestinal viruses are not available. Laboratory and field studies have shown that these viruses and bacterial pathogens may persist for weeks in vegetables and soils irrigated and/or fertilized with sewage wastes. Factors affecting the persistence of microorganisms in soils and crops are examined. It is recommended that food crops that are to be consumed raw by humans should not be irrigated and/or fertilized with sewage treatment plant wastes, and that sewage-treated land should not be used to grow food crops that are eaten raw until at least three years after the last sewage application. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Larkin, Edward P AU - Tierney, John T AU - Lovett, Joseph AU - Donsel, Dale Van AU - Francis, David W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 215 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - BACTERIA KW - CONFERENCE PAPER KW - AGRICULTURAL LAND KW - COLIFORM BACTERIA KW - VIRUSES KW - FOOD CONTAMINATION KW - DISEASE CARRIERS KW - SALMONELLA KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104155?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Application+of+Sewage+Wastes%3A+Potential+for+Contamination+of+Foodstuffs+and+Agricultural+Soils+by+Viruses%2C+Bacterial+Pathogens%2C+and+Parasites&rft.au=Larkin%2C+Edward+P%3BTierney%2C+John+T%3BLovett%2C+Joseph%3BDonsel%2C+Dale+Van%3BFrancis%2C+David+W&rft.aulast=Larkin&rft.aufirst=Edward&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=215&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - BACTERIA; CONFERENCE PAPER; DISEASE CARRIERS; SALMONELLA; SEWAGE DISPOSAL, LAND; COLIFORM BACTERIA; AGRICULTURAL LAND; HEALTH, ENV; VIRUSES; FOOD CONTAMINATION ER - TY - JOUR T1 - Year Round Application of Wastewaters to Land in a Humid Continental Climate with Utilization of Natural Vegetation AN - 14104141; 10369843 AB - An overland flow treatment system in Morris county, N.J., was studied to determine whether Tertiary treated wastewaters could be effectively applied year-round to an overland flow treatment system despite subfreezing winter temperatures, and whether the use of natural vegetation would be an acceptable substitute to a harvestable crop system. Data collected from 1976-77 indicate that year-round application is possible in climates with a two to three month sustained winter season, although certain precautions are recommended. Ice buildup was, in some ways, beneficial to the treatment system when ice overlaid a heavy vegetative cover. Manipulation of the natural vegetation as a crop cover proved to be more cost-effective and more beneficial to wintertime operations than using a harvestable crop. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Honachefsky, William Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 37 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - PRECIPITATION KW - SOIL CHEMISTRY KW - BIOLOGY, PLANT KW - ATMOSPHERIC TEMPERATURE KW - PHOSPHORUS KW - SEASONAL COMPARISONS KW - NEW JERSEY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104141?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Year+Round+Application+of+Wastewaters+to+Land+in+a+Humid+Continental+Climate+with+Utilization+of+Natural+Vegetation&rft.au=Honachefsky%2C+William&rft.aulast=Honachefsky&rft.aufirst=William&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=37&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; BIOLOGY, PLANT; CONFERENCE PAPER; ATMOSPHERIC TEMPERATURE; PHOSPHORUS; NITROGEN; SEASONAL COMPARISONS; PRECIPITATION; NEW JERSEY ER - TY - JOUR T1 - Nitrogen and Phosphorus Removal After 30 Years of Rapid Infiltration AN - 14104117; 10369841 AB - Measured were groundwater and soil nitrogen and phosphorus concentrations beneath a rapid infiltration land application site located in hollister, Calif. The site has received primary municipal effluent for 30 years. Measurements were compared with measurements taken at adjacent locations outside the range of the land application system. After percolation through 7 M of unsaturated gravelly and Sandy loams, total nitrogen values in the underlying aquifer approached values recorded at offsite control locations. Influent values of 40.2 mg/l total nitrogen decreased to less than 4 mg/l in the shallow aquifer. Nitrate-nitrogen did not pose a pollution hazard. Effective phosphorus removal required percolation through greater amounts of the soil, but the sorption capacity of the soil has not been exhausted even after 30 years of continuous wastewater application. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Levine, Paul E AU - Olson, James V AU - Crites, Ronald W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 17 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - NITROGEN KW - WATER LEVELS KW - CALIFORNIA KW - SOIL CHEMISTRY KW - SOIL ANALYSIS KW - INFILTRATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - AERATED LAGOONS KW - GROUNDWATER KW - PHOSPHORUS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104117?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Nitrogen+and+Phosphorus+Removal+After+30+Years+of+Rapid+Infiltration&rft.au=Levine%2C+Paul+E%3BOlson%2C+James+V%3BCrites%2C+Ronald+W&rft.aulast=Levine&rft.aufirst=Paul&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=17&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CALIFORNIA; SOIL CHEMISTRY; CONFERENCE PAPER; AERATED LAGOONS; WATER QUALITY CRITERIA; PHOSPHORUS; NITROGEN; SOIL ANALYSIS; INFILTRATION; WATER LEVELS; GROUNDWATER ER - TY - JOUR T1 - Irrigation of Forest Plantations with Sewage Lagoon Effluents AN - 14104047; 10369862 AB - Stabilization lagoons are used by small communities in Michigan to provide low cost sewage treatment. Wastewater from these lagoons was recently used to irrigate established and newly created plantations of hybrid poplars, Pinus resinosa, and christmas trees. Irrigation schedules for each plantation are presented. Although weed and rodent control has been a serious problem, most tree species tested showed significant increases in height growth under effluent irrigation; height growth increased from 28-181% compared with controls' height growth. Toxicity symptoms due to excessive boron in Pinus resinosa leaf tissues were noted. Nitrogen and phosphorus loading levels were lower in the effluent irrigated soil than in control soils. Complete weed control was shown to cause excessive nitrate-nitrogen levels in soil water. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Urie, Dean H AU - Cooley, John H AU - Harris, Alfred Ray Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 207 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - STABILIZATION PONDS KW - CONFERENCE PAPER KW - MICHIGAN KW - NITROGEN KW - IRRIGATION KW - SOIL CHEMISTRY KW - PHOSPHORUS KW - TREE FARMS KW - SEWAGE DISPOSAL, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104047?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Irrigation+of+Forest+Plantations+with+Sewage+Lagoon+Effluents&rft.au=Urie%2C+Dean+H%3BCooley%2C+John+H%3BHarris%2C+Alfred+Ray&rft.aulast=Urie&rft.aufirst=Dean&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=207&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - STABILIZATION PONDS; SOIL CHEMISTRY; CONFERENCE PAPER; MICHIGAN; PHOSPHORUS; TREE FARMS; NITROGEN; SEWAGE DISPOSAL, LAND; IRRIGATION ER - TY - JOUR T1 - Evaluation of the Overland Runoff Mode of Land Wastewater Application for Virus Removal AN - 14104041; 10369866 AB - Enteric and tracer virus removal capabilities of overland runoff land wastewater application were evaluated. Raw, primary, and secondary treated wastewaters were sprayed on grass-covered, 36 sq M soil plots containing a fine Sandy loam topsoil overlying an impermeable clay subsoil; the general slope of the plots was 3%. Tracer bacteriophage f2, seeded into the applied wastewaters, was measured at various points along the length of the plots. Modest tracer virus removals of 30-60% were observed in soil plot effluent samples. In timed studies, it was determined that the tracer virus advanced to the bottom of the slopes at the same rate as wastewater. Viral penetration into the soil profile was minimal. Enteric virus levels were reduced by about 85% during migration down the treatment slopes. Laboratory studies showed that poliovirus adsorbed in soil much more readily than f2 coliphage adsorbed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Schaub, SA AU - Kenyon, K F AU - Bledsoe, B AU - Thomas, R E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 245 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - STORM RUNOFF KW - COLIFORM BACTERIA KW - VIRUSES KW - WASTEWATER TREATMENT KW - WASTEWATER ANALYSIS KW - SOIL ANALYSIS KW - ADSORPTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104041?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Evaluation+of+the+Overland+Runoff+Mode+of+Land+Wastewater+Application+for+Virus+Removal&rft.au=Schaub%2C+SA%3BKenyon%2C+K+F%3BBledsoe%2C+B%3BThomas%2C+R+E&rft.aulast=Schaub&rft.aufirst=SA&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=245&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WASTEWATER TREATMENT; CONFERENCE PAPER; WASTEWATER ANALYSIS; SOIL ANALYSIS; ADSORPTION; STORM RUNOFF; COLIFORM BACTERIA; VIRUSES ER - TY - JOUR T1 - Land Treatment System in Poland AN - 14104034; 10369133 AB - Land treatment of wastewater in Poland is an important source of agricultural fertilization and irrigation. In dry years, sewage constitutes the most reliable source of irrigation water. Sewage irrigation also cuts down the need for nitrogen, phosphorus, and potassium fertilizers. Results of studies at the sewage farm in wroclaw, Poland, on the possible effects of sewage contaminants on the environment are presented. Analyses of drainage and groundwater indicate that levels of contaminants from municipal sludge are reduced effectively by land treatment. Properly designed and operated land wastewater treatment systems for agriculture were found to be free of hazards to the environment; sewage irrigation is described as being particularly useful for growing high protein animal fodder. Contamination indices of municipal sewage used for irrigation and physicochemical composition of drainage water and groundwater are listed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Cebula, J AU - Kutera, J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 257 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - CONFERENCE PAPER KW - TRACE ELEMENTS KW - AGRICULTURAL LAND KW - GROUNDWATER KW - IRRIGATION KW - SEWAGE TREATMENT KW - SEWAGE ANALYSIS KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - POLAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104034?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Treatment+System+in+Poland&rft.au=Cebula%2C+J%3BKutera%2C+J&rft.aulast=Cebula&rft.aufirst=J&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=257&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SEWAGE TREATMENT; CONFERENCE PAPER; SEWAGE ANALYSIS; TRACE ELEMENTS; SEWAGE DISPOSAL, LAND; AGRICULTURAL LAND; HEALTH, ENV; GROUNDWATER; POLAND; IRRIGATION ER - TY - JOUR T1 - Nitrogen Removal Processes in an Overland Flow Treatment of Wastewater AN - 14104029; 10369845 AB - Biochemical transformations of ammonium-nitrogen resulting from overland flow treatment of wastewater were simulated in a small-scale olivier soil-Bermuda grass test model to determine the physical, chemical, and biochemical processes that would result in the most efficient nitrogen removal. The fraction of nitrogen-15 recovered at the end of 90 day overland flow treatments amounted to 0.7% in the runoff and subflow, 34.6% in the soil fraction, 35.5% in the gaseous phase, and 22.9% in the plant tissue. Significant recovery of volatilized ammonia in the closed atmosphere confirmed the occurrence of this process in the overland flow system. Effects of nitrogen forms on the kinetics of nitrogen-15 loss were also investigated. Plant uptake, denitrification reactions, and ammonia volatilization should be maximized to increase the nitrogen removal efficiency of wastewater overland flow treatment systems. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Khalid, R A AU - Patrick, W H AU - McIlhenny, R C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 51 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DENITRIFICATION KW - REDOX KW - WASTEWATER DISPOSAL, LAND KW - VOLATILIZATION KW - CONFERENCE PAPER KW - NITROGEN KW - STORM RUNOFF KW - BERMUDAGRASS KW - SOIL CHEMISTRY KW - INFILTRATION KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104029?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Nitrogen+Removal+Processes+in+an+Overland+Flow+Treatment+of+Wastewater&rft.au=Khalid%2C+R+A%3BPatrick%2C+W+H%3BMcIlhenny%2C+R+C&rft.aulast=Khalid&rft.aufirst=R&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=51&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - REDOX; DENITRIFICATION; BERMUDAGRASS; WASTEWATER DISPOSAL, LAND; VOLATILIZATION; SOIL CHEMISTRY; CONFERENCE PAPER; NITROGEN; INFILTRATION; STORM RUNOFF; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - The Growth and Nutrient Uptake of Forage Grasses When Receiving Various Application Rates of Wastewater AN - 14104024; 10369857 AB - The growth and nutrient removal of forage grasses grown for three years on soils receiving wastewater applications were observed. Grasses received wastewater at various application rates and schedules, and were grown in either a windsor Sandy loam or a charlton silt loam soil. Wastewater application rates ranged from 5-15 cm/wk. Forages yielded from 8.2-13.7 tons/ha of dry matter. When 430 kg/ha of nitrogen was applied, the crop removed 77% of the applied nitrogen. When 110 kg/ha of phosphorus was applied, crops removed 29% of the applied phosphorus. Plant and soil analyses indicated that concentrations of potassium were near soil deficiency levels because the plant removal rate of potassium was greater than the application rate. