{"pageNumber":"2086","pageRowStart":"52125","pageSize":"25","recordCount":68919,"records":[{"id":26693,"text":"wri834137 - 1983 - Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:33:22","indexId":"wri834137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4137","title":"Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming","docAbstract":"This is a supplement to the report, ' Effect of pumpage on ground-water levels as modeled in Laramie County, Wyoming, ' published as U.S. Geological Survey Water-Resources Investigations Open-File Report 80-1104. The computer program and data used to model ground-water conditions in post-Cretaceous rocks in Laramie County are listed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834137","usgsCitation":"Crist, M.A., 1983, Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 83-4137, iv, 137 p. ;28 cm., https://doi.org/10.3133/wri834137.","productDescription":"iv, 137 p. ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":121923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4137/report-thumb.jpg"},{"id":55554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d20","contributors":{"authors":[{"text":"Crist, M. A.","contributorId":84799,"corporation":false,"usgs":true,"family":"Crist","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196842,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29911,"text":"wri834002 - 1983 - Ground-water contamination at Wurtsmith Air Force Base, Michigan","interactions":[],"lastModifiedDate":"2017-01-25T14:09:18","indexId":"wri834002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4002","title":"Ground-water contamination at Wurtsmith Air Force Base, Michigan","docAbstract":"<p>A sand and gravel aquifer of glacial origin underlies Wurtsmith Air Force Base in northeastern lower Michigan. The aquifer overlies a thick clay layer at an average depth of 65 feet. The water table is about 10 feet below land surface in the western part of the Base and about 25 feet below land surface in the eastern part. A ground-water divide cuts diagonally across the Base from northwest to southeast. South of the divide, ground water flows to the Au Sable River; north of the divide, it flows to Van Etten Creek and Van Etten Lake. Mathematical models were used to aid in calculating rates of groundwater flow. Rates range from about 0.8 feet per day in the eastern part of the Base to about 0.3 feet per day in the western part. Models also were used as an aid in making decisions regarding purging of contaminated water from the aquifer. </p><p>In 1977, trichloroethylene was detected in the Air Force Base water-supply system. It had leaked from a buried storage tank near Building 43 in the southeastern part of the Base and moved northeastward under the influence of the natural ground-water gradient and the pumping of Base water-supply wells. In the most highly contaminated part of the plume, concentrations are greater than 1,000 micrograms per liter. Current purge pumping is removing some of the trichloroethylene, and seems to have arrested its eastward movement. Pumping of additional purge wells could increase the rate of removal. </p><p>Trichloroethylene has also been detected in ground water in the vicinity of the Base alert apron, where a plume from an unknown source extends northeastward off Base. A smaller, less well-defined area of contamination also occurs just north of the larger plume. Trichloroethylene, identified near the waste-treatment plant, seepage lagoons, and the northern landfill area, is related to activities and operations in these areas. Dichloroethylene and trichloroethylene occur in significant quantities westward of Building 43, upgradient from the major spill site. Benzene, indicative of ground-water contamination by a fuel substance, occurs in an area northeast of the bulk-fuel storage area. Analysis of a variety of chemical, physical, and biologic characteristics of water on the Base indicate that there is a measurable affect on ground-water quality from landfills, the seepage lagoon, and the waste-treatment plant.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri834002","collaboration":"Prepared in cooperation with the U.S. Air Force","usgsCitation":"Stark, J., Cummings, T., and Twenter, F.R., 1983, Ground-water contamination at Wurtsmith Air Force Base, Michigan: U.S. Geological Survey Water-Resources Investigations Report 83-4002, Document: ix, 93 p.; Plate: 41.58 x 35.42 inches, https://doi.org/10.3133/wri834002.","productDescription":"Document: ix, 93 p.; Plate: 41.58 x 35.42 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":58728,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4002/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4002/report-thumb.jpg"}],"country":"United States","state":"Michigan","otherGeospatial":"Wurtsmith Air Force Base","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.416667,\n              44.483333\n            ],\n            [\n              -83.416667,\n              44.425\n            ],\n            [\n              -83.325,\n              44.425\n            ],\n            [\n              -83.325,\n              44.483333\n            ],\n            [\n              -83.416667,\n              44.483333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d05d","contributors":{"authors":[{"text":"Stark, J. R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":202340,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":202341,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202339,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29089,"text":"wri834264 - 1983 - Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834264","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4264","title":"Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1982","docAbstract":"The U.S. Geological Survey maintains a quality-assurance program based on the analysis of reference samples for its two water-analysis laboratories located in Atlanta, Georgia, and Denver, Colorado. Reference samples containing inorganic constituents are prepared at the U.S. Geological Survey 's Ocala , Florida, office and disguised as routine samples, and sent daily to each laboratory through other U.S. Geological Survey offices. The results are permanently stored in the National Water Data Storage and Retrieval System (WATSTORE), the U.S. Geological Survey 's data base for all water data. These data are analyzed statistically for precision and bias. The results of these statistical analyses are presented for data collected during the 1982 water year. In addition, one sample containing known concentrations of trihalomethanes was analyzed in both laboratories, and these results also are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834264","usgsCitation":"Peart, D.B., and Thomas, N., 1983, Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1982: U.S. Geological Survey Water-Resources Investigations Report 83-4264, viii, 112 p. :ill. ;28 cm., https://doi.org/10.3133/wri834264.","productDescription":"viii, 112 