{"pageNumber":"500","pageRowStart":"12475","pageSize":"25","recordCount":16447,"records":[{"id":12377,"text":"ofr87111 - 1987 - Water resources activities of the USGS, 1987","interactions":[],"lastModifiedDate":"2018-01-09T13:22:41","indexId":"ofr87111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-111","title":"Water resources activities of the USGS, 1987","docAbstract":"<p>Effective management of water resources requires an understanding of hydrologic systems and the factors that determine the distribution, availability, and quality of water. Within the Federal Government, the U.S. Geological Survey has the principal responsibility for providing hydrologic information and for appraising the Nation's water resources. The water resources activities of the U.S. Geological Survey are diverse, ranging from research investigations of specific aspects of the hydrologic cycle to large programs of regional water-resources investigations, such as the Regional Aquifer System Analyses.</p><p>This report describes the U.S. Geological Survey's water resources activities. Some activities, such as the acid rain program, are mandated by line items in the Survey's fiscal year 1987 budget. Others, such as floods, sediment, and snow and ice, are topics of general interest to the water resources community. Still others are related to current water issues, such as nonpoint sources of pollution, the irrigation drainage problem of the western San Joaquin Valley, and national ground-water protection.</p><p>In many cases, there is considerable overlap in the topical descrip-tions. The Survey's water resources research program, for example, conducts investigations that are applicable to virtually all of the activities listed in this book. Similarly, projects in the Federal-State Cooperative Program cover multiple aspects of water resources. For these reasons, the sums associated with funding for each of the activities listed exceeds by a considerable amount the Survey's budget for water resources activities.</p><p>The report first describes the water-resources mission of the U.S. Geological Survey and discusses the principal sources of funds that support the activities. The remainder of the report consists of descriptions of 39 of the most significant water resources activities. An index appears at the end of the report.</p><p>Each description of a significant water activity has the following parts:</p><ul><li>Introduction--the problem or issue addressed by the activity and a statement of purpose.<br></li><li>Activities--examples of investigations underway.<br></li><li>Recent accomplishments--examples of findings or achievements.<br></li><li>Funding--an indication of the size of the program in terms of funding. Where possible, the funding of activities is given by source for fiscal years 1983 to 1987.<br></li></ul>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87111","usgsCitation":"1987, Water resources activities of the USGS, 1987: U.S. Geological Survey Open-File Report 87-111, 78 p., https://doi.org/10.3133/ofr87111.","productDescription":"78 p.","numberOfPages":"85","costCenters":[],"links":[{"id":145513,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9428","contributors":{"editors":[{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":725465,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Cardin, C. William","contributorId":107681,"corporation":false,"usgs":true,"family":"Cardin","given":"C. William","affiliations":[],"preferred":false,"id":725466,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}}
,{"id":12113,"text":"ofr8588 - 1987 - Hydrology of Area 43, northern Great Plains and Rocky Mountain coal provinces","interactions":[],"lastModifiedDate":"2022-07-21T18:17:51.329725","indexId":"ofr8588","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-88","title":"Hydrology of Area 43, northern Great Plains and Rocky Mountain coal provinces","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8588","usgsCitation":"Lambing, J.H., 1987, Hydrology of Area 43, northern Great Plains and Rocky Mountain coal provinces: U.S. Geological Survey Open-File Report 85-88, v, 95 p., https://doi.org/10.3133/ofr8588.","productDescription":"v, 95 p.","costCenters":[],"links":[{"id":404270,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16719.htm","linkFileType":{"id":5,"text":"html"}},{"id":144781,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0088/report-thumb.jpg"},{"id":95060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","otherGeospatial":"Area 43","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108,\n              46.5\n            ],\n            [\n              -112.25,\n              46.5\n            ],\n            [\n              -112.25,\n              48\n            ],\n            [\n              -108,\n              48\n            ],\n            [\n              -108,\n              46.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60476e","contributors":{"authors":[{"text":"Lambing, John H.","contributorId":64272,"corporation":false,"usgs":true,"family":"Lambing","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":165121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29745,"text":"wri824010 - 1987 - Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri824010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"82-4010","title":"Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington","docAbstract":"A groundwater flow model was constructed for the Toppenish Creek basin aquifer system in eastern Washington. Flow was simulated in three aquifer units: (1) the confined old valley fill and shallow basalt (unit 2); (2) the underlying primary basalt (unit 3); and (3) the deep basalt (unit 4). Water levels in the overlying unconfined alluvial aquifer (unit 1) were held fixed. Calibrated transmissivities ranged from 0.01 to 0.48 foot squared per second. Calibrated storage coefficients were 0.0004 to 0.006. The confining-bed leakance ranged from 2.0 x 10 to the minus 11th power to 2.5 x 10 to the minus 10th power feet per second per foot. Under steady-state conditions (1954) annual natural recharge was about 29,000 acre-ft underflow from adjacent basins. Annual pumpage increased from less than 500 acre-ft in 1954 to an average of 19,600 acre-ft for 1971 and 1972. Pumpage caused simulated declines in unit 3 of up to 95 ft for 1955-72. Projected annual declines from 1973-77 using 1971-72 pumpage were about 0.5-1.5 ft in unit 2 and 0.2-1.5 ft in unit 3. The corresponding declines from 1978-82 were 0.2-1.2 ft and 0.2-0.8 ft, respectively. Using 1971-72 pumpage plus 12 ,400 acre-ft per year from unit 3, the calculated annual declines from 1978-82 were 1-36 ft in unit 2 and 4-20 ft in unit 3. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824010","usgsCitation":"Skrivan, J., 1987, Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 82-4010, vi, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824010.","productDescription":"vi, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4010/report-thumb.jpg"},{"id":58544,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db6986b6","contributors":{"authors":[{"text":"Skrivan, J.A.","contributorId":107743,"corporation":false,"usgs":true,"family":"Skrivan","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":202047,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12346,"text":"ofr87109 - 1987 - U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","interactions":[{"subject":{"id":70175478,"text":"ofr87109C - 1987 - Movement and fate of crude-oil in contaminants in the subsurface environment at Bemidji, Minnesota: Chapter C in <i>U.S. Geological Survey program on toxic waste--ground-water contamination: Proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987</i>","indexId":"ofr87109C","publicationYear":"1987","noYear":false,"chapter":"C","title":"Movement and fate of crude-oil in contaminants in the subsurface environment at Bemidji, Minnesota: Chapter C in <i>U.S. Geological Survey program on toxic waste--ground-water contamination: Proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987</i>"},"predicate":"IS_PART_OF","object":{"id":12346,"text":"ofr87109 - 1987 - U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","indexId":"ofr87109","publicationYear":"1987","noYear":false,"title":"U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987"},"id":1}],"lastModifiedDate":"2016-04-18T11:25:50","indexId":"ofr87109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-109","title":"U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","docAbstract":"<p>Problems of ground-water contamination from leaking surface impoundments are common in surficial aquifers, and are a subject of increasing concern and attention. A potentially widespread contamination problem involves organic chemicals used in wood-preserving processes. Creosote is the most extensively used industrial preservative in the United States today, with more than 400 wood-preserving plants in the United States collectively using 4.5x10<sup>9</sup> kg (kilograms) of creosote per year (von Rumker and others, 1975). It is estimated that creosote contains more than 200 major individual compounds with differing molecular weights, polarities, and functionalities, along with dispersed solids and products of polymerization (Novotny and others, 1981). Analyses of creosote consist of approximately 85 percent by weight polynuclear aromatic hydrocarbons, 12 percent phenolic compounds, and 3 percent heterocyclic compounds containing nitrogen, sulfur, and oxygen.</p>\n<p>Because of the widespread distribution of creosote in the environment, an abandoned wood-treatment plant in Pensacola, Fla., was selected by the U.S. Geological Survey Office of Hazardous Waste Hydrology as one of three national research demonstration areas in order to increase our understanding of hydrologic processes affecting the distributions of contaminants in ground water. The site was selected because of its long, uninterrupted history (1902 81) of discharging wastewaters to unlined surface impoundments, availability of a preliminary data base (Troutman and others, 1984), and the high probability of useful technology transfer from an investigation of the fate of organic compounds associated with wood-preserving wastewaters in the subsurface environment.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/ofr87109","usgsCitation":"1987, U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987: U.S. Geological Survey Open-File Report 87-109, 1 v. 213 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87109.","productDescription":"1 v. 213 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":40584,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0109/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db61230e","contributors":{"editors":[{"text":"Franks, Bernard J.","contributorId":106088,"corporation":false,"usgs":true,"family":"Franks","given":"Bernard","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":626884,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":29206,"text":"wri864017 - 1987 - Hydrologic monitoring of selected streams in coal fields of central and southern Utah — Summary of data collected, August 1978-September 1984","interactions":[],"lastModifiedDate":"2025-01-13T19:40:23.306101","indexId":"wri864017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4017","title":"Hydrologic monitoring of selected streams in coal fields of central and southern Utah — Summary of data collected, August 1978-September 1984","docAbstract":"The U.S. Geological Survey conducted a coal-hydrology monitoring program in coal-field areas of central and southern Utah during August 1978-September 1984 to determine possible hydrologic impacts of future mining and to provide a better understanding of the hydrologic systems of the coal resource areas monitored. Data were collected at 19 gaging stations--18 stations in the Price, San Rafael, and Dirty Devil River basins, and 1 in the Kanab Creek Basin. Streamflow data were collected continuously at 11 stations and seasonally at 5 stations. At the other three stations streamflow data were collected continuously during the 1979 water year and then seasonally for the rest of their periods of record. Types of data collected at each station included quantity and quality of streamflow; suspended sediment concentrations; and descriptions of stream bottom sediments, benthic invertebrate, and phytoplankton samples. Also, base flow measurements were made annually upstream from 12 of the gaging stations. Stream bottom sediment sampled at nearly all the monitoring sites contained small to moderate quantities of coal, which may be attributed chiefly to pre-monitoring mining. Streamflow sampled at several sites contained large concentrations of sulfate and dissolved solids. Also, concentrations of various trace elements at 10 stations, and phenols at 18 stations, exceeded the criteria of the EPA for drinking water. This may be attributed to contemporary (water years 1979-84) mine drainage activities. The data collected during the complete water years (1979-84) of monitoring do provide a better understanding of the hydrologic systems of the coal field areas monitored. The data also provide a definite base by which to evaluate hydrologic impacts of continued or increased coal mining in those areas. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864017","usgsCitation":"Price, D., and Plantz, G., 1987, Hydrologic monitoring of selected streams in coal fields of central and southern Utah — Summary of data collected, August 1978-September 1984: U.S. Geological Survey Water-Resources Investigations Report 86-4017, Report: vii, 102 p.; 1 Plate: 22.28 × 23.43 inches, https://doi.org/10.3133/wri864017.","productDescription":"Report: vii, 102 p.; 1 Plate: 22.28 × 23.43 inches","costCenters":[],"links":[{"id":394077,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36487.htm"},{"id":58066,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124282,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4017/report-thumb.jpg"},{"id":58065,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4017/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.577,\n              37.198\n            ],\n            [\n              -112.0670,\n              37.198\n            ],\n            [\n              -112.0670,\n              37.541\n            ],\n            [\n              -112.577,\n              37.541\n            ],\n            [\n              -112.577,\n              37.198\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6064dd","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":201145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":201146,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29125,"text":"wri874246 - 1987 - Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri874246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4246","title":"Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","docAbstract":"Identification of the presence of volatile organic compounds in liquid-waste lagoons in New Mexico at the Lee Acres landfill, beneath a refinery south of the landfill, and in nearby residential wells has led to an hydrologic investigation of the area. The alluvium underlying an arroyo adjacent to the landfill mostly consists of fine to coarse quartz sand with some silt, gravel, and clay zones. Thickness of the alluvium measured in 12 drill holes ranged from 13.7 to 61.5 ft. A seismic survey indicates that buried channels are incised as much as 26 ft into the bedrock surface in some areas. The depth to water in seven piezometers ranged from 26.6 to 34.9 ft. The configuration of the water table in the alluvium indicates that groundwater flow is controlled by unidentified recharge north of the landfill, recharge from a pond southeast of the landfill, discharge to pumping wells, discharge to the alluvium of the San Juan River south of the study area, and hydraulic conductivity of the alluvial material. There also may be additional recharge to or discharge from the underlying Nacimiento Formation and recharge from runoff in the arroyo. Terrain-conductivity measurements indicate that the water in the alluvium southwest of the landfill may be more conductive than water in the underlying sandstone. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874246","usgsCitation":"Peter, K.D., Williams, R.A., and King, K.W., 1987, Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4246, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874246.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4246/report-thumb.jpg"},{"id":57995,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c15","contributors":{"authors":[{"text":"Peter, K. D.","contributorId":94319,"corporation":false,"usgs":true,"family":"Peter","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":200986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, R. A.","contributorId":82323,"corporation":false,"usgs":true,"family":"Williams","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200985,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"King, K. W.","contributorId":105729,"corporation":false,"usgs":true,"family":"King","given":"K.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200987,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","interactions":[{"subject":{"id":15611,"text":"ofr84459 - 1984 - The principle of superposition and its application in ground-water hydraulics","indexId":"ofr84459","publicationYear":"1984","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"predicate":"SUPERSEDED_BY","object":{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","indexId":"twri03B6","publicationYear":"1987","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03B6","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-B6","title":"The principle of superposition and its application in ground-water hydraulics","docAbstract":"The principle of superposition, a powerful mathematical technique for analyzing certain types of complex problems in many areas of science and technology, has important applications in ground-water hydraulics and modeling of ground-water systems. The principle of superposition states that problem solutions can be added together to obtain composite solutions. This principle applies to linear systems governed by linear differential equations.\r\nThis report introduces the principle of superposition as it applies to ground-water hydrology and provides background information, discussion, illustrative problems with solutions, and problems to be solved by the reader.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri03B6","issn":"0565-596X","usgsCitation":"Reilly, T.E., Franke, O.L., and Bennett, G.D., 1987, The principle of superposition and its application in ground-water hydraulics: U.S. Geological Survey Techniques of Water-Resources Investigations 03-B6, viii, 28 p. :ill ;26 cm., https://doi.org/10.3133/twri03B6.","productDescription":"viii, 28 p. :ill ;26 cm.","costCenters":[],"links":[{"id":139155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":298,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-b6/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641cca","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":149656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":149658,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149657,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26986,"text":"wri874017 - 1987 - Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4017","title":"Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","docAbstract":"A complex hydrologic system exists in the glacial drift overlying the bedrock in the Aberdeen, South Dakota, area. The hydrologic system has been subdivided into three aquifers: the Elm, Middle James, and Deep James. These sand-and-gravel outwash aquifers generally are separated from each other by till or other fine-grained sediments. The Elm aquifer is the uppermost and largest of the aquifers and underlies about 204 sq mi of the study area. The maximum altitude of the top of the Elm aquifer is 1,400 ft and the minimum altitude of the bottom is 1,225 ft. The Middle James aquifer underlies about 172 sq mi of the study area. The maximum altitude of the top of the Middle James aquifer is 1,250 ft and the minimum altitude of the bottom is 1 ,150 ft. The lower-most Deep James aquifer was not evaluated. The quality of the water from the Elm and Middle James aquifer varies considerably throughout the study area. The predominant chemical constituents in the water from the aquifers are sodium and sulfate ions; however, calcium, magnesium, bicarbonate, or chloride may dominate locally. The calculated theoretical total well yield from the Elm and Middle James aquifers ranges from a minimum of 64 cu ft/sec, which may be conservative, to a maximum of 640 cu ft/sec. Based on available data, yields of 100 to 150 cu ft/sec probably can be obtained from properly sited and constructed wells. The feasibility of artificially recharging an aquifer, using the technique of water spreading, depends on the geologic and hydraulic characteristics of the aquifer and of the sediments overlying the aquifer through which the recharge water must percolate. The sites suitable for artificial recharge in the study area were defined as those areas where the average aquifer thickness was &gt; 20 ft and the average thickness of the fine-grained sediments overlying the aquifer was &lt; 10 ft. Using these criteria, about 14 sq mi of the study area are suitable for artificial recharge. Infiltration rates in the study area are estimated to range from 1.3 to 4.3 ft/day. Using an infiltration rate of 2 ft/day, a spreading pond with an area of 0.16 sq mi would be required to artificially recharge at a rate of 100 cu/sec/m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874017","usgsCitation":"Emmons, P., 1987, Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4017, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874017.