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Palazzo, A J AU - McKim, H L Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 157 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - NITROGEN KW - POTASSIUM KW - LEACHING KW - PHOSPHORUS KW - GRASSES KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104024?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Growth+and+Nutrient+Uptake+of+Forage+Grasses+When+Receiving+Various+Application+Rates+of+Wastewater&rft.au=Palazzo%2C+A+J%3BMcKim%2C+H+L&rft.aulast=Palazzo&rft.aufirst=A&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=157&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; LEACHING; NUTRIENTS; PHOSPHORUS; NITROGEN; POTASSIUM; GRASSES; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - The Flushing Meadows Project AN - 14104007; 10369129 AB - The flushing meadows land treatment project in Arizona was set up in 1967 to assess the feasibility of recycling secondary sewage effluent by groundwater recharge via rapid-infiltration basins. Hydraulic loading and nitrogen removal were studied initially. Cycles of two to three weeks flooding and 10-20 days drying produced maximum hydraulic loading rates of 90-120 m/yr; nitrogen removal through soil denitrification was less than 30%. Nine-day flooding and 12-day drying periods yielded decreased loading rates of 60-75 m/yr, but nitrogen removal efficiency increased to 60%. Phosphate removal was more than 90% after 60 M lateral movement of the renovated water through the aquifer. Levels of fluoride, nitrates, organic nitrogen, boron, and heavy metals are discussed. Future considerations will include institutional, agronomic, and aesthetic requirements; system layout efficiency; and methods of aquifer protection. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Bouwer, Herman AU - Rice, Robert C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 213 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - PHOENIX KW - ORGANIC COMPOUNDS KW - NITROGEN KW - VIRUSES KW - AQUIFERS KW - ARTIFICIAL RECHARGE KW - INFILTRATION KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - CONFERENCE PAPER KW - GROUNDWATER KW - PHOSPHORUS KW - FLUORIDES KW - BORON KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104007?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Flushing+Meadows+Project&rft.au=Bouwer%2C+Herman%3BRice%2C+Robert+C&rft.aulast=Bouwer&rft.aufirst=Herman&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=213&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PHOENIX; CONFERENCE PAPER; ORGANIC COMPOUNDS; NITROGEN; GROUNDWATER; VIRUSES; AQUIFERS; ARTIFICIAL RECHARGE; PHOSPHORUS; INFILTRATION; SEWAGE DISPOSAL, LAND; FLUORIDES; HEALTH, ENV; BORON ER - TY - JOUR T1 - Feasibility Study and Preliminary Site Identification for Land Treatment in Middle Tennessee AN - 14104000; 10369848 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Powers, John A Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 79 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - IRRIGATION KW - AREA COMPARISONS KW - LAND USE CLASSIFICATION KW - SOIL CHEMISTRY KW - INFILTRATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - TENNESSEE KW - AGRICULTURAL LAND KW - LAND USE PLANNING KW - GROUNDWATER KW - FORESTS KW - WATER QUALITY STANDARDS KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14104000?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Feasibility+Study+and+Preliminary+Site+Identification+for+Land+Treatment+in+Middle+Tennessee&rft.au=Powers%2C+John+A&rft.aulast=Powers&rft.aufirst=John&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=79&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; TENNESSEE; LAND USE PLANNING; AGRICULTURAL LAND; GROUNDWATER; IRRIGATION; LAND USE CLASSIFICATION; FORESTS; AREA COMPARISONS; SOIL CHEMISTRY; INFILTRATION; WATER QUALITY STANDARDS; DISPOSAL SITES ER - TY - JOUR T1 - Phosphate Adsorption Capacity and Cation Exchange Capacity of 35 Common Soil Series in New York AN - 14103990; 10369849 AB - Thirty-five soils commonly found in new York are ranged into categories according to parent materials, and are analyzed for phosphate adsorption capacity, cation exchange capacity, and related parameters. Highly significant differences were noted in the capacities of the various soil subgroups. For phosphate adsorption, tills were more effective than outwashes were, and acid soils were more effective than calcareous soils were. For cation exchange capacity, the calcareous soils were slightly more effective than the acid soils were, and the clay soils achieved the highest total capacities. It also was found that phosphate adsorption capacity decreased with increased Depth. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Tofflemire, T J AU - Arnold, R AU - Chen, M Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 89 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - PHOSPHATES KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AREA COMPARISONS KW - SOIL CHEMISTRY KW - HEAVY METALS KW - NEW YORK STATE KW - SOIL ANALYSIS KW - ADSORPTION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103990?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Phosphate+Adsorption+Capacity+and+Cation+Exchange+Capacity+of+35+Common+Soil+Series+in+New+York&rft.au=Tofflemire%2C+T+J%3BArnold%2C+R%3BChen%2C+M&rft.aulast=Tofflemire&rft.aufirst=T&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=89&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 11 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - PHOSPHATES; AREA COMPARISONS; WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; HEAVY METALS; NEW YORK STATE; SOIL ANALYSIS; ADSORPTION ER - TY - JOUR T1 - State Guidelines for the Use of Land Treatment of Wastewater AN - 14103988; 10369110 AB - The history of land treatment of wastewater in new York, and of early state regulations and guidelines, are briefly discussed. Present regulations and guidelines including groundwater standards, project reviews, and management control of land wastewater treatment facilities are evaluated. Recent federal legislation, including the Federal Water Pollution Control Act of 1977 and the resource conservation and recovery Act of 1976, will allow the new York state Dept. of Environmental Conservation to develop land treatment programs within the divisions of pure waters, land resources and forest management, and solid waste management. Assistance from federal and private groups is needed to develop acceptable facilities. Obstacles to land treatment include difficulties in toxic substance control, problems in educating competent engineers, the need for proper system management, and problems relating to site identification. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Hullar, Theodore L Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 7 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - MULTIPLE USE, LAND KW - ENV MANAGEMENT, STATE AND LOCAL KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - MONITORING, WATER KW - GROUNDWATER KW - EDUCATION, UNIVERSITY KW - PERCOLATION KW - NEW YORK STATE KW - WATER QUALITY STANDARDS KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103988?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=State+Guidelines+for+the+Use+of+Land+Treatment+of+Wastewater&rft.au=Hullar%2C+Theodore+L&rft.aulast=Hullar&rft.aufirst=Theodore&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=7&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; IRRIGATION, SPRAY; MULTIPLE USE, LAND; MONITORING, WATER; EDUCATION, UNIVERSITY; ENV MANAGEMENT, STATE AND LOCAL; NEW YORK STATE; PERCOLATION; WATER QUALITY STANDARDS; DISPOSAL SITES; GROUNDWATER ER - TY - JOUR T1 - The Lake George Village (New York) Land Application System AN - 14103968; 10369842 AB - Described is rapid infiltration land application system that was designed and began operation in 1939 to treat the wastewater generated by lake George village, N.Y. Unchlorinated secondary treated effluent is applied to natural Delta sand beds. The sand system is effective in removing BOD, COD, alkybenzenesulfonates, coliforms, fecal coli, ammonia, and organic nitrogen. Soluble inorganic materials, such as sodium, chloride, potassium, and nitrate, generally pass through the sand system. Effects of the system on the chemical composition of the natural sands and soils of the area are discussed. Carbonate and bicarbonate reactions within the soil increase its alkalinity. Orthosphosphates in the sand are decreased or removed from the top 3 M of the application area, while nitrates are decreased or removed from the soil at 18 M depths. Sewage flows vary from 1900 sq m/day in winter to 4700 sq m/day during the summer tourist season. Dosing of the sand beds is intermittent; the average overall loading rates is 0.12 m/day, and actual infiltration rates are 0.08-0.3 m/day. There are no indications that the soil's capacity to treat applied sewage effluent is xhaustion. ie JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Aulenbach, Donald B AU - Clesceri, Nicholas L Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 27 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - WATER PURIFICATION KW - DISSOLVED SOLIDS KW - NITROGEN KW - GROUNDWATER KW - NEW YORK STATE KW - INFILTRATION KW - SEASONAL COMPARISONS KW - SEWAGE DISPOSAL, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103968?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Lake+George+Village+%28New+York%29+Land+Application+System&rft.au=Aulenbach%2C+Donald+B%3BClesceri%2C+Nicholas+L&rft.aulast=Aulenbach&rft.aufirst=Donald&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=27&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; WATER QUALITY CRITERIA; DISSOLVED SOLIDS; WATER PURIFICATION; NEW YORK STATE; NITROGEN; SEASONAL COMPARISONS; INFILTRATION; SEWAGE DISPOSAL, LAND; GROUNDWATER ER - TY - JOUR T1 - Design of Soil-Plant Monitoring Procedures for Land Treatment Systems AN - 14103848; 10369142 AB - Problems encountered in monitoring the effects of land wastewater treatment on soil and plants are discussed. Because monitoring programs are site-specific, no general recommendations can be made. Interpretation of data will vary according to regional differences in soil and climate. Among the factors that monitoring programs must consider are: wastewater characteristics; type of application method; crop growth and use; groundwater and surface water regime and potential for contamination of receiving waters; climate; system size; and the availability of transferable performance data. Recommendations for analyses of nutrients, metals, and persistent organics in the soil-water system are proffered, and soil and tissue sampling techniques are described. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Keenney AU - Walsh, L M Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 365 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - SOIL SAMPLING KW - CALCIUM KW - NITROGEN KW - TRACE ELEMENTS KW - FOOD CROPS KW - SOIL ANALYSIS KW - WASTEWATER DISPOSAL, LAND KW - CARBON KW - CONFERENCE PAPER KW - NUTRIENTS KW - POTASSIUM KW - GROUNDWATER KW - MONITORING, LAND KW - PHOSPHORUS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103848?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Design+of+Soil-Plant+Monitoring+Procedures+for+Land+Treatment+Systems&rft.au=Keenney%3BWalsh%2C+L+M&rft.aulast=Keenney&rft.aufirst=&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=365&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CARBON; WASTEWATER DISPOSAL, LAND; SOIL SAMPLING; CALCIUM; CONFERENCE PAPER; NUTRIENTS; NITROGEN; TRACE ELEMENTS; POTASSIUM; GROUNDWATER; MONITORING, LAND; FOOD CROPS; PHOSPHORUS; SOIL ANALYSIS ER - TY - JOUR T1 - Overview of Existing Land Treatment Systems AN - 14103828; 10369127 AB - Historical implications of the use of land treatment of wastewater, and existing land wastewater treatment systems are reviewed. The decline of sewage farm use in the 20th century was due to increasing costs and urbanization rather than to health problems associated with the land application of wastewater. Present needs include: wastewater treatment; the utilization of wastewater nutrients in agriculture; wastewater reuse in dry areas; and reuse to deter pollution of natural waters. Existing land treatment facilities are potential demonstration sites for gaining public acceptance, perfecting management and operation techniques, and assessing long-term effects on the soil-plant system. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Iskandar, I K Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 193 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - COLIFORM BACTERIA KW - IRRIGATION KW - WASTEWATER TREATMENT KW - ECOLOGY, PRE-20TH CENTURY KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103828?