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4264/report-thumb.jpg"},{"id":57941,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4264/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ae4b07f02db6514b5","contributors":{"authors":[{"text":"Peart, Dale B.","contributorId":86384,"corporation":false,"usgs":true,"family":"Peart","given":"Dale","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200932,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, Nancy","contributorId":7657,"corporation":false,"usgs":true,"family":"Thomas","given":"Nancy","affiliations":[],"preferred":false,"id":200931,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30498,"text":"wri824057 - 1983 - Ground-water resources of the Rutland area, Vermont","interactions":[],"lastModifiedDate":"2021-02-03T22:10:14.36228","indexId":"wri824057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4057","title":"Ground-water resources of the Rutland area, Vermont","docAbstract":"Ground water in the Rutland area occurs both in the bedrock and the overlying unconsolidated glacial deposits. Bedrock in the area is composed of a series of metamorphic and igneous rocks. Water from wells drilled in bedrock can be obtained in sufficient quantities for domestic use nearly anywhere in the area. The median well yield for 4 different bedrock hydrogeologic units ranges from 2 to 7 gallons per minute. Unconsolidated deposits in the Rutland area include till, clay, sand, and gravel. Saturated sand and gravel capable of yielding more than 200 gallons per minute is found in the major valleys of the area. Chemical analyses of water from 72 wells indicate that 29 percent of these sources contain one or more constituents that exceed the limits recommended by the U.S. Environmental Protection Agency (1977, 1978) for public drinking water supplies. The most common problem constituents are iron and manganese. In addition, elevated levels of chloride and nitrate suggest that 65 percent of the sampled sources have some water-quality deterioration. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri824057","usgsCitation":"Willey, R.E., and Butterfield, D., 1983, Ground-water resources of the Rutland area, Vermont: U.S. Geological Survey Water-Resources Investigations Report 82-4057, Report: iii, 38 p.; 4 Plates: 26.47 x 35.32 inches or smaller, https://doi.org/10.3133/wri824057.","productDescription":"Report: iii, 38 p.; 4 Plates: 26.47 x 35.32 inches or smaller","costCenters":[],"links":[{"id":382933,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382932,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4057/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382931,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4057/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382930,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4057/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382929,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4057/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160047,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4057/report-thumb.jpg"}],"country":"United States","state":"Vermont","city":"Rutland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.037109375,\n              43.56447158721811\n            ],\n            [\n              -72.88330078125,\n              43.56447158721811\n            ],\n            [\n              -72.88330078125,\n              43.636075155965784\n            ],\n            [\n              -73.037109375,\n              43.636075155965784\n            ],\n            [\n              -73.037109375,\n              43.56447158721811\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a6b7","contributors":{"authors":[{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Butterfield, David","contributorId":28607,"corporation":false,"usgs":true,"family":"Butterfield","given":"David","affiliations":[],"preferred":false,"id":203353,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29046,"text":"wri834046 - 1983 - Mean annual runoff and peak flow estimates based on channel geometry of streams in northeastern and western Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4046","title":"Mean annual runoff and peak flow estimates based on channel geometry of streams in northeastern and western Montana","docAbstract":"Equations for estimating mean annual runoff and peak discharge from measurements of channel geometry were developed for western and northeastern Montana. The study area was divided into two regions for the mean annual runoff analysis, and separate multiple-regression equations were developed for each region. The active-channel width was determined to be the most important independent variable in each region. The standard error of estimate for the estimating equation using active-channel width was 61 percent in the Northeast Region and 38 percent in the West region. The study area was divided into six regions for the peak discharge analysis, and multiple regression equations relating channel geometry and basin characteristics to peak discharges having recurrence intervals of 2, 5, 10, 25, 50 and 100 years were developed for each region. The standard errors of estimate for the regression equations using only channel width as an independent variable ranged from 35 to 105 percent. The standard errors improved in four regions as basin characteristics were added to the estimating equations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834046","usgsCitation":"Parrett, C., Omang, R.J., and Hull, J.A., 1983, Mean annual runoff and peak flow estimates based on channel geometry of streams in northeastern and western Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4046, iv, 57 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834046.","productDescription":"iv, 57 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4046/report-thumb.jpg"},{"id":57910,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db610454","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200854,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200855,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29065,"text":"wri834198 - 1983 - Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina","interactions":[],"lastModifiedDate":"2023-03-07T20:24:09.45803","indexId":"wri834198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4198","title":"Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina","docAbstract":"<p>The rates of sedimentation and of resultant maintenance dredging in Charleston Harbor increased dramatically in the 1940s, following two major modifications to the harbor. One modification, the Santee-Cooper diversion project, caused a twentyfold increase in freshwater inflow to the harbor. The other modification was deepening of the navigation channels in the harbor from 30 to 35 feet below mean low water. After field and model studies indicated that the diversion was the major cause of the increase in the sedimentation rate, plans were made to redivert most of the Santee River water back to its former channel. This report documents a review of existing data and literature that was made to evaluate rediversion as a means of reducing the rate of maintenance dredging. The postrediversion decrease in the rate of maintenance dredging can be estimated only within broad limits because some important questions lack reliable answers. Analysis of available information indicates that rediversion will eventually reduce the rate of maintenance dredging by about 40 to 75 percent. The reduction in the rate of maintenance dredging may be delayed for a decade or more by the gradual removal of accumulated sediment and may be partially offset by the effects of future channel deepening.