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4017/report-thumb.jpg"},{"id":55873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698370","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197362,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3737,"text":"cir941 - 1987 - Streamflow characteristics at hydrologic bench-mark stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir941","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"941","title":"Streamflow characteristics at hydrologic bench-mark stations","docAbstract":"The Hydrologic Bench-Mark Network was established in the 1960's. Its objectives were to document the hydrologic characteristics of representative undeveloped watersheds nationwide and to provide a comparative base for studying the effects of man on the hydrologic environment. The network, which consists of 57 streamflow gaging stations and one lake-stage station in 39 States, is planned for permanent operation. \r\n\r\nThis interim report describes streamflow characteristics at each bench-mark site and identifies time trends in annual streamflow that have occurred during the data-collection period. \r\n\r\nThe streamflow characteristics presented for each streamflow station are (1) flood and low-flow frequencies, (2) flow duration, (3) annual mean flow, and (4) the serial correlation coefficient for annual mean discharge. In addition, Kendall's tau is computed as an indicator of time trend in annual discharges. The period of record for most stations was 13 to 17 years, although several stations had longer periods of record. The longest period was 65 years for Merced River near Yosemite, Calif. \r\n\r\nRecords of flow at 6 of 57 streamflow sites in the network showed a statistically significant change in annual mean discharge over the period of record, based on computations of Kendall's tau. The values of Kendall's tau ranged from -0.533 to 0.648. An examination of climatological records showed that changes in precipitation were most likely the cause for the change in annual mean discharge.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir941","usgsCitation":"Lawrence, C., 1987, Streamflow characteristics at hydrologic bench-mark stations: U.S. Geological Survey Circular 941, v, 123 p. :ill., map ;28 cm., https://doi.org/10.3133/cir941.","productDescription":"v, 123 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0941/report-thumb.jpg"},{"id":30798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0941/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e5e","contributors":{"authors":[{"text":"Lawrence, C.L.","contributorId":58263,"corporation":false,"usgs":true,"family":"Lawrence","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":147507,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44402,"text":"wri874162 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-20T09:53:27","indexId":"wri874162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4162","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874162","usgsCitation":"Dacosta, R., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4162, 1 Plate: 28.69 x 21.54 inches, https://doi.org/10.3133/wri874162.","productDescription":"1 Plate: 28.69 x 21.54 inches","costCenters":[],"links":[{"id":168555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4162/report-thumb.jpg"},{"id":366693,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.21768951416016,\n              17.92157608317564\n            ],\n            [\n              -66.07624053955078,\n              17.92157608317564\n            ],\n            [\n              -66.07624053955078,\n              17.989835742155027\n            ],\n            [\n              -66.21768951416016,\n              17.989835742155027\n            ],\n            [\n              -66.21768951416016,\n              17.92157608317564\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ed0","contributors":{"authors":[{"text":"Dacosta, Rafael","contributorId":93060,"corporation":false,"usgs":true,"family":"Dacosta","given":"Rafael","email":"","affiliations":[],"preferred":false,"id":229706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":229705,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28874,"text":"wri844165 - 1987 - Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"84-4165","title":"Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois","docAbstract":"A 3,475-ft-deep test well was drilled in northeastern Illinois near Lake Michigan and the Illinois-Wisconsin State line as part of a regional hydrologic study of the Cambrian-Ordovician aquifer. The well penetrates the Cambrian-Ordovician aquifer system and 40 ft of Precambrian granite. From oldest to youngest the aquifer system consists of the lower Mount Simon aquifer, Mount Simon confining unit, Elmhurst-Mount Simon aquifer, Eau Claire confining unit, Ironton-Galesville aquifer, Franconia confining unit, St. Peter aquifer, and an upper confining unit composed of the Glenwood Formation, Galena Dolomite and Platteville Limestone, and Maquoketa Shale. Aquifer tests were performed on hydrogeologic units that were isolated with inflatable packers. Results indicate that the Ironton-Galesville aquifer has the highest hydraulic conductivity - 10 ft/day. The St. Peter and Elmhurst-Mount Simon aquifers have hydraulic conductivities of 1.8 and 1.5 ft/day, respectively. The Mount Simon confining bed has a hydraulic conductivity of 1.3 ft/day. The Mount Simon confining unit confines saline water present in the lower Mount Simon aquifer. The dissolved solids concentration in water from this aquifer is &gt; than 55,000 mg/L, and the head is at least 50 ft higher than heads in any of the overlying Cambrian and Ordovician aquifers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844165","usgsCitation":"Nicholas, J., Sherrill, M., and Young, H.L., 1987, Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4165, v, 30 p . :ill., maps ;28 cm., https://doi.org/10.3133/wri844165.","productDescription":"v, 30 p . :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4165/report-thumb.jpg"},{"id":57749,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db615227","contributors":{"authors":[{"text":"Nicholas, J.R.","contributorId":26673,"corporation":false,"usgs":true,"family":"Nicholas","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":200541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sherrill, M.G.","contributorId":19945,"corporation":false,"usgs":true,"family":"Sherrill","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":200539,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Young, H. L.","contributorId":23922,"corporation":false,"usgs":true,"family":"Young","given":"H.