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Overview+of+Existing+Land+Treatment+Systems&rft.au=Iskandar%2C+I+K&rft.aulast=Iskandar&rft.aufirst=I&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=193&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 34 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WASTEWATER TREATMENT; CONFERENCE PAPER; ECOLOGY, PRE-20TH CENTURY; SEWAGE DISPOSAL, LAND; COLIFORM BACTERIA; HEALTH, ENV; IRRIGATION ER - TY - JOUR T1 - Federal Guidelines for Use of Land Treatment of Wastewater in the United States AN - 14103792; 10369109 AB - The major elements of EPA's land wastewater treatment program, and EPA efforts to create the framework for federal guidelines concerning land treatment of wastewater are described. EPA activities relevant to land disposal include: the awarding of Grants to municipalities for the construction of wastewater treatment facilities as dictated by the Federal Water Pollution Control Act of 1977; the publication of best practicable waste treatment technology criteria; the issuance of policy statements concerning regulation of treatment systems and their alternatives; and the publication of a process design manual for land treatment of municipal wastewater. Major elements of federal guidelines applicable to land wastewater treatment are outlined. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Hais, Alan B Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 1 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - MUNICIPAL SEWAGE KW - CONFERENCE PAPER KW - WASTEWATER REUSE KW - EPA, FEDERAL KW - BEST PRACTICABLE TECHNOLOGY KW - WATER QUALITY STANDARDS KW - WATER, DRINKING KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103792?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Federal+Guidelines+for+Use+of+Land+Treatment+of+Wastewater+in+the+United+States&rft.au=Hais%2C+Alan+B&rft.aulast=Hais&rft.aufirst=Alan&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=1&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; MUNICIPAL SEWAGE; CONFERENCE PAPER; BEST PRACTICABLE TECHNOLOGY; WASTEWATER REUSE; EPA, FEDERAL; WATER QUALITY STANDARDS; WATER, DRINKING ER - TY - JOUR T1 - Utilization of Domestic Wastewater in Forest Ecosystems-the Pennsylvania State University Living Filter Project AN - 14103623; 10369140 AB - Long-term nitrate renovation efficiency of forest ecosystems that were irrigated with secondary treated municipal effluent for 15 yr was evaluated. Effluent was applied to a mixed hardwood forest, two red pine plots, and a white spruce area at rates ranging from 2.5-7.5 cm/wk. Satisfactory wastewater renovation in the hardwood and red pine plots was achieved at a depth of 120 cm when application rates were 2.5 cm/wk in the growing season; nitrate levels during a 9 yr period never exceeded EPA's 10 ppm drinking water standard. The white spruce ecosystem was able to absorb 5.0 cm/wk effluent while maintaining acceptable nitrate levels. A red pine system treated with 5.0 cm/wk did not provide acceptable nitrate removal. A 50% increase in the weekly application rates resulted in a breakdown of nitrate removal efficiency in all areas with hublersburg soil, and the recovery process was very slow (1-3 yr). Conversion of a red pine system to first-stage herbaceous vegetation yielded acceptable nitrate levels. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Sopper, William E AU - Kerr, Sonja N Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 333 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WATER PURIFICATION, NATURAL KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - NITROGEN KW - BIODEGRADATION, MICROORGANISM KW - SOIL CHEMISTRY KW - FOREST ECOSYSTEMS KW - SEASONAL COMPARISONS KW - PENNSYLVANIA STATE UNIVERSITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103623?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Utilization+of+Domestic+Wastewater+in+Forest+Ecosystems-the+Pennsylvania+State+University+Living+Filter+Project&rft.au=Sopper%2C+William+E%3BKerr%2C+Sonja+N&rft.aulast=Sopper&rft.aufirst=William&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=333&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; WATER PURIFICATION, NATURAL; SOIL CHEMISTRY; CONFERENCE PAPER; IRRIGATION, SPRAY; FOREST ECOSYSTEMS; BIODEGRADATION, MICROORGANISM; NITROGEN; SEASONAL COMPARISONS; PENNSYLVANIA STATE UNIVERSITY ER - TY - JOUR T1 - Preapplication Strategies for Wastewater Irrigation Systems AN - 14103602; 10369135 AB - Preapplication strategies for slow-rate application of wastewater to land are discussed. The slow-rate method is judged the most amenable to agricultural use of wastewater treatment. Top priority must be given to assessing potential public health and water Quality risks. Methods of physical, chemical, and biological removal of pollutants by soil filtration are outlined. The effect of application rates on water, organics, nutrients, potentially toxic elements, and salts should be determined in the planning stages. Careful management and planning practices are essential to the development of a safe and productive wastewater treatment facility. Guidelines for preapplication strategies are provided. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Loehr, Raymond C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 283 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - BIODEGRADATION, MICROORGANISM KW - VIRUSES KW - IRRIGATION KW - LIMITING FACTORS KW - SOIL CHEMISTRY KW - INFILTRATION KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103602?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Preapplication+Strategies+for+Wastewater+Irrigation+Systems&rft.au=Loehr%2C+Raymond+C&rft.aulast=Loehr&rft.aufirst=Raymond&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=283&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; LIMITING FACTORS; SOIL CHEMISTRY; CONFERENCE PAPER; BIODEGRADATION, MICROORGANISM; NITROGEN; INFILTRATION; VIRUSES; HEALTH, ENV; IRRIGATION ER - TY - JOUR T1 - Experiences with Broad-Based Land Treatment Planning in Prince George's County, Maryland AN - 14103575; 10369117 AB - Planning for land treatment of wastewater operations in Prince George's county, MD., was undertaken without considerations of legal, regulatory, institutional, or social restraints so that a wide range of alternatives could be developed. Active public involvement was integral to the broad-based planning process. Potential sites for major land treatment facilities were identified, and impacts and costs to surrounding areas were assessed. Opportunities for large-scale water reuse projects and local land treatment opportunities were examined. The comprehensive approach to planning in Prince George's county has made the possibility of using land wastewater treatment there more realistic. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Griffes, Douglas A AU - Pound, Charles E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 79 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - WASTEWATER REUSE, INDUSTRIAL KW - CONFERENCE PAPER KW - MARYLAND KW - COST BENEFIT ANALYSIS, WATER KW - COUNTIES KW - AGRICULTURAL LAND KW - IRRIGATION KW - STATE AND LOCAL ENV PROGRAMS KW - INFILTRATION KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14103575?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Experiences+with+Broad-Based+Land+Treatment+Planning+in+Prince+George%27s+County%2C+Maryland&rft.au=Griffes%2C+Douglas+A%3BPound%2C+Charles+E&rft.aulast=Griffes&rft.aufirst=Douglas&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=79&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; STATE AND LOCAL ENV PROGRAMS; CONFERENCE PAPER; WASTEWATER REUSE, INDUSTRIAL; MARYLAND; COST BENEFIT ANALYSIS, WATER; INFILTRATION; COUNTIES; AGRICULTURAL LAND; IRRIGATION ER - TY - JOUR T1 - Simulation of the Movement of Conservative Chemicals in Soil Solution AN - 14102569; 10369874 AB - In land treatment of wastewater, various substances in the wastewater take part in the chemical and biological reactions that determine the efficiency of wastewater renovation. A numerical method that simulates the movement of these chemical substances through the soil is described. Experimental data obtained from a large lysimeter were used to test the accuracy of the method. The method can simulate the general trend of the Chemicals' movements reasonably well, but it fails to simulate the high frequency of variations that occur near the soil surface. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Nakano, Y AU - Iskandar, I K Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 371 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - SOIL TEMPERATURE KW - CHLORIDES KW - NITROGEN KW - MATHEMATIC MODELS, CHEMICAL KW - SOIL CHEMISTRY KW - LEACHING KW - MATHEMATIC MODELS, LAND KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102569?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Simulation+of+the+Movement+of+Conservative+Chemicals+in+Soil+Solution&rft.au=Nakano%2C+Y%3BIskandar%2C+I+K&rft.aulast=Nakano&rft.aufirst=Y&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=371&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; LEACHING; MATHEMATIC MODELS, LAND; SOIL TEMPERATURE; CHLORIDES; NITROGEN; MATHEMATIC MODELS, CHEMICAL ER - TY - JOUR T1 - Feed Quality of Forages Irrigated with Municipal Sewage Effluent AN - 14102549; 10369859 AB - For many years, perennial forage grasses have been used to renovate municipal sewage wastes effectively. To determine the feed Quality of forages irrigated with municipal sewage effluent, corn and forage grasses grown on effluent irrigated soil were studied for three years. During the growing season, effluent was applied to corn at rates of 5 and 10 cm/wk, and was applied to perennial grasses at higher rates. Sewage effluent did not consistently influence in Vitro digestibility of the perennial grasses or of the corn ears, stover, and fodder. The only consistent effect of effluent application of the feed value of the crops was increased concentrations of desirable crude protein when the high effluent rate was used on the perennial grasses. Long-term effluent applications caused increases in non-nutrient silica concentrations of perennial grasses and corn stover. Levels of silica less than or equal to 3.5% of forage dry matter did not adversely affect digestibility. It was concluded that application of very high rates of sewage effluent to perennial grasses and corn during complete growing seasons uminant yadversely influence feeding value of these crops for r JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Marten, Gordon C AU - Dowdy, Robert H AU - Larson, William E AU - Clapp, Charles E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 183 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - NUTRIENTS KW - IRRIGATION KW - FEED KW - PHOSPHORUS KW - CORN KW - SEWAGE DISPOSAL, LAND KW - GRASSES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102549?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Feed+Quality+of+Forages+Irrigated+with+Municipal+Sewage+Effluent&rft.au=Marten%2C+Gordon+C%3BDowdy%2C+Robert+H%3BLarson%2C+William+E%3BClapp%2C+Charles+E&rft.aulast=Marten&rft.aufirst=Gordon&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=183&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 7 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CONFERENCE PAPER; NUTRIENTS; PHOSPHORUS; FEED; CORN; GRASSES; SEWAGE DISPOSAL, LAND; IRRIGATION ER - TY - JOUR T1 - Septic Leachate Detection: a Technological Breakthrough for Shoreline on-Lot System Performance Evaluation AN - 14102546; 10369992 AB - Lake shorelines are particularly sensitive to the effects of wastewater effluent discharges from septic units. A comparator fluorometer was designed to identify wastewater effluent discharges and to monitor concentrations along shoreline areas. The stable ratio between fluorescent organics and inorganics found in effluent was used to calibrate the instrument against a standard effluent. Using the septic snooper system (an endeco type 2100 septic leachate detector combined with static leachate collectors), it is possible to identify the position of malfunctioning septic systems. Discrete laboratory samples can then be taken on location for bacterial and nutrient analysis. Expenses are substantially reduced and time and money usually spent on identifying the problem can be redirected towards finding solutions. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Kerfoot, William B AU - Brainard, E C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 325 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - NUTRIENTS KW - SEWAGE OUTFALLS KW - MONITORING, WATER KW - NITROGEN KW - SEPTIC TANKS KW - LEACHING KW - LAKESHORES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102546?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Septic+Leachate+Detection%3A+a+Technological+Breakthrough+for+Shoreline+on-Lot+System+Performance+Evaluation&rft.au=Kerfoot%2C+William+B%3BBrainard%2C+E+C&rft.aulast=Kerfoot&rft.aufirst=William&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=325&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 6 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SEPTIC TANKS; CONFERENCE PAPER; WATER QUALITY CRITERIA; LEACHING; NUTRIENTS; MONITORING, WATER; SEWAGE OUTFALLS; LAKESHORES; NITROGEN ER - TY - JOUR T1 - Performance of Overland Flow Land Treatment in Cold Climates AN - 14102520; 10369846 AB - Primary wastewater, secondary wastewater, and tapwater were applied to separate sections of a prototype overland flow site to evaluate the performance of overland flow systems, particularly performance during winter. A rubber liner was laid under the site to ensure that water did not percolate below a depth of 15 cm. Water and wastewater were applied at the top of the 5% slope of each section. Surface and subsurface flows were collected at the base of the slope in large galvanized steel tanks. Flowmeters monitored the volume of water applied and collected. Composite water samples were analyzed for ph, BOD, TOC, suspended solids, ammonium, nitrate, total phosphorus, major cations, total nitrogen, fecal coliform, total Kjeldahl nitrogen, conductivity, and chloride. Results indicated that satisfactory BOD removal did not occur at soil temperatures below 4 C and that secondary treatment before overland flow can be detrimental to nitrogen removal efficiency. Suspended solids removal was found to be excellent during the winter application season. Warm weather removal efficiencies of the system using hosphorus, suent were excellent for suspended solids, nitrogen, p JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Jenkins, T F AU - Martel, C J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 61 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - SOIL TEMPERATURE KW - BIOCHEMICAL OXYGEN DEMAND KW - NITROGEN KW - STORM RUNOFF KW - MATHEMATIC MODELS, LAND KW - PHOSPHORUS KW - COLD ENVIRONMENTS KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102520?