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834198","usgsCitation":"Patterson, G.G., 1983, Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 83-4198, vi, 65 p., https://doi.org/10.3133/wri834198.","productDescription":"vi, 65 p.","costCenters":[],"links":[{"id":413781,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49178.htm","linkFileType":{"id":5,"text":"html"}},{"id":57927,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4198/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119735,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4198/report-thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Charleston Harbor, Cooper River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.1667,\n              33.5\n            ],\n            [\n              -80.1667,\n              32.6667\n            ],\n            [\n              -79.75,\n              32.6667\n            ],\n            [\n              -79.75,\n              33.5\n            ],\n            [\n              -80.1667,\n              33.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6866ea","contributors":{"authors":[{"text":"Patterson, G. G.","contributorId":40242,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200890,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29795,"text":"wri834144 - 1983 - Availability of water from the Outwash Aquifer, Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri834144","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4144","title":"Availability of water from the Outwash Aquifer, Marion County, Indiana","docAbstract":"The outwash aquifer in Marion County, Indiana is a continuous, unconfined sand and gravel deposit containing isolated boulder, till, silt, and clay deposits along the White River, Fall Creek, and Eagle Creek. Flow in the aquifer is from the boundaries of the aquifer with the Tipton till plain toward the streams and major pumping centers in the aquifer. A two-dimensional, finite-difference model of the outwash aquifer was calibrated to water levels of October 6 to 10, 1980 and used to estimate availability of water in the aquifer. A drawdown limit of 50-percent saturated thickness applied to 78 simulated-pumping wells assumed to be 1 foot in diameter produced 97 cubic feet per second from the outwash aquifer. Streamflow reductions caused by 97 cubic feet per second simulated pumpage and constant-flux boundaries were estimated to be 85 cubic feet per second in the White River and 12 cubic feet per second in Fall Creek. In comparison, the 7-day, 10-year low flows were 83 cubic feet per second in the White River near Nora and 23 cubic feet per second in Fall Creek at Millersville. Simulated pumpage of 115 cubic feet per second and constant-flux boundaries produced streamflow reductions of 101 cubic feet per second on the White River and 13 cubic feet per second on Fall Creek. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834144","usgsCitation":"Smith, B., 1983, Availability of water from the Outwash Aquifer, Marion County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 83-4144, v, 75 :ill., maps ;28 cm., https://doi.org/10.3133/wri834144.","productDescription":"v, 75 :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123420,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4144/report-thumb.jpg"},{"id":58600,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4144/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d73d","contributors":{"authors":[{"text":"Smith, B.S.","contributorId":7730,"corporation":false,"usgs":true,"family":"Smith","given":"B.S.","email":"","affiliations":[],"preferred":false,"id":202140,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29771,"text":"wri824020 - 1983 - Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania","interactions":[],"lastModifiedDate":"2024-01-09T23:14:53.562485","indexId":"wri824020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4020","title":"Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania","docAbstract":"Rapid suburban development occurred in Warminster Township and the surrounding area after World War II, resulting in a large population dependent on ground water. In 1980, approximately 2.7 billion gallons of ground water was pumped by public water suppliers and government facilities. Pumping wells can cause drawdown as far as 2,500 feet undip, downdip, or along strike even if the wells do not penetrate the same strata. Pumping wells have lowered base flow; a stream-gain-and-loss study showed that water lost from Little Neshaminy Creek was about 60 percent of the water pumped from wells near the stream. Net ground-water infiltration to sewers was about 830 million gallons in 1979, a wet year, and about 250 million gallons in 1980, a dry year. Estimated water budgets for 1979 and 1980 indicate evapotranspiration can range from 20 to 26 inches per year (1.0 to 1.2 million gallons per day per square mile) and recharge can range from 8 to 18 inches per year (0.4 to 0.9 million gallons per day per square mile). In a year with average precipitation (45 inches or 2.1 million gallons per day per square mile), evapotranspiration is about 24 inches (1.1 million gallons per day per square mile). Ground-water development in the area influenced by pumping is at its practical limit for years of average recharge, but as much as 1.1 million gallons per day of additional water may be obtained by drilling and pumping wells in areas of Warminster Township not affected by pumping.\r\n\r\n      The concentration of most dissolved constituents increased in water from seven wells, sampled at the onset of urbanization in 1953 and 1956 and again in 1979. Ground-water contamination by volatile organic compounds, especially trichloroethylene and tetrachloroethylene, has made water from some wells unsuitable for public supply. The concentration of lead in 26 samples of ground water ranged from 0 to 55 micrograms per liter, with a median of 17 micrograms per liter; this is above the reported national median and the median in nearby Chester County. High concentrations of sulfate and dissolved solids in ground water are probably caused by restricted gournd-water circulation and may be reduced by long-term pumping, which flushes the aquifer. Effluent from sewage treatment plants has degraded the quality of low streamflow.