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200540,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","interactions":[{"subject":{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","indexId":"ofr84708","publicationYear":"1984","noYear":false,"title":"State hydrologic unit maps"},"predicate":"SUPERSEDED_BY","object":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"id":1}],"lastModifiedDate":"2026-02-12T16:30:51.823743","indexId":"wsp2294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2294","title":"Hydrologic unit maps","docAbstract":"A set of maps depicting approved boundaries of, and numerical codes for, river-basin units of the United States has been developed by the U.S . Geological Survey. These 'Hydrologic Unit Maps' are four-color maps that present information on drainage, culture, hydrography, and hydrologic boundaries and codes of (1) the 21 major water-resources regions and the 222 subregions designated by the U.S . Water Resources Council, (2) the 352 accounting units of the U.S. Geological Survey's National Water Data Network, and (3) the 2,149 cataloging units of the U.S . Geological Survey's 'Catalog of information on Water Data:' The maps are plotted on the Geological Survey State base-map series at a scale of 1 :500,000 and, except for Alaska, depict hydrologic unit boundaries for all drainage basins greater than 700 square miles (1,813 square kilometers). A complete list of all the hydrologic units, along with their drainage areas, their names, and the names of the States or outlying areas in which they reside, is contained in the report.\r\n\r\nThese maps and associated codes provide a standardized base for use by water-resources organizations in locating, storing, retrieving, and exchanging hydrologic data, in indexing and inventorying hydrologic data and information, in cataloging water-data acquisition activities, and in a variety of other applications. Because the maps have undergone extensive review by all principal Federal, regional, and State water-resource agencies, they are widely accepted for use in planning and describing water-use and related land-use activities, and in geographically organizing hydrologic data . Examples of these uses are given in the report . The hydrologic unit codes shown on the maps have been approved as a Federal Information Processing Standard for use by the Federal establishment.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2294","usgsCitation":"Seaber, P.R., Kapinos, F., and Knapp, G.L., 1987, Hydrologic unit maps: U.S. Geological Survey Water Supply Paper 2294, iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2294.","productDescription":"iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket","costCenters":[],"links":[{"id":138259,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":35,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2294/index.html","linkFileType":{"id":5,"text":"html"}},{"id":258460,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2294/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab42","contributors":{"authors":[{"text":"Seaber, Paul R.","contributorId":67492,"corporation":false,"usgs":true,"family":"Seaber","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapinos, F. Paul","contributorId":42581,"corporation":false,"usgs":true,"family":"Kapinos","given":"F. Paul","affiliations":[],"preferred":false,"id":145589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knapp, George L.","contributorId":93466,"corporation":false,"usgs":true,"family":"Knapp","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145591,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28847,"text":"wri874021 - 1987 - Ground-water resources of Flagler County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4021","title":"Ground-water resources of Flagler County, Florida","docAbstract":"Groundwater is the only significant source of potable water in Flagler County. Usable water occurs in the Upper Floridan aquifer, the intermediate population is expected to place stresses on the water resources of the county. Although rainfall averages almost 50 in/yr, most of the water leaves as evapotranspiration and streamflow. Less than 1 in/yr recharge may be occurring to the Upper Floridan aquifer, the highest yielding aquifer. The Upper Floridan aquifer consists of the Avon Park Formation, the Ocala Limestone, and the basal dolomitic limestone of the Hawthorne. Use of the Upper Floridan aquifer for public water supply is limited in most of the county because it contains marginally potable or brackish water. It is used extensively for agricultural irrigation. The intermediate aquifer system consists of thin, discontinues lenses of sand, shell, and limestone between clays overlying the Floridan aquifer system. The intermediate aquifer system is an important part of the public water supply of the county because of the good quality of the water. The intermediate aquifer system has variable yields because of the discontinuous lenses. The surficial aquifer system is composed of sand and shell with varying fractions of finer materials. Well yields are small in the west and central parts of Flagler County, but the surficial aquifer system is an adequate source of domestic supply on the barrier island. A zone of freshwater in the surficial aquifer system is very important in the Hammock area, being the local source of most domestic supply in the area. Changes in hydrologic conditions from the 1950 's include a long-term decline in water levels in the Upper Floridan aquifer coincident with lower-than-average rainfall and a greater seasonal fluctuation of water levels. Chloride concentrations of water in the Upper Floridan aquifer do not appear to have changed significantly, presently ranging from 7 to 3,700 mg/L. Development will place stress on the aquifers and may result in upconing of brackish water in pumping centers and in lateral saltwater intrusion in coastal areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874021","usgsCitation":"Navoy, A., and Bradner, L.A., 1987, Ground-water resources of Flagler County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4021, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874021.