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Performance+of+Overland+Flow+Land+Treatment+in+Cold+Climates&rft.au=Jenkins%2C+T+F%3BMartel%2C+C+J&rft.aulast=Jenkins&rft.aufirst=T&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=61&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WATER QUALITY CRITERIA; MATHEMATIC MODELS, LAND; BIOCHEMICAL OXYGEN DEMAND; SOIL TEMPERATURE; COLD ENVIRONMENTS; PHOSPHORUS; NITROGEN; STORM RUNOFF; MATHEMATIC MODELS, WATER ER - TY - JOUR T1 - Demonstration Plant Evaluation of an Infiltration-Percolation System for Boulder, Colorado AN - 14102495; 10369840 AB - The performance of a demonstration infiltration-percolation system operated by a Boulder, Colo., sewage treatment facility was evaluated. Seasonal and climatic trends in the efficiency of secondary effluent treatment by the high-rate land application system were investigated during the first continuous year of operation. The system consists of an infiltration-percolation basin of shallow loamy and clay sands covering alluvial sands and gravel. Chlorinated secondary wastewater effluent was applied twice a week at a loading rate of 100 ft/yr. Applied wastewater percolated through the sands, collected 8-10 FT below the surface through underdrain piping, and then discharged into Boulder creek. The soil system demonstrated good capability for reducing concentrations of phosphates in the effluent, but efficiency was somewhat reduced during the winter. Maximum ammonium leaching and maximum effluent COD concentrations also occurred during the winter. A nitrogen balance indicated that the basins stored ammonium nitrogen during the winter and discharged high levels of nitrate-nitrogen in the spring. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Tamburini, JU AU - Linstedt, K D AU - Bennett, E R AU - Smith, D G Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 9 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - COLORADO KW - ORGANIC COMPOUNDS KW - TRICKLING FILTERS KW - NITROGEN KW - INFILTRATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - COLIFORM BACTERIA KW - GROUNDWATER KW - SUSPENDED SOLIDS KW - CHLORINATION KW - PHOSPHORUS KW - PERCOLATION KW - SEASONAL COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102495?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Demonstration+Plant+Evaluation+of+an+Infiltration-Percolation+System+for+Boulder%2C+Colorado&rft.au=Tamburini%2C+JU%3BLinstedt%2C+K+D%3BBennett%2C+E+R%3BSmith%2C+D+G&rft.aulast=Tamburini&rft.aufirst=JU&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=9&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; COLORADO; CONFERENCE PAPER; ORGANIC COMPOUNDS; TRICKLING FILTERS; NITROGEN; COLIFORM BACTERIA; SUSPENDED SOLIDS; GROUNDWATER; PHOSPHORUS; CHLORINATION; PERCOLATION; SEASONAL COMPARISONS; INFILTRATION ER - TY - JOUR T1 - Adsorption of Selected Enteroviruses to Soils AN - 14102274; 10369864 AB - The removal of enteroviruses from effluents is facilitated by adsorption of virus particles in soil. Factors influencing virus adsorption, virus removal efficiency, and the long-term behavior of viruses in soil are discussed. Effects on virus adsorption of virus concentration, soil concentration, and time were evaluated for nine soil types and 27 strains of enterovirus. Of all the viruses studied, only echovirus types 1, 12, and 29 adsorbed significantly less in Sandy loam soil than other viruses adsorbed. Results indicated that virus adsorption in a given soil is highly strain-dependent. All viruses studied adsorbed well in soils having a saturated ph below 5.0. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Gerba, Charles P AU - Goyal, Sagar M Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 225 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - CONFERENCE PAPER KW - REVERSE OSMOSIS KW - VIRUSES KW - SOIL CHEMISTRY KW - ADSORPTION KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102274?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Adsorption+of+Selected+Enteroviruses+to+Soils&rft.au=Gerba%2C+Charles+P%3BGoyal%2C+Sagar+M&rft.aulast=Gerba&rft.aufirst=Charles&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=225&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 8 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SOIL CHEMISTRY; CONFERENCE PAPER; REVERSE OSMOSIS; ADSORPTION; SEWAGE DISPOSAL, LAND; VIRUSES; HEALTH, ENV ER - TY - JOUR T1 - Penn State's Wastewater Irrigation Systems: Past and Future AN - 14102241; 10369854 AB - The 0.5 mgd wastewater renovation and conservation research system used at Pennsylvania State Univ. since 1963 is described, and a recently developed 4 mgd expanded wastewater irrigation system now under construction is examined. The original solid-set, above-ground, sprinkler system irrigated secondary treated wastewater year-round. The system design includes various sprinkler patterns and spacings, commercial and specially fabricated sprinkler heads, and hydrologic effects of operational procedures and spacings. Modifications of the original system that appear in the expanded system are discussed. The initial phase of the expanded system, which has already been installed, includes a 0.5 MG surge tank, two 0.26 Mw pumping plants, and a 4.8 km long and 45 cm diameter ductile iron main. The second phase, which is 85% complete, involves all aspects of field irrigation and monitoring. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Myers, Earl A AU - Bodman, Gerald R Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 133 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - IRRIGATION, SPRAY KW - STORM RUNOFF KW - INFILTRATION KW - PENNSYLVANIA STATE UNIVERSITY KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102241?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Penn+State%27s+Wastewater+Irrigation+Systems%3A+Past+and+Future&rft.au=Myers%2C+Earl+A%3BBodman%2C+Gerald+R&rft.aulast=Myers&rft.aufirst=Earl&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=133&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; IRRIGATION, SPRAY; CONFERENCE PAPER; INFILTRATION; STORM RUNOFF; PENNSYLVANIA STATE UNIVERSITY ER - TY - JOUR T1 - Pretreatment Techniques and Design Modifications for Rapid Inflitration Land Treatment Systems AN - 14102224; 10369853 AB - Pretreatment techniques to optimize infiltration rates and hydraulic capacity of rapid infiltration systems were investigated. Domestic wastewater was used in tests to compare the effects on system efficiency and capacity of: aerobic and anaerobic pretreatment, ozonated effluent, applied wastewater five-day BOD, total suspended solids, and algal cell concentration. Effects of varying temperatures on the infiltration rates of three major soil types were examined. Laboratory scale rapid infiltration basins incorporating coarse sand filter nitrification and fixed film denitrification were developed using methanol and greywater as the carbon source. Optimum hydraulic and organic loading rates for the nitrification/denitrification process were determined. A pilot scale field installation was constructed. The installation used domestic waste from a single home. A full scale rapid infiltration nitrification/denitrification basin designed for land treatment sites that require a high degree of nitrogen removal prior to groundwater recharge is described. Ongoing laboratory studies are investigating the use of expandable tructures enite clay s JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Sills, MA AU - Costello, R AU - Laak, R Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 123 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 2 KW - Environment Abstracts KW - DENITRIFICATION KW - NITROGEN KW - TOTAL ORGANIC CARBON KW - MATHEMATIC MODELS, LAND KW - AEROBIC SYSTEMS KW - INFILTRATION KW - NITRIFICATION KW - ECONOMICS, WATER KW - SEWAGE DISPOSAL, LAND KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - BIOCHEMICAL OXYGEN DEMAND KW - SUSPENDED SOLIDS KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102224?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Pretreatment+Techniques+and+Design+Modifications+for+Rapid+Inflitration+Land+Treatment+Systems&rft.au=Sills%2C+MA%3BCostello%2C+R%3BLaak%2C+R&rft.aulast=Sills&rft.aufirst=MA&rft.date=1978-08-20&rft.volume=2&rft.issue=&rft.spage=123&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DENITRIFICATION; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; BIOCHEMICAL OXYGEN DEMAND; NITROGEN; SUSPENDED SOLIDS; TOTAL ORGANIC CARBON; MATHEMATIC MODELS, LAND; AEROBIC SYSTEMS; ECONOMICS, WATER; NITRIFICATION; INFILTRATION; SEWAGE DISPOSAL, LAND; MATHEMATIC MODELS, WATER ER - TY - JOUR T1 - Land Treatment of Wastewater in Israel AN - 14102187; 10369148 AB - The development and implementation of land wastewater treatment systems in Israel are discussed. Potential health problems associated with wastewater application to crops have been studied extensively in Israel. Health risks were demonstrated by an outbreak of cholera in 1970 in Jerusalem that was traced to uncontrolled wastewater irrigation of salad crops. One of the major problems in the agricultural use of wastewater is the potential dispersion of disease microorganisms through sprinkler aerosolization. Pathogen reduction by sewage treatment of wastes to be applied near populated areas is recommended. The drip irrigation technique may also minimize health hazards. Because of water shortages, Israel now uses 20% of its available wastewater. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Shuval, Hillel I Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 429 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WATER SUPPLY KW - ISRAEL KW - AQUIFERS KW - ARTIFICIAL RECHARGE KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - IRRIGATION, SPRAY KW - WASTEWATER REUSE KW - COLIFORM BACTERIA KW - WASTEWATER TREATMENT KW - IRRIGATION, DRIP KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102187?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Treatment+of+Wastewater+in+Israel&rft.au=Shuval%2C+Hillel+I&rft.aulast=Shuval&rft.aufirst=Hillel&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=429&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; IRRIGATION, SPRAY; CONFERENCE PAPER; WATER SUPPLY; ISRAEL; WASTEWATER REUSE; COLIFORM BACTERIA; AQUIFERS; WASTEWATER TREATMENT; IRRIGATION, DRIP; ARTIFICIAL RECHARGE; SEWAGE DISPOSAL, LAND; HEALTH, ENV ER - TY - JOUR T1 - Preapplication Treatment for Overland Flow AN - 14102175; 10369137 AB - The possibility of using the overland flow method to treat domestic wastewater was examined. The effect of intensifying preapplication treatment on effluent Quality after overland flow and on the volume of wastewater that may be applied was investigated. Overland flow treatment of raw wastewater at a loading rate of 5.2 m/yr was found to be an effective advanced treatment process; overland flow at 10.4 m/yr preceded by primary treatment accomplished comparable removal of total suspended solids and TOC, but removal of total nitrogen and total phosphorus was less effective. Treatment at 20.8 m/yr increased carbon and suspended solids removal rates, but nitrogen and phosphorus removal were substantially less effective. The overland flow treatment is a developing technology that will have to gain acceptance from governmental agencies and the public. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Thomas, Richard E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 305 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - DENITRIFICATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WASTEWATER ANALYSIS KW - INFILTRATION KW - FILTRATION KW - GRASSES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102175?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Preapplication+Treatment+for+Overland+Flow&rft.au=Thomas%2C+Richard+E&rft.aulast=Thomas&rft.aufirst=Richard&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=305&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DENITRIFICATION; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WASTEWATER ANALYSIS; INFILTRATION; GRASSES; FILTRATION ER - TY - JOUR T1 - Renovation of Wastewater and Response of Forest Ecosystems: the Pack Forest Study AN - 14102171; 10369139 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Cole, Dale W AU - Schiess, Peter Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 323 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITRATES KW - IRRIGATION KW - FORESTS, CONIFEROUS KW - LEACHING KW - PHOSPHORUS KW - FOREST ECOSYSTEMS KW - SEASONAL COMPARISONS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102171?