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824020","usgsCitation":"Sloto, R., and Davis, D., 1983, Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-4020, vi, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824020.","productDescription":"vi, 78 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":424248,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35548.htm","linkFileType":{"id":5,"text":"html"}},{"id":58571,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124906,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4020/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","county":"Bucks County","otherGeospatial":"Warminster Township","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -75.183,\n              40.25\n            ],\n            [\n              -75.183,\n              40.158\n            ],\n            [\n              -75,\n              40.158\n            ],\n            [\n              -75,\n              40.25\n            ],\n            [\n              -75.183,\n              40.25\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625428","contributors":{"authors":[{"text":"Sloto, R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202094,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, D.K.","contributorId":107324,"corporation":false,"usgs":true,"family":"Davis","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":202095,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29764,"text":"wri834151 - 1983 - Water resources of the Fort Union coal region, east-central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4151","title":"Water resources of the Fort Union coal region, east-central Montana","docAbstract":"The shallow ground-water system in the Fort Union coal region overlies the Upper Cretaceous Bearpaw Shale. It includes the Upper Cretaceous Fox Hills Sandstone and the overlying Hell Creek Formation, Paleocene Fort Union Formation, and Pleistocene and Holocene glacial deposits, terrace deposits, and alluvium. Two general flow patterns are present in aquifers above the Hell Creek Formation and a third may occur in the Fox Hills-lower Hell Creek aquifer. Recharge to the shallow ground-water system from direct infiltration of snowmelt and rainfall is about 50 ,000 acre-ft/yr. Discharge from the system is to perennial streams (about 5,000 acre-ft/yr to the Redwater River), withdrawal by wells (about 2,000 acre-ft/yr for livestock use and 2,500 acre-ft/yr for domestic use), and 34 to 45 in./yr to evapotranspiration. Primary constituents in water above the Hell Creek Formation are sodium, bicarbonate, and sulfate, and dissolved-solids concentrations are about 1,800 mg/L; water below a depth of about 200 feet contains more sodium and bicarbonate. Water in the Fox Hills-lower Hell Creek aquifer has an average dissolved-solids concentration of 1,180 mg/L. Flows in most streams have large seasonal variations, with the largest flows occurring in the spring as a result of snowmelt and rainfall. Dissolved-solids concentrations of streams generally are largest during low flow and smallest during high flow. Concentrations ranged from 160 to 6,960 mg/L in small streams and from 400 to 600 mg/L in the Missouri and Yellowstone Rivers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834151","usgsCitation":"Slagle, S., 1983, Water resources of the Fort Union coal region, east-central Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4151, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834151.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4151/report-thumb.jpg"},{"id":58561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4151/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58562,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db545d29","contributors":{"authors":[{"text":"Slagle, S.E.","contributorId":25602,"corporation":false,"usgs":true,"family":"Slagle","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":202080,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29754,"text":"wri834202 - 1983 - Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4202","title":"Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma","docAbstract":"Water quality was investigated from October 1980 to May 1983 in an area of abandoned coal mines in Haskell county, Oklahoma. Bedrock in the area is shale, siltstone, sandstone, and the McAlester (Stigler) and Hartshorne coals of the McAlester Formation and Hartshorne Sandstone of Pennsylvanian age. The two coal beds, upper and lower Hartshorne, associated with the Hartshorne Sandstone converge or are separated by a few feet or less of bony coal or shale in the McCurtain area. Many small faults cut the Hartshorne coal in all the McCurtain-area mines. The main avenues of water entry to and movement through the bedrock are the exposed bedding-plane openings between layers of sandstone, partings between laminae of shale, fractures and joints developed during folding and faulting laminae of shale, fractures and joints developed during folding and faulting of the brittle rocks, and openings caused by surface mining--the overburden being shattered and broken to form spoil. Water-table conditions exist in bedrock and spoil in the area. Mine pond water is in direct hydraulic connections with water in the spoil piles and the underlying Hartshorne Sandstone.\r\nSulfate is the best indicator of the presence of coal-mine drainage in both surface and ground water in the Oklahoma coal field. Median sulfate concentrations for four sites on Mule Creek ranged from 26 to 260 milligrams per liter. Median sulfate concentrations increased with increased drainage from unreclaimed mined areas. The median sulfate concentration in Mule Creek where it drains the reclaimed area is less than one-third of that at the next site downstream where the stream begins to drain abandoned (unreclaimed) mine lands.\r\n\r\nWater from Mule Creek predominantly is a sodium sulfate type. Maximum and median values for specific conductance and concentrations of calcium, magnesium, sodium, sulfate, chloride, dissolved solids, and alkalinity increase as Mule Creek flows downstream and drains increasing areas of abandoned (unreclaimed) mining lands. Constituent concentrations in Mule Creek, except those for dissolved solids, iron, manganese, and sulfate, generally do not exceed drinking-water limits. Reclamation likely would result in decreased concentrations of dissolved solids, calcium, magnesium, sodium, sulfate, and alkalinity in Mule Creek in the vicinity of the reclaimed area.\r\n\r\nGround water in the area is moderately hard to very hard alkaline water with a median pH of 7.2 to 7.6. It predominately is a sodium sulfate type and, except for dissolved solids, iron manganese, and sulfate, constituent concentrations generally do not exceed drinking-water limits. Ground-water quality would likely be unchanged by reclamation.\r\n\r\nThe quality of water in the two mine ponds is quite similar to that of the shallow ground water in the area. Constituents in water from both ponds generally do not exceed drinking-water limits and the water quality is unlikely to be changed by reclamation in the area.