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4021/report-thumb.jpg"},{"id":57720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d2c8","contributors":{"authors":[{"text":"Navoy, A. S.","contributorId":51771,"corporation":false,"usgs":true,"family":"Navoy","given":"A. S.","affiliations":[],"preferred":false,"id":200501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200500,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":235,"text":"wsp2310 - 1987 - Selected papers in the hydrologic sciences, 1986","interactions":[],"lastModifiedDate":"2018-05-23T11:36:05","indexId":"wsp2310","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2310","title":"Selected papers in the hydrologic sciences, 1986","docAbstract":"<p>Water-quality data from long-term (24 years), fixed- station monitoring at the Cape Fear River at Lock 1 near Kelly, N.C., and various measures of basin development are correlated. Subbasin population, number of acres of cropland in the subbasin, number of people employed in manufacturing, and tons of fertilizer applied in the basin are considered as measures of basinwide development activity. Linear correlations show statistically significant posi- tive relations between both population and manufacturing activity and most of the dissolved constituents considered. Negative correlations were found between the acres of harvested cropland and most of the water-quality measures. The amount of fertilizer sold in the subbasin was not statistically related to the water-quality measures considered in this report. The statistical analysis was limited to several commonly used measures of water quality including specific conductance, pH, dissolved solids, several major dissolved ions, and a few nutrients. The major dissolved ions included in the analysis were calcium, sodium, potassium, magnesium, chloride, sulfate, silica, bicarbonate, and fluoride. The nutrients included were dissolved nitrite plus nitrate nitrogen, dissolved ammonia nitrogen, total nitrogen, dissolved phosphates, and total phosphorus. For the chemicals evaluated, manufacturing and population sources are more closely associated with water quality in the Cape Fear River at Lock 1 than are agricultural variables.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2310","usgsCitation":"Subitzky, S., 1987, Selected papers in the hydrologic sciences, 1986: U.S. Geological Survey Water Supply Paper 2310, 142 p., https://doi.org/10.3133/wsp2310.","productDescription":"142 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":24845,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2310/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136508,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2310/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db6553c4","contributors":{"authors":[{"text":"Subitzky, Seymour","contributorId":99111,"corporation":false,"usgs":true,"family":"Subitzky","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":142119,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19115,"text":"ofr87224 - 1987 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","interactions":[],"lastModifiedDate":"2017-06-14T10:55:22","indexId":"ofr87224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-224","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.</p>\n<p>The objectives of the Austin urban hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li>\n<li>To determine the effect of urban development on flood peaks and volume.</li>\n<li>To determine the variations in water quality during different seasons and flow conditions in representative watersheds with various types of urban development.</li>\n<li>To quantitatively appraise the ground-water resources of the Edwards aquifer in hydraulic circulation with Barton Springs, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the aquifer.</li>\n</ol>\n<p>This report presents the basic hydrologic data collected in the Austin urban area for the 1985 water year (Oct. 1, 1984 to Sept. 30, 1985). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-85-3, 1985.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr87224","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1987, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985: U.S. Geological Survey Open-File Report 87-224, vi, 170 p., https://doi.org/10.3133/ofr87224.","productDescription":"vi, 170 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0224/report-thumb.jpg"},{"id":48578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0224/report.pdf","text":"Report","size":"2.50 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6080d5","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":180329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":180331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":180330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57639,"text":"wdrGA861 - 1987 - Water Resources Data for Georgia, Water Year 1986","interactions":[],"lastModifiedDate":"2024-09-19T13:27:27.188419","indexId":"wdrGA861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-86-1","title":"Water Resources Data for Georgia, Water Year 1986","docAbstract":"<p>This volume of the annual hydrologic data report of Georgia is one of a series of annual reports that document hydrologic data gathered from the U.S. Geological Survey's surface- and ground-water data-collection networks in each State, Puerto Rico, and the Trust Territories. These records of streamflow, ground-water levels, and quality of water provide the hydrologic information needed by State, local, and Federal agencies, and the private sector for developing and managing our Nation's land and water resources. Hydrologic data for Georgia are contained in 1 volume.</p>","language":"English","doi":"10.3133/wdrGA861","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W., Hale, T., and Buell, G.R., 1987, Water Resources Data for Georgia, Water Year 1986: U.S. Geological Survey Water Data Report GA-86-1, 446 p., https://doi.org/10.3133/wdrGA861.","productDescription":"446 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":438924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181633,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report-thumb.jpg"}],"country":"United 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R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257578,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13147,"text":"ofr87563 - 1987 - Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87563","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-563","title":"Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987","docAbstract":"The U.S. Geological Survey operates hydrologic data collection stations nationwide which serve the needs of all levels of government, the private sector, and the general public, for water resources information. During fiscal year 1987, surface water discharge was determined at 10,624 stations; stage data on streams, reservoirs, and lakes were recorded at 1,806 stations; and various surface water quality characteristics were determined at 2,901 stations. In addition, groundwater levels were measured at 32,588 stations, and the quality of groundwater was determined at 9,120 stations. Data on sediment were collected daily at 174 stations and on a periodic basis at 878 stations. Information on precipitation quantity was collected at 909 stations, and the quality of precipitation was analyzed at 78 stations. Data collection platforms for satellite telemetry of hydrologic information were used at 2,292 Geological Survey stations. Funding for the hydrologic stations was derived, either solely or from a combination, from three major sources - the Geological Survey 's Federal Program appropriation, the Federal-State Cooperative Program, and reimbursements from other Federal agencies. The number of hydrologic stations operated by the Geological Survey declined from fiscal year 1983 to 1987. The number of surface water discharge stations were reduced by 452 stations; surface water quality stations declined by 925 stations; groundwater level stations declined by 1,051 stations; while groundwater quality stations increased by 1,472 