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Renovation+of+Wastewater+and+Response+of+Forest+Ecosystems%3A+the+Pack+Forest+Study&rft.au=Cole%2C+Dale+W%3BSchiess%2C+Peter&rft.aulast=Cole&rft.aufirst=Dale&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=323&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; LEACHING; PHOSPHORUS; FOREST ECOSYSTEMS; SEASONAL COMPARISONS; NITRATES; FORESTS, CONIFEROUS; IRRIGATION ER - TY - JOUR T1 - Design of Water Quality Monitoring Systems for Land Treatment of Wastewater AN - 14102160; 10369141 AB - Approaches to monitoring the water Quality effects of land treatment of wastewater are discussed. Various models are outlined in relation to such soil water mechanics as surface tension and water infiltration, and to such groundwater mechanics as gravitational forces, gradients, flow nets, and control of groundwater movements. Chemical reactions pertaining to aerobic and anaerobic conditions are assessed. Land treatment systems are found to be steadier, more reliable, and easier to monitor than conventional treatment systems. Analyses of soil, plant, and water sampling techniques are included. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Bauer, W J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 355 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - MONITORING, WATER KW - AGRICULTURAL LAND KW - GROUNDWATER KW - AQUIFERS KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - INFILTRATION KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102160?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Design+of+Water+Quality+Monitoring+Systems+for+Land+Treatment+of+Wastewater&rft.au=Bauer%2C+W+J&rft.aulast=Bauer&rft.aufirst=W&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=355&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; AQUIFERS; SOIL CHEMISTRY; CONFERENCE PAPER; WATER QUALITY CRITERIA; MATHEMATIC MODELS, LAND; MONITORING, WATER; INFILTRATION; MATHEMATIC MODELS, WATER; AGRICULTURAL LAND; GROUNDWATER ER - TY - JOUR T1 - Pretreatment Requirements Before Land Application of Municipal Wastewater AN - 14102153; 10369136 AB - Pretreatment requirements for wastewaters that are to be applied to land are assessed. Primary treatment to remove suspended solids and heavy metals is necessary. Pathogen removal from wastewater would probably be accelerated by removal of suspended solids, though primary treatment does not directly affect pathogen activity. The three most common secondary treatments for eliminating pathogens from wastewater are trickling filtration, activated sludge, and oxidation ponds. Experiments concerning secondary treatment are reviewed. Advanced wastewater treatment is necessary to keep virus populations at low levels. Tertiary treatment would rarely be used in land treatment programs because of its high cost. The exact degree of pretreatment required will depend on wastewater characteristics, soils, climate, degree of human exposure to the site, and the intended use of the renovated water. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Lance, J C AU - Gerba, C P Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 293 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - TRICKLING FILTERS KW - VIRUSES KW - PHYSICOCHEMICAL TREATMENT KW - WASTEWATER DISPOSAL, LAND KW - MUNICIPAL SEWAGE KW - CONFERENCE PAPER KW - NUTRIENTS KW - COLIFORM BACTERIA KW - SUSPENDED SOLIDS KW - WASTEWATER TREATMENT KW - WASTEWATER ANALYSIS KW - HEAVY METALS KW - CHLORINATION KW - ACTIVATED SLUDGE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102153?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Pretreatment+Requirements+Before+Land+Application+of+Municipal+Wastewater&rft.au=Lance%2C+J+C%3BGerba%2C+C+P&rft.aulast=Lance&rft.aufirst=J&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=293&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; MUNICIPAL SEWAGE; CONFERENCE PAPER; NUTRIENTS; TRICKLING FILTERS; COLIFORM BACTERIA; SUSPENDED SOLIDS; VIRUSES; WASTEWATER TREATMENT; WASTEWATER ANALYSIS; CHLORINATION; HEAVY METALS; ACTIVATED SLUDGE; PHYSICOCHEMICAL TREATMENT ER - TY - JOUR T1 - Muskegon County, Michigan's Own Land Wastewater Treatment System AN - 14102152; 10369147 AB - The design and operation of the land wastewater treatment facility in muskegon county, mich., are described. The facility's 4455 ha site handles an average flow of 27 mgd from 13 municipalities and five major industries. Since its inception in 1975, the muskegon plant has consistently provided discharge water that is within state water Quality standards. An experimental agriculture project using municipal wastewater is outlined. Data on agricultural output, the impact of treatment on surface water and groundwater, and construction, development, operational, and maintenance costs are provided. The muskegon operation may continue until contaminant saturation of the land makes further wastewater applications unsafe-perhaps as long as 50 yr. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Walker, J M AU - Demirjian, YA Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 417 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER COLLECTION KW - AGRICULTURAL DRAINAGE KW - ECONOMICS, WATER KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - IRRIGATION, SPRAY KW - AERATED LAGOONS KW - MONITORING, WATER KW - MICHIGAN KW - WASTEWATER STORAGE KW - AGRICULTURAL LAND KW - GROUNDWATER KW - OPERATING AND MAINTENANCE COSTS KW - CORN KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102152?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Muskegon+County%2C+Michigan%27s+Own+Land+Wastewater+Treatment+System&rft.au=Walker%2C+J+M%3BDemirjian%2C+YA&rft.aulast=Walker&rft.aufirst=J&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=417&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; IRRIGATION, SPRAY; CONFERENCE PAPER; AERATED LAGOONS; MONITORING, WATER; MICHIGAN; WASTEWATER STORAGE; AGRICULTURAL LAND; GROUNDWATER; WASTEWATER COLLECTION; OPERATING AND MAINTENANCE COSTS; AGRICULTURAL DRAINAGE; CORN; ECONOMICS, WATER ER - TY - JOUR T1 - Land Treatment of Municipal Wastewater on Steep Forest Slopes in the Humid Southeastern United States AN - 14102138; 10369134 JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Nutter, Wade L AU - Schultz, Richard C AU - Brister, Graham H Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 265 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - DENITRIFICATION KW - NITRIFYING BACTERIA KW - UNITED STATES SOUTH KW - IRRIGATION KW - SOIL CHEMISTRY KW - SOIL ANALYSIS KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - HUMIDITY KW - FORESTS KW - WASTEWATER ANALYSIS KW - PERCOLATION KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102138?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Land+Treatment+of+Municipal+Wastewater+on+Steep+Forest+Slopes+in+the+Humid+Southeastern+United+States&rft.au=Nutter%2C+Wade+L%3BSchultz%2C+Richard+C%3BBrister%2C+Graham+H&rft.aulast=Nutter&rft.aufirst=Wade&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=265&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DENITRIFICATION; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; NUTRIENTS; NITRIFYING BACTERIA; HUMIDITY; UNITED STATES SOUTH; IRRIGATION; FORESTS; SOIL CHEMISTRY; WASTEWATER ANALYSIS; PERCOLATION; SOIL ANALYSIS; DISPOSAL SITES ER - TY - JOUR T1 - Agricultural Practices Associated with Land Treatment of Domestic Wastewater AN - 14102137; 10369138 AB - Agricultural management practices and their importance to land application of wastewater systems are discussed. Crop selection is especially important to the success of land treatment systems; selection should be based on crop adaptability, marketability, tolerance to wet soil conditions and soluble salts, disease resistance, and nitrogen uptake rates. The planting of two or more crops might be advantageous to irrigation scheduling and timing of operations. Maximum yield and nitrogen uptake of various crop species as studied in Northern, central, and Southern regions of the U.S. are listed. Soil drainage problems, irrigation methods, and crop management strategies are also outlined. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Linden AU - Larson, W E AU - Larson, R E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 313 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - TILLAGE KW - NITROGEN KW - IRRIGATION KW - MATHEMATIC MODELS, LAND KW - AGRICULTURAL DRAINAGE KW - INFILTRATION KW - GRASSES KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AGRICULTURAL LAND KW - PERCOLATION KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102137?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Agricultural+Practices+Associated+with+Land+Treatment+of+Domestic+Wastewater&rft.au=Linden%3BLarson%2C+W+E%3BLarson%2C+R+E&rft.aulast=Linden&rft.aufirst=&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=313&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; TILLAGE; AGRICULTURAL DRAINAGE; PERCOLATION; NITROGEN; INFILTRATION; GRASSES; MATHEMATIC MODELS, WATER; AGRICULTURAL LAND; IRRIGATION ER - TY - JOUR T1 - Evaluation of Plant Uptake Models for Prediction of Water Quality of Land Treatment Sites AN - 14102124; 10369126 AB - Reviewed and evaluated are models that have been developed to simulate: diffusion and mass flow of nutrients to plant roots; the uptake of nutrients by roots or micorrhizae; root growth; translocation of nutrients from roots to plant parts above ground; plant growth and incorporation of nutrients into plant tissue; and harvesting strategies. Once modeling objectives have been established, the models can be used for land-based wastewater treatment problems. Models constructed for long-range planning may not be suitable for small time spans, and those geared to short intervals may not be applicable to long-range use. Established objectives also must be tempered by cost, time, and personnel restraints. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Miller, Philip C AU - Stuart, Lee Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 181 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - MATHEMATIC MODELS, WATER KW - BIOACCUMULATION, PLANT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102124?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Evaluation+of+Plant+Uptake+Models+for+Prediction+of+Water+Quality+of+Land+Treatment+Sites&rft.au=Miller%2C+Philip+C%3BStuart%2C+Lee&rft.aulast=Miller&rft.aufirst=Philip&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=181&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; NUTRIENTS; MATHEMATIC MODELS, WATER; BIOACCUMULATION, PLANT ER - TY - JOUR T1 - Use of Wastewater on Land-Food Chain Concerns AN - 14102109; 10369115 AB - Potential risks to food supplies arising from land treatment of wastewater are assessed. Although wastewater application may be considered less of a health risk than sludge application because wastewater is diluted and distributed to larger land areas, microbiological contaminants may be equally persistent in sludge and wastewater. Contamination from metal contents and organic substances is also discussed. Mechanisms of potential food contamination from land treatment include direct contact with crops, uptake from soil, absorption by leaves, direct ingestion by animals used for food, and aerosol drifting. Effects of wastewater contamination on food sources must be determined before land treatment techniques are used. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Braude, George L AU - Read, Ralston B AU - Jelinek, Charles F Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 59 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - MICROORGANISMS KW - CONFERENCE PAPER KW - ORGANIC COMPOUNDS KW - CADMIUM KW - INSECTICIDE RESIDUES KW - FOOD CONTAMINATION KW - FOOD CHAINS KW - HEAVY METALS KW - LEAD KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102109?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Use+of+Wastewater+on+Land-Food+Chain+Concerns&rft.au=Braude%2C+George+L%3BRead%2C+Ralston+B%3BJelinek%2C+Charles+F&rft.aulast=Braude&rft.aufirst=George&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=59&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; MICROORGANISMS; FOOD CHAINS; CONFERENCE PAPER; ORGANIC COMPOUNDS; HEAVY METALS; LEAD; CADMIUM; INSECTICIDE RESIDUES; FOOD CONTAMINATION ER - TY - JOUR T1 - Overview-Health Considerations Associated with Land Treatment of Wastewater Systems Compared with Other Human Activities AN - 14102107; 10369112 AB - Potential health hazards arising from land treatment of wastewater are discussed. Toxic substances and pathogenic microorganisms in wastewater pose the principal risks. The benefits of land treatment are weighed against the potential hazards. The amount of wastewater available for reclamation in California is estimated at 5% of the state's current water demand. In establishing goals and standards for land treatment of recycled wastewater, it is unrealistic to insist that wastes contain zero levels of toxic or carcinogenic substances. Traces of such substances in the environment are reflections of modern civilization, and the technological ability to perceive trace elements should not require that these traces be eliminated. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Lennette, Edwin H AU - Spath, David P Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 27 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - CHEMICAL WASTES KW - ENV CONSTRAINTS, WATER KW - CARCINOGENIC AGENTS KW - SEWAGE DISPOSAL, LAND KW - HEALTH, ENV KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - COLIFORM BACTERIA KW - AGRICULTURAL LAND KW - GROUNDWATER KW - HEAVY METALS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102107?