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834202","usgsCitation":"Slack, L.J., 1983, Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4202, v, 117 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834202.","productDescription":"v, 117 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124782,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4202/report-thumb.jpg"},{"id":58548,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4202/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e2ef3","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30048,"text":"wri824125 - 1983 - Mudflow hazards along the Toutle and Cowlitz Rivers from a hypothetical failure of Spirit Lake blockage","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri824125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4125","title":"Mudflow hazards along the Toutle and Cowlitz Rivers from a hypothetical failure of Spirit Lake blockage","docAbstract":"The debris avalanche accompanying the May 18, 1980, eruption of Mount St. Helens, in southwestern Washington, buried the former outlet of Spirit Lake, located 5 miles north of the volcano, to a depth ranging to 500 feet. Since that time, Spirit Lake has had no natural outlet and its lake level and contents have increased significantly. Erosion at the crest of the debris dam on the surface of the blockage and recent studies of theblockage stratigraphy and soil properties showing that the effective crest elevation is lower than the surface crest have led to concern that the lake may someday breach through or spill over the top of the blockage. A study was made by the U.S. Geological Survey to determine the extent of inundation that might result downstream in the Toutle and Cowlitz Rivers if a hypothetical breach should occur and generate a mudflow flood of catastrophic proportions. A hypothetical breach of Spirit Lake produced a hypothetical mudflow hydrograph with a peak discharge of 2.65 million cu ft/s and a sediment concentration of 65 percent by volume at Camp Baker on the North Fork Toutle River. Elevations determined by the hydraulic routing of the mudflow were used to prepare inundation maps, indicating depths of inundation to be about 60 feet at Castle Rock and Lexington; 30-40 feet at Toutle, Toutle Lake at Silver Lake, Kelson, and Longview; and 15-20 feet at Toledo. Travel times for the peak elevation were estimated to be about 15 hours to Kid Valley on the North Fork Toutle River, 21 hours to Castle Rock, 22 hours to Toledo, and 23 hours to Kelso and Longview on the Cowlitz River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824125","usgsCitation":"Swift, C., and Kresch, D., 1983, Mudflow hazards along the Toutle and Cowlitz Rivers from a hypothetical failure of Spirit Lake blockage: U.S. Geological Survey Water-Resources Investigations Report 82-4125, v, 15 p. :maps ;28 cm., https://doi.org/10.3133/wri824125.","productDescription":"v, 15 p. :maps ;28 cm.","costCenters":[],"links":[{"id":123441,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4125/report-thumb.jpg"},{"id":58847,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58848,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58849,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58850,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58851,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58852,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58853,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58854,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58855,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58856,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4125/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b484e","contributors":{"authors":[{"text":"Swift, C.H.","contributorId":61821,"corporation":false,"usgs":true,"family":"Swift","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":202593,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kresch, D. L.","contributorId":52559,"corporation":false,"usgs":true,"family":"Kresch","given":"D. L.","affiliations":[],"preferred":false,"id":202592,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29960,"text":"wri834180 - 1983 - Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2025-01-13T20:35:29.807192","indexId":"wri834180","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4180","title":"Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834180","usgsCitation":"Stewart, J.W., Duerr, A.D., and Fernandez, M., 1983, Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4180, viii, 112 p., https://doi.org/10.3133/wri834180.","productDescription":"viii, 112 p.","costCenters":[],"links":[{"id":58778,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4180/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466154,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35829.htm","text":"Eureka Springs landfill","linkFileType":{"id":5,"text":"html"}},{"id":121874,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4180/report-thumb.jpg"},{"id":466155,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35830.htm","text":"Rocky Creek landfill","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","county":"Hillsborough 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,{"id":30084,"text":"wri834036 - 1983 - Ground-water potential of the Leadville limestone on the White River Uplift in Garfield and Rio Blanco counties, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri834036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4036","title":"Ground-water potential of the Leadville limestone on the White River Uplift in Garfield and Rio Blanco counties, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834036","usgsCitation":"Teller, R., and Welder, F., 1983, Ground-water potential of the Leadville limestone on the White River Uplift in Garfield and Rio Blanco counties, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4036, iv, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834036.","productDescription":"iv, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4036/report-thumb.jpg"},{"id":58895,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4036/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58896,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4036/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58897,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698086","contributors":{"authors":[{"text":"Teller, R.W.","contributorId":16021,"corporation":false,"usgs":true,"family":"Teller","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":202646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welder, F.A.","contributorId":104878,"corporation":false,"usgs":true,"family":"Welder","given":"F.A.","email":"","affiliations":[],"preferred":false,"id":202647,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28741,"text":"wri824071 - 1983 - Selected hydrologic characteristics of the South Platte River in the vicinity of the proposed Narrows Reservoir near Fort Morgan, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri824071","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4071","title":"Selected hydrologic characteristics of the South Platte River in the vicinity of the proposed Narrows Reservoir near Fort Morgan, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824071","usgsCitation":"Minges, D., 1983, Selected hydrologic characteristics of the South Platte River in the vicinity of the proposed Narrows Reservoir