stations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87563","usgsCitation":"Condes de la Torre, A., 1987, Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987: U.S. Geological Survey Open-File Report 87-563, vi, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87563.","productDescription":"vi, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0563/report-thumb.jpg"},{"id":41549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0563/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db6917f1","contributors":{"authors":[{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":167312,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","interactions":[{"subject":{"id":43032,"text":"ofr85167 - 1985 - Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon","indexId":"ofr85167","publicationYear":"1985","noYear":false,"title":"Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","indexId":"ha696","publicationYear":"1987","noYear":false,"title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2020-10-05T12:54:44.455258","indexId":"ha696","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"696","title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha696","usgsCitation":"Low, W.H., 1987, Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 696, 2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches, https://doi.org/10.3133/ha696.","productDescription":"2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches","costCenters":[],"links":[{"id":185626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89562,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.5,\n              42\n            ],\n            [\n              -111.5,\n              42\n            ],\n            [\n              -111.5,\n              45.1\n            ],\n            [\n              -117.5,\n              45.1\n            ],\n            [\n              -117.5,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ece4b07f02db5eb4d0","contributors":{"authors":[{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13144,"text":"ofr87211 - 1987 - Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1985 and 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87211","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-211","title":"Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1985 and 1986","docAbstract":"The principal mission of the U.S. Geological Survey, Water Resources Division, in Kansas is to investigate the occurrence, quantity, quality, distribution, and movement of surface and groundwater throughout the State. Primary activities include the systematic collection, analysis and interpretation of hydrologic data, evaluation of water demands, and water resources research. Hydrologic investigations are conducted through: (1) data collection programs, (2) statewide or regional investigations, (3) local or areal investigations, and (4) research. These projects are funded through cooperative agreements with state and local agencies, transfer of funds from other federal agencies, and direct federal funds. Forty-three water related projects were ongoing during fiscal years 1985 and 1986 in Kansas. This report describes for each project the problem that initiated the study, the objectives of the project, the approach designed to achieve the objectives, and significant milestones or publications that resulted during fiscal years 1985 and 1986. Information on more than 2,150 data collection stations in Kansas is presented in maps and tables. A list of 47 project reports published or released by the U.S. Geological Survey, its cooperators, or technical and scientific organizations during 1985 and 1986 is provided. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87211","usgsCitation":"Combs, L.J., 1987, Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1985 and 1986: U.S. Geological Survey Open-File Report 87-211, vi, 108 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87211.","productDescription":"vi, 108 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0211/report-thumb.jpg"},{"id":41546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0211/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f9a","contributors":{"authors":[{"text":"Combs, L. J. (compiler)","contributorId":9271,"corporation":false,"usgs":true,"family":"Combs","given":"L.","suffix":"(compiler)","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":167307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29378,"text":"wri854291 - 1987 - Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854291","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4291","title":"Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","docAbstract":"In 1980 Santa Rosa Dam began impounding water on the Pecos River about 7 miles north of Santa Rosa, New Mexico, to provide flood control, sediment control, and storage for irrigation. Santa Rosa Lake has caused changes in the groundwater flow system, which may cause changes in the streamflow of the Pecos River that cannot be detected at the present streamflow gaging stations. Data collected at these stations are used to measure the amount of water available for downstream users. A three-dimensional groundwater flow model for a 950 sq mi area between Anton Chico and Puerto de Luna was used to simulate the effects of Santa Rosa Lake on groundwater flow to a gaining reach of the Pecos River for lake levels of 4,675, 4,715, 4,725, 4,750, 4,776, and 4,797 feet above sea level and durations of impoundment of 30, 90, 182, and 365 days for all levels except 4 ,797 feet. These simulations indicated that streamflow in the Pecos River could increase by as much as 2 cu ft/sec between the dam and Puerto de Luna if the lake level were maintained at 4 ,797 feet for 90 days or 4,776 feet for 1 year. About 90% of this increased streamflow would occur &lt; 0.5 mi downstream from the dam, some of which would be measured at the streamflow gaging station located 0.2 mile downstream from the dam. Simulations also indicated that the lake will affect groundwater flow such that inflow to the study area may be decreased by as much as 1.9 cu ft/sec. This water may leave the Pecos River drainage basin or be diverted back to the Pecos River downstream from the gaging station near Puerto de Luna. In either case, this quantity represents a net loss of water upstream from Puerto de Luna. Most simulations indicated that the decrease in groundwater flow into the study area would be of about the same quantity as the simulated increase in streamflow downstream from the dam. Therefore, the net effect of the lake on the flow of the Pecos River in the study area appears to be negligible. Model simulations indicated that effect of lake levels below 4 ,750 feet on water levels in observation wells completed in the San Andres Limestone could not be distinguished from the effects of other hydrologic stresses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854291","usgsCitation":"Risser, D.W., 