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Overview-Health+Considerations+Associated+with+Land+Treatment+of+Wastewater+Systems+Compared+with+Other+Human+Activities&rft.au=Lennette%2C+Edwin+H%3BSpath%2C+David+P&rft.aulast=Lennette&rft.aufirst=Edwin&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=27&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; IRRIGATION, SPRAY; CARCINOGENIC AGENTS; HEAVY METALS; SEWAGE DISPOSAL, LAND; CHEMICAL WASTES; AGRICULTURAL LAND; COLIFORM BACTERIA; HEALTH, ENV; ENV CONSTRAINTS, WATER; GROUNDWATER ER - TY - JOUR T1 - Overview of Public, Institutional and Technical Acceptability of Land Treatment of Wastewater AN - 14102106; 10369116 AB - One of the major drawbacks to acceptance of land treatment projects is the opposition of sanitary engineers who are predisposed toward conventional treatment systems. Despite the success of a land treatment facility at muskegon, mich., opposition continues in regional EPA offices and in state agencies. Congress remains the leading force in encouraging land treatment of wastewater, and national EPA officials have begun to press for further use of the technique. The land treatment method will continue to gain acceptance because it is simple to use and it recycles resources. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Nagelvoort, Bernard C Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 67 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - MICHIGAN KW - PUBLIC PARTICIPATION KW - EPA, STATE AND LOCAL KW - ENV CONSTRAINTS, WATER KW - IRRIGATION KW - SEWAGE DISPOSAL, LAND KW - SECONDARY TREATMENT KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102106?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Overview+of+Public%2C+Institutional+and+Technical+Acceptability+of+Land+Treatment+of+Wastewater&rft.au=Nagelvoort%2C+Bernard+C&rft.aulast=Nagelvoort&rft.aufirst=Bernard&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=67&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 23 |t References N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; NUTRIENTS; MICHIGAN; PUBLIC PARTICIPATION; SEWAGE DISPOSAL, LAND; SECONDARY TREATMENT; ENV CONSTRAINTS, WATER; EPA, STATE AND LOCAL; IRRIGATION ER - TY - JOUR T1 - An Evaluation of One-and Two-Dimensional Soil Moisture Flow Models AN - 14102100; 10369122 AB - The use of the soil moisture flow equation in studies on soil moisture and solute movement, deep seepage and evaporation, and soil water storage and availability to plants are reviewed. Although some of the complexities of the soil moisture flow equation are not yet fully understood, models of soil water movement and storage that are derived from the equation have provided sufficiently accurate data for most purposes. Use of the equation in field studies is limited because of difficulties in specifying the boundary condition at the soil surface. The four sample models presented may be used as a framework for other soil hydrologic models. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Van, Der Ploeg RR Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 133 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER DISPOSAL, LAND KW - EVAPORATION KW - CONFERENCE PAPER KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - FLOW MEASUREMENT KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102100?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=An+Evaluation+of+One-and+Two-Dimensional+Soil+Moisture+Flow+Models&rft.au=Van%2C+Der+Ploeg+RR&rft.aulast=Van&rft.aufirst=Der+Ploeg&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=133&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - EVAPORATION; WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; FLOW MEASUREMENT; MATHEMATIC MODELS, WATER ER - TY - JOUR T1 - Treatment of Wastewater in Britain: Implications for Agricultural Land AN - 14102071; 10369111 AB - Historical developments in land wastewater treatment in Britain are briefly outlined. The use of sewage farms to dispose of sludge was severely limited after 1970 because of the large land area required, high costs, odors, and the need to stop applications periodically to avoid pollution of underground water sources. Currently, land use in sewage treatment is limited to disposal of sewage sludge. Use of sludge for compost and fertilizer is limited because much of the waste contains high levels of heavy metals, which are toxic to crops and people. Nitrogen and phosphorus levels in sewage sludge are comparable to those in farmyard manure, but potassium levels in sludge are inadequate. The uses of animal wastes in land treatment also are discussed. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Cooke, G W Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 17 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - ANIMAL WASTE DISPOSAL KW - AGRICULTURAL RUNOFF KW - NITROGEN KW - ODORS KW - SOIL ANALYSIS KW - SEWAGE DISPOSAL, LAND KW - UNITED KINGDOM KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - AGRICULTURAL LAND KW - FERTILIZERS KW - ENV CONSTRAINTS, SOLID WASTE KW - SLUDGE DISPOSAL KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14102071?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Treatment+of+Wastewater+in+Britain%3A+Implications+for+Agricultural+Land&rft.au=Cooke%2C+G+W&rft.aulast=Cooke&rft.aufirst=G&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=17&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; ANIMAL WASTE DISPOSAL; NUTRIENTS; AGRICULTURAL RUNOFF; NITROGEN; AGRICULTURAL LAND; ODORS; FERTILIZERS; ENV CONSTRAINTS, SOLID WASTE; SOIL ANALYSIS; SLUDGE DISPOSAL; SEWAGE DISPOSAL, LAND; UNITED KINGDOM ER - TY - JOUR T1 - Monitoring of Microbiological Aerosols at Wastewater Sprinkler Irrigation Sites AN - 14101562; 10369143 AB - The environmental effects of aerosol spray applications of wastewater to land are assessed. Aerosols can carry pathogenic microorganisms to areas not connected with the irrigation process. Aerosol sampling and monitoring may be able to measure the impact of pathogenic migration. There are three types of aerosol samplers: inertial impingers/impactors, electrostatic precipitators, and scrubbers. The following topics are discussed: sampler efficiency, field sampling tasks, the use of air samplers in the field, meteorological data requirements, and logistical problems of field sampling. Sample analysis techniques and statistical considerations are outlined. Aerosolized pathogen concentrations have not yet been determined. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Schaub, Stephen A AU - Glennon, John P AU - Bausum, Howard T Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - AIR ANALYSIS KW - MICROORGANISMS KW - ELECTROSTATIC PRECIPITATORS KW - AEROSOLS KW - MONITORING, AIR KW - CASCADE IMPACTORS KW - MATHEMATIC MODELS, AIR KW - WASTEWATER DISPOSAL, LAND KW - IRRIGATION, SPRAY KW - CONFERENCE PAPER KW - COLIFORM BACTERIA KW - AIR SAMPLING KW - MATHEMATIC MODELS, WATER KW - SCRUBBERS, VENTURI KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14101562?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Monitoring+of+Microbiological+Aerosols+at+Wastewater+Sprinkler+Irrigation+Sites&rft.au=Schaub%2C+Stephen+A%3BGlennon%2C+John+P%3BBausum%2C+Howard+T&rft.aulast=Schaub&rft.aufirst=Stephen&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 5 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - MATHEMATIC MODELS, AIR; AIR ANALYSIS; WASTEWATER DISPOSAL, LAND; MICROORGANISMS; CONFERENCE PAPER; IRRIGATION, SPRAY; ELECTROSTATIC PRECIPITATORS; COLIFORM BACTERIA; AEROSOLS; MONITORING, AIR; AIR SAMPLING; MATHEMATIC MODELS, WATER; CASCADE IMPACTORS; SCRUBBERS, VENTURI ER - TY - JOUR T1 - Renovation of Waste Water by Land Treatment at Melbourne Board of Works, Farm Werribee, Victoria, Australia AN - 14101508; 10369128 AB - The board of works farm in werribee, Australia, has been the site of land treatment of wastewaters from Melbourne since 1896. The average effluent flow is 440 ml/day; average five-day BOD is 540 mg/l and average suspended solids is 588 mg/l. On a yearly average, 23% of the flow is land-filtered, 34% is grass-filtered, and 43% is discharged into lagoons. Land filtration is used when weather conditions permit, and has proved to be the most efficient method of wastewater renovation. Plants in the area were analyzed. Plants contained significantly higher than normal levels of nitrogen, phosphorus, and carbon, but very little change in calcium and magnesium levels has occurred. Heavy metals in grasses and legumes were within acceptable limits. Tests on kidney and liver tissues of area mammals did not reveal any abnormal concentrations of heavy metals. Investigation of wastewater uses in forestry and agriculture is continuing. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - McPherson, James B Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 201 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - NITROGEN KW - TRACE ELEMENTS KW - AUSTRALIA KW - IRRIGATION KW - GRASSES KW - FILTRATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - AERATED LAGOONS KW - NUTRIENTS KW - AGRICULTURAL LAND KW - SEWAGE TREATMENT KW - WASTEWATER ANALYSIS KW - PHOSPHORUS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14101508?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Renovation+of+Waste+Water+by+Land+Treatment+at+Melbourne+Board+of+Works%2C+Farm+Werribee%2C+Victoria%2C+Australia&rft.au=McPherson%2C+James+B&rft.aulast=McPherson&rft.aufirst=James&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=201&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 2 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; AERATED LAGOONS; NUTRIENTS; NITROGEN; TRACE ELEMENTS; AUSTRALIA; AGRICULTURAL LAND; IRRIGATION; SEWAGE TREATMENT; WASTEWATER ANALYSIS; PHOSPHORUS; FILTRATION; GRASSES ER - TY - JOUR T1 - The Use of Remote Sensing Techniques and Other Information Sources in Regional Site Selection of Potential Land Treatment Areas AN - 14101458; 10369120 AB - Photographs from Landsat, from the skylab s190a multispectral photographic camera, and from the skylab s190b earth terrain camera were used to develop land use maps for site selection of possible land wastewater treatment areas. Photographs from Landsat and skylab s190a provided survey information within four hours. Photographs from skylab s190b were used to prepare a more detailed map in eight hours. S190b land use maps can evaluate land areas to an accuracy of 12.5 M in an area of 11,881 sq km. NASA high altitude aircraft can provide mapping data for an area of 900 sq km at a resolution of about 5 M. Aerial photographs can be combined with site-specific geological data to determine potential land wastewater treatment sites. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Merry, Carolyn J Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 107 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - CARTOGRAPHY KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - LANDSAT KW - AERIAL SURVEILLANCE KW - LAND USE PLANNING KW - LAND USE CLASSIFICATION KW - REMOTE SENSING KW - DISPOSAL SITES KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14101458?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=The+Use+of+Remote+Sensing+Techniques+and+Other+Information+Sources+in+Regional+Site+Selection+of+Potential+Land+Treatment+Areas&rft.au=Merry%2C+Carolyn+J&rft.aulast=Merry&rft.aufirst=Carolyn&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=107&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t maps N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - CARTOGRAPHY; LAND USE CLASSIFICATION; WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; REMOTE SENSING; LANDSAT; DISPOSAL SITES; AERIAL SURVEILLANCE; LAND USE PLANNING ER - TY - JOUR T1 - Economic Evaluation and Management of Land Treatment Systems AN - 14100531; 10369119 AB - Potential economic and institutional problems arising from land wastewater treatment systems are discussed. Economic evaluations include cost considerations resulting from: preapplication effluent treatment, transmission, effluent storage, application, and recovery of recycled water. The evaluations are assessed by the cost of land application wastewater model. Land treatment systems were found to be most cost-effective for effluent volumes of 10 mgd. Institutional analyses of land use systems must account for the equity of operational costs in terms of acquisition and management options, contractual agreements, and implications of the programs for farmers and communities. A review of operating land treatment systems did not show any uniformity in system operation and implementation. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Christensen, Lee A Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 97 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - WASTEWATER MANAGEMENT KW - PRIVATE LANDS KW - COST BENEFIT ANALYSIS, WATER KW - IRRIGATION KW - ECONOMICS, WATER KW - EFFLUENT STANDARDS KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NUTRIENTS KW - BIOCHEMICAL OXYGEN DEMAND KW - AGRICULTURAL LAND KW - LAND USE PLANNING KW - USER FEES KW - ACTIVATED SLUDGE KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14100531?