near Fort Morgan, Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4071, iv, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824071.","productDescription":"iv, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4071/report-thumb.jpg"},{"id":57593,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8c07","contributors":{"authors":[{"text":"Minges, D.R.","contributorId":31387,"corporation":false,"usgs":true,"family":"Minges","given":"D.R.","affiliations":[],"preferred":false,"id":200321,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28771,"text":"wri834018 - 1983 - Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4018","title":"Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine","docAbstract":"The Little Androscoggin River valley aquifer, a 15-square-mile sand and gravel valley-fill aquifer in southwestern Maine, is the source of water for the towns of Norway, Oxford, and South Paris. Estimated inflows to the aquifer during the 1981 water year were 16.4 cubic feet per second from precipitation directly on the aquifer, 11.2 cubic feet per second from till covered uplands adjacent to the aquifer, and 1.4 cubic feet per second from surface-water leakage. Outflows from the aquifer were 26.7 cubic feet per second to surface water and 2.3 cubic feet per second to wells. A finite-difference ground-water flow model was used to simulate conditions observed in the aquifer during 1981. Model conditions observed in the aquifer during 1981. Model simulations indicate that a 50 percent reduction of average 1981 recharge to the aquifer would cause water level declines of up to 20 feet in some areas. Model simulations of increased pumping at a high yield well in the northern part of the aquifer indicate that resulting changes in the water table will not be sufficient to intercept groundwater contaminated by a sludge disposal site. Water in the aquifer is low in dissolved solids (average for 38 samples was 67 mg/L), slightly acidic and soft. Ground-water contamination has occurred near a sludge-disposal site and in the vicinity of a sanitary landfill. Dissolved solids in ground water near the sludge disposal site were as much as ten times greater than average background values for the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834018","usgsCitation":"Morrissey, D.J., 1983, Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine: U.S. Geological Survey Water-Resources Investigations Report 83-4018, viii, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834018.","productDescription":"viii, 87 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4018/report-thumb.jpg"},{"id":57638,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57639,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57640,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57641,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57642,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57643,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57644,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57645,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57646,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a40b","contributors":{"authors":[{"text":"Morrissey, D. J.","contributorId":51305,"corporation":false,"usgs":true,"family":"Morrissey","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200369,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29032,"text":"wri834062 - 1983 - Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4062","title":"Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","docAbstract":"Water-quality data were collected from 92 wells in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho. Current data were compiled with pre-1980 data from 116 wells to define water-quality conditions in major aquifers. Factors affecting water quality are composition of aquifer materials, water temperature, and source of recharge. Mixing of water by interaquifer flow, from confined, hot water aquifers (40 degrees Celsius or greater) with water from cold water aquifers (less than 20 degrees Celsius) occurs along regional complex fault systems, and through partially cased boreholes. Cold water generally contains calcium, magnesium, and bicarbonate plus carbonate ions; hot water generally contains sodium, potassium, and bicarbonate plus carbonate ions. Warm water (between 20 degrees and 40 degrees Celsius) has an intermediate chemical composition resulting from mixing. Ground-water quality is acceptable for most uses, although it locally contains chemical constituents or physical properties that may restrict its use. Effects of thermal water used for irrigation on quality of shallow ground water are inconclusive. Long-term increase in concentrations of several constituents in parts of the study area may be due to effects of land- and water-use activities, such as infiltration of septic-tank effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834062","usgsCitation":"Parliman, D., 1983, Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho: U.S. Geological Survey Water-Resources Investigations Report 83-4062, ix, 94 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834062.","productDescription":"ix, 94 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4062/report-thumb.jpg"},{"id":57893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db6557df","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200828,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30110,"text":"wri834129 - 1983 - Methods for estimating peak discharge and flood boundaries of streams in Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4129","title":"Methods for estimating peak discharge and flood boundaries of streams in Utah","docAbstract":"Equations for estimating 2-, 5-, 10-, 25-, 50-, and 100-year peak discharges and flood depths at ungaged sites in Utah were developed using multiple-regression techniques. Ratios of 500- to 100-year values also were determined. The peak discharge equations are applicable to unregulated streams and the flood depth equations are applicable to the unregulated flow in natural stream channels. The flood depth data can be used to approximate flood prone areas. Drainage area and mean basin elevation are the two basin characteristics needed to use these equations. The standard error of estimate ranges from 38% to 74% for the 100-year peak discharge and from 23% to 33% for the 100-year flood depth. Five different flood mapping methods are described. Streams are classified into four categories as a basis for selecting a flood mapping method. Procedures for transferring flood depths obtained from the regression equations to a flood boundary map are outlined. Also, previous detailed flood mapping by government agencies and consultants is summarized to assist the user in quality control and to minimize duplication of effort. Methods are described for transferring flood frequency data from gaged to ungaged sites on the same stream. Peak discharge and flood depth frequency relations and selected basin characteristics data, updated through the 1980 water year, are tabulated for more than 300 gaging stations in Utah and adjoining states. In addition, weighted estimates of peak discharge relations based on the station data and the regression estimates are provided for each gaging station used in the regression analysis. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834129","usgsCitation":"Thomas, B.E., and Lindskov, K., 1983, Methods for estimating peak discharge and flood boundaries of streams in Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4129, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834129.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4129/report-thumb.jpg"},{"id":58925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a434","contributors":{"authors":[{"text":"Thomas, B. E.","contributorId":90767,"corporation":false,"usgs":true,"family":"Thomas","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202693,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":202694,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29678,"text":"wri834212 - 1983 - Reconnaissance study of stream sedimentation, southern Guam","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri834212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4212","title":"Reconnaissance study of stream sedimentation, southern Guam","docAbstract":"This study uses limited available data to estimate sediment yields for three basins in southern Guam. The flow-duration sediment-rating curve method, reservoir survey data, and Pacific southwest Inter-Agency Committee (PSIAC) formula were used. Daily suspended-sediment samples were collected at USGS gaging stations on the Ylig and Ugum Rivers for one year. Intermittent samples were collected from the Talofofo River for six months. Although limited, these data are used in the flow-duration sediment-rating-curve method to estimate mean suspended-sediment yields. Fena Reservoir sedimentation data are used to test the applicability of the PSIAC formula in the three basins. Estimates of suspended-sediment yields are 467 to 845, 678 to 977, and 634 to 855 tons per year per square mile for the Talofofo, Ylig, and Ugum basins, respectively. PSIAC estimates of total sediment yield are 1,200 tons/yr/mi2 for the Talofofo, 1,385 tons/yr/mi2 for the Ylig, and 1,210 tons/yr/mi2 for the Ugum basins. These values are comparable to estimates of sediment yields from several similar basins on Oahu, Hawaii. It appears that the PSIAC method can be a useful tool in estimating sediment yields in some tropical areas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834212","usgsCitation":"Shade, P., 1983, Reconnaissance study of stream sedimentation, southern Guam: U.S. Geological Survey Water-Resources Investigations Report 83-4212, vi, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834212.","productDescription":"vi, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160425,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4212/report-thumb.jpg"},{"id":58506,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e75f","contributors":{"authors":[{"text":"Shade, P.J.","contributorId":36599,"corporation":false,"usgs":true,"family":"Shade","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":201942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30142,"text":"wri834171 - 1983 - Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri834171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4171","title":"Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834171","usgsCitation":"Thordarson, W., 1983, Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4171, vi, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834171.","productDescription":"vi, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4171/report-thumb.jpg"},{"id":58954,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f36","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":202754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29987,"text":"wri834106 - 1983 - Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","interactions":[],"lastModifiedDate":"2022-01-28T12:33:49.391345","indexId":"wri834106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4106","title":"Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","docAbstract":"<p>The base flow component of streamflow was separated from hydrographs for unregulated streams in the Cretaceous and Tertiary clastic outcrop area of South Carolina, Georgia, Alabama, and Mississippi. The base flow values are used in estimating recharge to the sand aquifer. Relations developed between mean annual base flow and stream discharge at the 60- and 65-percent streamflow duration point can be used to approximate mean annual base flow in lieu of hydrograph separation methods for base flows above 10 cu ft/s. Base flow recession curves were used to derive estimates of hydraulic diffusivity of the aquifer which was converted to transmissivity using estimated specific yield. These base-flow-derived transmissivities are in general agreement with transmissivities derived from well data. The shape of flow duration curves of streams is affected by the lithology of the Coastal Plain sediments. Steep flow duration curves appear to be associated with basins underlain by clay or chalk where a low percentage of the discharge is base flow while flatter curves appear to be associated with basins underlain by sand and gravel where a high percentage of the discharge is base flow.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834106","usgsCitation":"Stricker, V., 1983, Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 83-4106, iv, 17 p., https://doi.org/10.3133/wri834106.","productDescription":"iv, 17 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395018,"rank":4,"type":{"id":36,"text":"NGMDB Index 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,{"id":29615,"text":"wri834206 - 1983 - Trends in polychlorinated biphenyl concentrations in Hudson River water five years after elimination of point sources","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4206","title":"Trends in polychlorinated biphenyl concentrations in Hudson River water five years after elimination of point sources","docAbstract":"Industrial discharge of polychlorinated biphenyls (PCBs) to the Hudson River from 1950 to the mid-1970 's has resulted in serious degradation of the water. Contaminated river-bottom sediments continue to contribute PCBs to the river water. Concentrations in the sediment range from several hundred micrograms per gram near the outfall to less than 10 micrograms per gram in the lower estuary. PCBs are supplied by bottom sediments to the overlying water by two mechanisms--desorption and resuspension. Because desorption is a relatively constant process, concentrations of PCBs decrease as water discharge increases. At high flow, however, scouring by turbulence causes resuspension of PCB-laden sediment. Transport rates indicate that most PCBs enter the water from the most contaminated sediments, which are within 20 kilometers of the outfall. Mean daily transport from the upper river (except during high discharges) has decreased from 10 kilograms in 1976 to 5 kilograms in the late 1970 's and to 1 kilogram in 1981. This decrease probably results from the burial of highly contaminated sediments by cleaner sediments originating upstream. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834206","usgsCitation":"Schroeder, R.A., and Barnes, C., 1983, Trends in polychlorinated biphenyl concentrations in Hudson River water five years after elimination of point sources: U.S. Geological Survey Water-Resources Investigations Report 83-4206, v, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834206.","productDescription":"v, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4206/report-thumb.jpg"},{"id":58439,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6969fe","contributors":{"authors":[{"text":"Schroeder, R. A.","contributorId":15554,"corporation":false,"usgs":true,"family":"Schroeder","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, C.R.","contributorId":85625,"corporation":false,"usgs":true,"family":"Barnes","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":201820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29611,"text":"wri834188 - 1983 - Polychlorinated biphenyl concentrations in Hudson River water and treated drinking water at Waterford, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri834188","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4188","title":"Polychlorinated biphenyl concentrations in Hudson River water and treated drinking water at Waterford, New York","docAbstract":"Past discharge of PCBs into the Hudson River has resulted in contaminant concentrations of a few tenths of a microgram per liter in the water. Waterford is one of two large municipal users of the Hudson River for drinking-water supply. The treatment scheme at the Waterford plant, which processes approximately 1 million gallons per day, is similar to that of most conventional treatment plants except for the addition of powdered activated carbon during flocculation. Comparison of PCB concentrations in river water and intake water at the plant to concentrations in treated drinking-water samples indicates that purification processes remove 80 to 90 percent of the PCBs and that final concentrations seldom exceed 0.1 microgram per liter. No significant difference was noted between the removal efficiencies during periods of high river discharge, when PCBs are associated with suspended sediment, and low discharge, when PCBs are generally dissolved. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834188","usgsCitation":"Schroeder, R.A., and Barnes, C., 1983, Polychlorinated biphenyl concentrations in Hudson River water and treated drinking water at Waterford, New York: U.S. Geological Survey Water-Resources Investigations Report 83-4188, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834188.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122756,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4188/report-thumb.jpg"},{"id":58434,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4188/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68446b","contributors":{"authors":[{"text":"Schroeder, R. A.","contributorId":15554,"corporation":false,"usgs":true,"family":"Schroeder","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201811,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, C.R.","contributorId":85625,"corporation":false,"usgs":true,"family":"Barnes","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":201812,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30169,"text":"wri824116 - 1983 - Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri824116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4116","title":"Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont","docAbstract":"Six hydroelectric power dams are planned along a 22-mile reach of the lower Black River in southeastern Windsor County, Vermont. Data were collected at 10 stations, during water years 1977-81, to appraise quality conditions before construction. Average specific conductance of Black River is 101 micromhos indicating low concentrations of dissolved solids. Concentrations of common constituents and minor elements were generally low and within safe levels for aquatic life. Near-saturated dissolved oxygen concentrations and relatively low mean total organic carbon concentrations indicate little oxygen-consuming substances in Black River. Mean total nitrogen concentrations ranged from 0.31 mg/L (milligrams per liter) to 0.61 mg/L. The highest concentrations were most likely due to secondary waste discharges entering the river. Nitrate was the primary form of inorganic nitrogen, mean concentrations ranged from 0.13 to 0.27 mg/L. Concentrations seem high enough to promote excessive algal growth in the proposed Hawks Mountain Reservoir. Mean concentrations of total phosphorus ranged from 0.014 to 0.112 mg/L as P. Maximum concentrations at all stations generally exceeded U.S. Environmental Protection Agency suggested levels for water entering lakes and reservoirs. Mean orthophosphorus concentrations ranged from 0.005 to 0.029 mg/L, suggesting a potential for nuisance algal conditions to develop in the proposed reservoir. Mean algal growth potential concentrations ranged from 1.3 to 8.8 mg/L, falling within the moderately high to high productivity range. No pesticides and polychlorinated biphenyls were detected. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824116","usgsCitation":"Toppin, K., 1983, Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont: U.S. Geological Survey Water-Resources Investigations Report 82-4116, 61 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824116.","productDescription":"61 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4116/report-thumb.jpg"},{"id":58970,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a305","contributors":{"authors":[{"text":"Toppin, K. W.","contributorId":35776,"corporation":false,"usgs":true,"family":"Toppin","given":"K. W.","affiliations":[],"preferred":false,"id":202800,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29579,"text":"wri834105 - 1983 - U.S. Geological Survey research in radioactive waste disposal; fiscal year 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4105","title":"U.S. Geological Survey research in radioactive waste disposal; fiscal year 1981","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834105","usgsCitation":"Schneider, R., and Trask, N., 1983, U.S. Geological Survey research in radioactive waste disposal; fiscal year 1981: U.S. Geological Survey Water-Resources Investigations Report 83-4105, vi, 128 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834105.","productDescription":"vi, 128 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160048,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4105/report-thumb.jpg"},{"id":58407,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db6120da","contributors":{"authors":[{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":201757,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trask, N.J.","contributorId":31729,"corporation":false,"usgs":true,"family":"Trask","given":"N.J.","email":"","affiliations":[],"preferred":false,"id":201756,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}