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Economic+Evaluation+and+Management+of+Land+Treatment+Systems&rft.au=Christensen%2C+Lee+A&rft.aulast=Christensen&rft.aufirst=Lee&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=97&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 3 |t Tables N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WASTEWATER MANAGEMENT; NUTRIENTS; PRIVATE LANDS; BIOCHEMICAL OXYGEN DEMAND; COST BENEFIT ANALYSIS, WATER; LAND USE PLANNING; AGRICULTURAL LAND; IRRIGATION; USER FEES; ECONOMICS, WATER; EFFLUENT STANDARDS; ACTIVATED SLUDGE ER - TY - JOUR T1 - Evaluation of N Models for Prediction of No3-N in Percolate Water in Land Treatment AN - 14099964; 10369124 AB - The possibility of adapting nitrogen simulation models of agricultural soil processes to aid in investigations involving land treatment of wastewater is discussed. Nitrification, denitrification, plant uptake, and exchange of ammonium with soil are the most important parameters in the prediction of nitrogen activity in percolate water from land treatment. Models that deal with nitrogen activity are reviewed. Although the large complex models are useful in clarifying aspects of the nitrogen cycle, they must be simplified so as to be accessible to land treatment managers, and they must be further revised to reflect land treatment conditions. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Iskander, I K AU - Selim, H M Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 163 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - DENITRIFICATION KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - NITROGEN KW - AGRICULTURAL LAND KW - SOIL CHEMISTRY KW - MATHEMATIC MODELS, LAND KW - PERCOLATION KW - NITRIFICATION KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14099964?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Evaluation+of+N+Models+for+Prediction+of+No3-N+in+Percolate+Water+in+Land+Treatment&rft.au=Iskander%2C+I+K%3BSelim%2C+H+M&rft.aulast=Iskander&rft.aufirst=I&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=163&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 1 |t diagrams N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - DENITRIFICATION; WASTEWATER DISPOSAL, LAND; SOIL CHEMISTRY; CONFERENCE PAPER; MATHEMATIC MODELS, LAND; PERCOLATION; NITROGEN; NITRIFICATION; MATHEMATIC MODELS, WATER; AGRICULTURAL LAND ER - TY - JOUR T1 - Review of Physical/Chemical/Biological Models for Prediction of Percolate Water Quality AN - 14099922; 10369121 AB - Physical/chemical/biological models for the qualitative and quantitative measurement of drainage water are surveyed, and the models' implications for the design and management of land wastewater treatment systems are assessed. Models are compared in terms of: type of flow; initial and boundary conditions; presence of plant roots; salt flow mechanisms; initial conditions of salt flow models; and interactions of salt flows with soil particles or with other salts in solution. Three model classifications are discerned: analytical solutions, numerical solutions, and a combination of analytical and numerical solutions. USBR's irrigation return flow model is found to predict satisfactorily the Quality and quantity of drainage water from a wastewater experiment at apple Valley, minn. JF - Usace/Et AL Land Treatment of Wastewater Int Symp, Hanover AU - Gupta, S C AU - Shaffer, MJ AU - Larson, W E Y1 - 1978/08/20/ PY - 1978 DA - 1978 Aug 20 SP - 121 PB - The Boulevard Kidlington Oxford OX5 1GB VL - 1 KW - Environment Abstracts KW - TRACE ELEMENTS KW - PRECIPITATION KW - IRRIGATION RETURN FLOWS KW - INFILTRATION KW - SALINITY KW - WASTEWATER DISPOSAL, LAND KW - CONFERENCE PAPER KW - WATER QUALITY CRITERIA KW - NUTRIENTS KW - LEACHING KW - FLOW MEASUREMENT KW - PERCOLATION KW - SEASONAL COMPARISONS KW - MATHEMATIC MODELS, WATER KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14099922?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.atitle=Review+of+Physical%2FChemical%2FBiological+Models+for+Prediction+of+Percolate+Water+Quality&rft.au=Gupta%2C+S+C%3BShaffer%2C+MJ%3BLarson%2C+W+E&rft.aulast=Gupta&rft.aufirst=S&rft.date=1978-08-20&rft.volume=1&rft.issue=&rft.spage=121&rft.isbn=&rft.btitle=&rft.title=Usace%2FEt+AL+Land+Treatment+of+Wastewater+Int+Symp%2C+Hanover&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Document feature - |n 4 |t graphs N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - WASTEWATER DISPOSAL, LAND; CONFERENCE PAPER; WATER QUALITY CRITERIA; NUTRIENTS; TRACE ELEMENTS; PRECIPITATION; IRRIGATION RETURN FLOWS; LEACHING; FLOW MEASUREMENT; PERCOLATION; INFILTRATION; SEASONAL COMPARISONS; MATHEMATIC MODELS, WATER; SALINITY ER - TY - RPRT T1 - Yakima Valley regional water management study; Volume I, Summary; Volume II, Water quality; Volume III, Water budget; Volume IV, Geology and ground water AN - 51770013; 1982-013410 JF - Yakima Valley regional water management study; Volume I, Summary; Volume II, Water quality; Volume III, Water budget; Volume IV, Geology and ground water Y1 - 1978/07// PY - 1978 DA - July 1978 KW - United States KW - hydrology KW - water quality KW - Washington KW - legislation KW - pollution KW - hydrogeology KW - ground water KW - Yakima County Washington KW - Kittitas County Washington KW - surveys KW - Benton County Washington KW - water resources KW - management KW - Yakima Valley KW - 21:Hydrogeology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51770013?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-07-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Yakima+Valley+regional+water+management+study%3B+Volume+I%2C+Summary%3B+Volume+II%2C+Water+quality%3B+Volume+III%2C+Water+budget%3B+Volume+IV%2C+Geology+and+ground+water&rft.title=Yakima+Valley+regional+water+management+study%3B+Volume+I%2C+Summary%3B+Volume+II%2C+Water+quality%3B+Volume+III%2C+Water+budget%3B+Volume+IV%2C+Geology+and+ground+water&rft.issn=&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1982-01-01 N1 - Availability - U. S. Army Corps Eng., Seattle Dist., Seattle, WA, United States N1 - SuppNotes - In four separate volumes N1 - Last updated - 2012-06-06 ER - TY - RPRT T1 - The Development and Servicing of Spatial Data Management Techniques in the Corps of Engineers AN - 19459208; 7839906 AB - The Corps Hydrologic Engineering Center (HEC) provided the basic developmental work on the spatial data management and attendant processing techniques and it is continuing in the role of the basic technology transfer agent. The significant efforts required to document, maintain and service the technology and provide ready consultation services reported herein were planned for during the developmental efforts and are currently being centrally managed to encourage smooth adoption of the techniques by Corps field offices. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Webb, R P AU - Davis, D W Y1 - 1978/07// PY - 1978 DA - July 1978 SP - 32 KW - Water Resources Abstracts KW - Engineering KW - Technology Transfer KW - Hydrologic Data KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459208?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Webb%2C+R+P%3BDavis%2C+D+W&rft.aulast=Webb&rft.aufirst=R&rft.date=1978-07-01&rft.volume=&rft.issue=&rft.spage=32&rft.isbn=&rft.btitle=The+Development+and+Servicing+of+Spatial+Data+Management+Techniques+in+the+Corps+of+Engineers&rft.title=The+Development+and+Servicing+of+Spatial+Data+Management+Techniques+in+the+Corps+of+Engineers&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Development of Generalized Free Surface Flow Models Using Finite Element Techniques AN - 19459186; 7839905 AB - The Corps of Engineers' Hydrologic Engineering Center is involved in the development, evaluation, and application of mathematical models. Two finite element hydrodynamic models, one for two-dimensional free surface flow in the horizontal plane and one for the vertical plane are evaluated. Although the models are formulated to solve dynamic flow problems, all work to date has been with steady state solutions. Recent research has focused on mass continuity performance of the models, proper boundary condition specification, and comparison with finite difference techniques. The objective of this research is to develop generalized mathematical models for routine use by the engineering community. This paper presents recent results of evaluation and application of the models. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gee, D M AU - MacArthur, R C Y1 - 1978/07// PY - 1978 DA - July 1978 SP - 28 KW - Water Resources Abstracts KW - Evaluation KW - Engineering KW - Performance Evaluation KW - Hydrologic Models KW - Mathematical Models KW - Boundary Conditions KW - Finite Element Method KW - Specifications KW - Free Surfaces KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459186?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gee%2C+D+M%3BMacArthur%2C+R+C&rft.aulast=Gee&rft.aufirst=D&rft.date=1978-07-01&rft.volume=&rft.issue=&rft.spage=28&rft.isbn=&rft.btitle=Development+of+Generalized+Free+Surface+Flow+Models+Using+Finite+Element+Techniques&rft.title=Development+of+Generalized+Free+Surface+Flow+Models+Using+Finite+Element+Techniques&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Laboratory effects in beach studies; Volume VIII, Analysis of results from 10 movable-bed experiments AN - 52017998; 1979-024768 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Chesnutt, C B Y1 - 1978/06// PY - 1978 DA - June 1978 SP - 124 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 77-7 SN - 0193-5992, 0193-5992 KW - experimental studies KW - breakwaters KW - shorelines KW - analysis KW - reflection waves KW - models KW - beaches KW - marine installations KW - wave height KW - ocean waves KW - profiles KW - generation KW - 30:Engineering geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/52017998?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Chesnutt%2C+C+B&rft.aulast=Chesnutt&rft.aufirst=C&rft.date=1978-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=Laboratory+effects+in+beach+studies%3B+Volume+VIII%2C+Analysis+of+results+from+10+movable-bed+experiments&rft.title=Laboratory+effects+in+beach+studies%3B+Volume+VIII%2C+Analysis+of+results+from+10+movable-bed+experiments&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1979-01-01 N1 - Number of references - 29 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Document feature - illus. incl. tables N1 - SuppNotes - Prepared from U. S. Army Corps Eng.; U. S. Army Corps Eng. N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - analysis; beaches; breakwaters; experimental studies; generation; marine installations; models; ocean waves; profiles; reflection waves; shorelines; wave height ER - TY - JOUR T1 - Kepone Mitigation Feasibility Project: Appendix B. AN - 14123312; 10375098 AB - Remedial methods for capturing, stabilizing, or removing Kepone in Bailey bay, Bailey creek, gravelly run, and the James river, VA., are discussed. Worldwide dredging techniques for removal of contaminated sediments from specific sites are reviewed. Engineering studies designed to contain, stabilize, or remove Kepone-contaminated sediments at points of inflow into the river are described. JF - USACE, NTIS Report Pb-286 086, Jun 78 Y1 - 1978/06// PY - 1978 DA - Jun 1978 PB - The Boulevard Kidlington Oxford OX5 1GB KW - Environment Abstracts KW - SEDIMENT KW - KEPONE KW - VIRGINIA KW - INSECTICIDE RESIDUES KW - RIVERS KW - DREDGING KW - WATER POLLUTION EFFECTS KW - ENA 07:General UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/14123312?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Aenvabstractsmodule&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=USACE%2C+NTIS+Report+Pb-286+086%2C+Jun+78&rft.atitle=Kepone+Mitigation+Feasibility+Project%3A+Appendix+B.&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-06-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=USACE%2C+NTIS+Report+Pb-286+086%2C+Jun+78&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2009-08-01 N1 - Last updated - 2011-12-15 N1 - SubjectsTermNotLitGenreText - SEDIMENT; KEPONE; RIVERS; DREDGING; VIRGINIA; INSECTICIDE RESIDUES; WATER POLLUTION EFFECTS ER - TY - JOUR T1 - An annotated bibliography of CERC coastal ecology research AN - 51983577; 1980-007118 JF - Miscellaneous Report - U. S. Army, Corps of Engineers, Coastal Engineering Research Center AU - Pullen, E J AU - Yancey, R M AU - Knutson, P L AU - Hurme, A K Y1 - 1978/05// PY - 1978 DA - May 1978 SP - 18 PB - U. S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA IS - 78-2 SN - 0193-5992, 0193-5992 KW - coastal environment KW - ecology KW - analysis KW - research KW - bibliography KW - oceanography KW - 22:Environmental geology UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/51983577?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/GeoRef&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=book&rft.jtitle=&rft.atitle=&rft.au=Pullen%2C+E+J%3BYancey%2C+R+M%3BKnutson%2C+P+L%3BHurme%2C+A+K&rft.aulast=Pullen&rft.aufirst=E&rft.date=1978-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=An+annotated+bibliography+of+CERC+coastal+ecology+research&rft.title=An+annotated+bibliography+of+CERC+coastal+ecology+research&rft.issn=01935992&rft_id=info:doi/ LA - English DB - GeoRef N1 - Copyright - GeoRef, Copyright 2012, American Geosciences Institute. N1 - Date revised - 1980-01-01 N1 - Availability - National Technical Information Service, Springfield, VA, United States (USA) N1 - PubXState - VA N1 - Last updated - 2012-06-06 N1 - SubjectsTermNotLitGenreText - analysis; bibliography; coastal environment; ecology; oceanography; research ER - TY - RPRT T1 - Flood Damage Assessments Using Spatial Data Management Techniques AN - 19457276; 7890455 AB - The Corps of Engineers Hydrologic Engineering Center has developed techniques that perform the spatial data analysis approach and individual structure approach and work is near completion on an integrated analysis package. The capability therefore exists to perform damage appraisals in a manner that encourages a general geographic and land use should the need arise. This paper discusses the basic concepts of a spatial data management approach to damage appraisals and highlight(s) its integrated use with more traditional individual structure approaches. Selected example results are presented. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Davis, D W AU - Webb, R P Y1 - 1978/05// PY - 1978 DA - May 1978 SP - 34 KW - Water Resources Abstracts KW - Land Use KW - Damage KW - Assessments KW - Structural Engineering KW - Appraisals KW - Hydrologic Data KW - Flood Damage KW - SW 6010:Structures UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19457276?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Davis%2C+D+W%3BWebb%2C+R+P&rft.aulast=Davis&rft.aufirst=D&rft.date=1978-05-01&rft.volume=&rft.issue=&rft.spage=34&rft.isbn=&rft.btitle=Flood+Damage+Assessments+Using+Spatial+Data+Management+Techniques&rft.title=Flood+Damage+Assessments+Using+Spatial+Data+Management+Techniques&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Large Array of Wastewater Reuse Options for Pima County, Arizona AN - 19228922; 8000646 AB - The Pima Association of Governments 208 project 's land use, economic and population projections along with the water use rates developed in Task Reports 6320 and 6330 are used in this analysis to identify sources of wastewater for irrigation, industrial, municipal, and recreational reuse in the Ajo Area, the Avra and Altar Valley Area, the Upper and Lower Santa Cruz area and the Upper and Lower San Pedro area. With the purpose of identifying a wide range of wastewater reuse options those potential sources are identified and discussed in terms of their volume, quality and location requirements. As the first step in developing a preferred plan for wastewater reuse in Pima County, Arizona this report examines current reuse practices, public opinion trends, reuse programs outside Pima County and proposed uses in an attempt to provide both the necessary background information and a preliminary analysis of all alternatives investigated. (Tickes-Arizona) JF - Pima Association of Governments 208 Project, Element 6, Task 6340, May 1978. 86 p, 12 fig, 30 tab, 11 ref. AU - Thuss, M F AD - Army Corps of Engineers Los Angeles, CA Y1 - 1978/05// PY - 1978 DA - May 1978 KW - Water Resources Abstracts KW - Water reuse KW - Waste water disposal KW - Waste water treatment KW - Planning KW - Project planning KW - Regional analysis KW - Competing uses KW - Water utilization KW - Reclaimed water KW - Alternative planning KW - Comprehensive planning KW - Water allocation(Policy) KW - Irrigation water KW - Industrial water KW - Municipal water KW - Recreation KW - Drainage area KW - Water quality KW - Water supply KW - Pima County KW - Arizona KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19228922?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Large+Array+of+Wastewater+Reuse+Options+for+Pima+County%2C+Arizona&rft.au=Thuss%2C+M+F&rft.aulast=Thuss&rft.aufirst=M&rft.date=1978-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Large Array of Water Conservation Strategies for Pima County, Arizona AN - 19214877; 8000648 AB - In response to Task Report 6330 conclusions that water use and budget calculations in Pima County, Arizona indicate current water consumption by all users to be three times the dependable supply, the purpose of the present analysis is to identify and discuss a wide range of possible methods to reduce the amount of water lost from the overall water systems in Pima County. Accordingly, the water resource system of the region encompassing the Ajo, Avra and Altar, Upper and Lower Santa Cruz and Upper and Lower San Pedro areas is described through the identification of each of the components from supply, through use, to disposal in an attempt to illustrate how water is lost or consumed and what types of conservation programs are applicable. The impacts of certain conservation programs are identified and discussed where appropriate. (Tickes-Arizona) JF - Pima Association of Governments 208 Project Element 6, Tasks 6350 and 6360, Conservation Strategies and Program Development, May 1978, 75 p, 6 fig, 11 tab, 33 ref. Y1 - 1978/05// PY - 1978 DA - May 1978 KW - Water Resources Abstracts KW - Water management(Applied) KW - Water yield improvement KW - Water conservation KW - Alternate planning KW - Comprehensive planning KW - Water resources development KW - Water supply KW - Hydrologic budget KW - Water utilization KW - Regional analysis KW - Water loss KW - Drainage area KW - Waste water disposal KW - Water allocation(Policy) KW - Conjunctive use KW - Environmental effects KW - Pima County KW - Arizona KW - SW 1040:Conservation in domestic and municipal use UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19214877?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Large+Array+of+Water+Conservation+Strategies+for+Pima+County%2C+Arizona&rft.au=&rft.aulast=&rft.aufirst=&rft.date=1978-05-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - RPRT T1 - Chattahoochee River Water Quality Analysis AN - 19476214; 8192898 AB - State-of-the-art stream water quality modeling is applied to a practical case showing impact analysis regarding a proposed sewage treatment plant effluent modification and a proposed level of treatment of non-point runoff. JF - Project Reports. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Willey, R G AU - Huff, D Y1 - 1978/04// PY - 1978 DA - April 1978 SP - 250 KW - Pollution Abstracts; Water Resources Abstracts; ASFA 3: Aquatic Pollution & Environmental Quality KW - water quality KW - impact analysis KW - Quality assurance KW - Sewage treatment plants KW - Water quality KW - Streams KW - Sewage disposal KW - Hydrologic Models KW - Water treatment KW - USA, Chattahoochee R. KW - Sewage treatment KW - Rivers KW - Wastewater Facilities KW - Water Quality KW - Nonpoint Pollution Sources KW - Nonpoint pollution KW - Effluents KW - River water KW - Wastewater Treatment KW - Runoff KW - Q5 08503:Characteristics, behavior and fate KW - SW 3040:Wastewater treatment processes KW - P 2000:FRESHWATER POLLUTION UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19476214?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Aquatic+Science+%26+Fisheries+Abstracts+%28ASFA%29+3%3A+Aquatic+Pollution+%26+Environmental+Quality&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Willey%2C+R+G%3BHuff%2C+D&rft.aulast=Willey&rft.aufirst=R&rft.date=1978-04-01&rft.volume=&rft.issue=&rft.spage=250&rft.isbn=&rft.btitle=Chattahoochee+River+Water+Quality+Analysis&rft.title=Chattahoochee+River+Water+Quality+Analysis&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-05-01 N1 - Last updated - 2016-05-27 ER - TY - RPRT T1 - Potential Use of Digital Computer Groundwater Models AN - 19459653; 7890447 AB - The discussion on the potential use of digital computer groundwater models was prepared for the Albuquerque District, Corps of Engineers, Albuquerque, New Mexico, as part of a water supply study of the Albuquerque Greater Urban Area (AGUA). Although the material presented was developed for the Albuquerque area, the concepts are applicable to the understanding of groundwater modeling generally. The discussion included both quantity and quality models and reasons why an agency may wish to undertake a modeling effort. Available computer programs were cited and the probable advantages and disadvantages of specific programs were given. Costs for prior modeling efforts of groundwater systems in other localities were also included as a guide to probable cost when considering the use of a digital computer groundwater model. JF - Technical Papers. U.S. Army Corps of Engineers, Hydrologic Engineering Center AU - Gundlach, D L Y1 - 1978/04// PY - 1978 DA - April 1978 SP - 56 KW - Water Resources Abstracts KW - USA, New Mexico, Albuquerque KW - Costs KW - USA, New Mexico KW - Hydrologic Models KW - Computer Programs KW - Urban Areas KW - Digital Computers KW - Water Supply KW - Groundwater KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19459653?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/Water+Resources+Abstracts&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=report&rft.jtitle=&rft.atitle=&rft.au=Gundlach%2C+D+L&rft.aulast=Gundlach&rft.aufirst=D&rft.date=1978-04-01&rft.volume=&rft.issue=&rft.spage=56&rft.isbn=&rft.btitle=Potential+Use+of+Digital+Computer+Groundwater+Models&rft.title=Potential+Use+of+Digital+Computer+Groundwater+Models&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Date revised - 2008-01-01 N1 - Last updated - 2016-05-27 ER - TY - JOUR T1 - Projected Water Use and Water Budget Calculations for Pima County, Arizona AN - 19234926; 8000647 AB - Based upon the water supply and demand estimates established in The Water Supply Overview (Task Report 6310) and The Water Use Overview (Task Report 6320), an attempt is made here to calculate the present and future water budgets for Pima County, Arizona. Both historic and current agricultural, municipal, industrial and recreational water use is reported for the Ajo, Avra and Altar Valley, Upper and Lower Santa Cruz and Upper and Lower San Pedro areas and analyzed to determine the following rates of use: pumpage, return flow, recharge, flows and consumption. Once future water use projections are made they are compared with water supply information to establish water budgets for the projected planning period. It is concluded that the water budget for Pima County indicates an overall decline in annual water consumption from 337,900 acre-feet in 1975 to about 173,900 acre-feet in 2000 based upon the main assumption that cropped acreage will decrease from over 55,000 acres in 1975 to about 10,600 acres in 2000. It should be noted that at no time does dependable supply equal or exceed consumption and that these calculations do not consider the effects of water importation, conservation or wastewater reuse programs. (Tickes-Arizona) JF - Pima Association of Governments 208 Project, Element 6, Task 6330, Future Water Use Overview, April 1978. 69 p, 25 tab, 3 fig, 8 ref. AU - Thuss, M F AD - Army Corps of Engineers Los Angeles, CA Y1 - 1978/04// PY - 1978 DA - Apr 1978 KW - Water Resources Abstracts KW - Water utilization KW - Hydrologic budget KW - Water supply KW - Competing uses KW - Forecasting KW - Alternate planning KW - Irrigation water KW - Municipal water KW - Industrial water KW - Recreation KW - Regional analysis KW - Drainage area KW - Return flow KW - Pumping KW - Recharge KW - Planning KW - Comprehensive planning KW - Pima County KW - Arizona KW - SW 4020:Evaluation process UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19234926?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=Projected+Water+Use+and+Water+Budget+Calculations+for+Pima+County%2C+Arizona&rft.au=Thuss%2C+M+F&rft.aulast=Thuss&rft.aufirst=M&rft.date=1978-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - A Comparative Analysis of Multi-Source Water Supply Data for Pima County, Arizona AN - 19228970; 8000644 AB - An overview of the water supply data for Pima County, Arizona, is presented which centers on identifying the best estimates of the total amount of recoverable water in storage and the yearly dependable supply in 4 major areas of Pima County in an effort to establish the supply element for future budget calculations. While no attempt is made here to determine if an identified water supply potential can, in reality, be efficiently developed , the specific objectives of this overview report are: to identify and describe (1) previously published reports related to water supply in the study area, (2) areas which hold minimum potential for water supply development, (3) areas having potential for water supply development, (4) to determine and define legal and quality constraints to water supply development , and (5) to determine and define the most reasonable estimates of recoverable water in storage and natural average annual recharge for those areas having potential for water supply development. (Tickes-Arizona) JF - Pima Association of Governments 208 Project Element 6, Task 6310, Existing Water Supply Overview, April 1978. 152 p, 51 fig, 11 tab, 33 ref. AU - Thuss, M F AD - Army Corps of Engineers Los Angeles, CA Y1 - 1978/04// PY - 1978 DA - Apr 1978 KW - Water Resources Abstracts KW - Water supply KW - Water yield KW - Forecasting KW - Hydrologic data KW - Water resources development KW - Water supply development KW - Hydrologic budget KW - Water utilization KW - Regional analysis KW - Water yield improvement KW - Storage KW - Alternative planning KW - Comprehensive planning KW - Legal constraints KW - Water quality KW - Recharge KW - Pima County KW - Arizona KW - SW 4040:Water demand UR - http://libproxy.lib.unc.edu/login?url=http://search.proquest.com/docview/19228970?accountid=14244 L2 - http://vb3lk7eb4t.search.serialssolutions.com/?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&rfr_id=info:sid/ProQ%3Awaterresources&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.jtitle=&rft.atitle=A+Comparative+Analysis+of+Multi-Source+Water+Supply+Data+for+Pima+County%2C+Arizona&rft.au=Thuss%2C+M+F&rft.aulast=Thuss&rft.aufirst=M&rft.date=1978-04-01&rft.volume=&rft.issue=&rft.spage=&rft.isbn=&rft.btitle=&rft.title=&rft.issn=&rft_id=info:doi/ LA - English DB - ProQuest Environmental Science Collection N1 - Last updated - 2011-12-14 ER - TY - JOUR T1 - Laboratory effects in beach studies; Volume VI, Movable-bed experiments with H