1987, Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4291, viii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854291.","productDescription":"viii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4291/report-thumb.jpg"},{"id":58223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4291/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0fe4b07f02db6a0372","contributors":{"authors":[{"text":"Risser, D. W.","contributorId":48211,"corporation":false,"usgs":true,"family":"Risser","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201433,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29033,"text":"wri874150 - 1987 - Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","interactions":[],"lastModifiedDate":"2022-02-18T22:42:54.737467","indexId":"wri874150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4150","title":"Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","docAbstract":"The Groveland-Collins area near Blackfoot, Idaho, has a history of either periodic or persistent localized groundwater contamination. Water users in the area report offensive smell, metallic taste, rust deposits, and bacteria in water supplies. During 1984 and 1985, data were collected to define regional and local geologic, hydrologic, and groundwater quality conditions, and to identify factors that may have affected local groundwater quality. Infiltration or leakage of irrigation water is the major source of groundwater recharge, and water levels may fluctuate 15 ft or more during the irrigation season. Groundwater movement is generally northwestward. Groundwater contains predominantly calcium, magnesium, and bicarbonate ions and characteristically has more than 200 mg/L hardness. Groundwater near the Groveland-Collins area may be contaminated from one or more sources, including infiltration of sewage effluent, gasoline or liquid fertilizer spillage, or land application of food processing wastewater. Subsurface basalt ridges impede lateral movement of water in localized areas. Groundwater pools temporarily behind these ridges and anomalously high water levels result. Maximum concentrations or values of constituents that indicate contamination were 1,450 microsiemens/cm specific conductance, 630 mg/L bicarbonate (as HCO<sub>3</sub>), 11 mg/L nitrite plus nitrate (as nitrogen), 7.3 mg/L ammonia (as nitrogen), 5.9 mg/L organic nitrogen, 4.4 mg/L dissolved organic carbon, 7,000 micrograms/L dissolved iron, 5 ,100 microgram/L dissolved manganese, and 320 microgram/L dissolved zinc. Dissolved oxygen concentrations ranged from 8.9 mg/L in uncontaminated areas to 0 mg/L in areas where food processing wastewater is applied to the land surface. Stable-isotope may be useful in differentiating between contamination from potato-processing wastewater and whey in areas where both are applied to the land surface. Development of a ground-water model to evaluate effects of land applications of organic wastewater and organic solute loading rates on subsurface water quality is not feasible at this time.","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri874150","collaboration":"Prepared in cooperation with the Idaho Department of Health and Welfare, Division of Environment","usgsCitation":"Parliman, D., 1987, Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho: U.S. Geological Survey Water-Resources Investigations Report 87-4150, v, 102 p., https://doi.org/10.3133/wri874150.","productDescription":"v, 102 p.","numberOfPages":"110","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":396214,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46812.htm"},{"id":57894,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4150/report-thumb.jpg"}],"scale":"100000","country":"United States","state":"Idaho","county":"Bingham County","city":"Blackfoot","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.5,43.118056 ], [ -112.5,43.25 ], [ -112.25,43.25 ], [ -112.25,43.118056 ], [ -112.5,43.118056 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68532b","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200829,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26481,"text":"wri874027 - 1987 - Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri874027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4027","title":"Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","docAbstract":"Federal coal lands of the Woodson Preference Right Lease Application are located in Dawson and Richland Counties, northeastern Montana. A probable mine area, comprised of the lease area and adjacent coal lands, contains about 220 million tons of recoverable lignite coal in the 12-37 ft thick Pust coal bed. A hydrologic study has been conducted in the area to describe the water resources and to evaluate potential effects of coal mining on the water resources. Geohydrologic data collected from wells and springs indicate that several aquifers exist in the area. Sandstone beds in the Tongue River Member of the Fort Union Formation (Paleocene age) are the most common aquifers and probably underlie the entire area. The Pust coal bed in the Tongue River Member is water saturated in part of the probable mine area and is dry in other parts of the probable mine area. Other aquifers, located mostly outside of the probable mine area, exist in gravel of the Flaxville Formation (Miocene of Pliocene age) and valley alluvium (Pleistocene and Holocene age). Chemical analyses of groundwater indicate a range in dissolved solids concentration of 240-2,280 mg/L. Surface water resources are limited. Most streams in the area are ephemeral and flow only in response to rainfall or snowmelt. Small reaches of the North and Middle Forks of Burns Creek have intermittent flow. Water sampled from a small perennial reach of the Middle Fork had a dissolved solids concentration of 700 mg/L. Mining of the Pust coal bed would destroy one spring and four stock wells, dewater areas of the Pust coal and sandstone aquifers, and probably lower water levels in seven stock and domestic wells. Mining in the valley of Middle Fork Burns Creek would intercept streamflow and alter flow characteristics of a small perennial reach of stream. Leaching of soluble minerals from mine spoils may cause a long-term degradation of the quality of water in the spoils and in aquifers downgradient from the spoils. Some of the effects on local water supplies could be mitigated by development of new wells in deeper sandstones of the Tongue River Member. Effects of mining on water resources would be minimized if only areas of dry coal were mined. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874027","usgsCitation":"Cannon, M.R., 1987, Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4027, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874027.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4027/report-thumb.jpg"},{"id":55307,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db5486c9","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44414,"text":"wri864315 - 1987 - Hydrology of Island Ford Lake, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864315","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4315","title":"Hydrology of Island Ford Lake, Hillsborough County, Florida","language":"ENGLISH","doi":"10.3133/wri864315","usgsCitation":"Henderson, S., 1987, Hydrology of Island Ford Lake, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4315, 3 maps on 1 sheet : col. ; 29 x 44 cm. and smaller, on sheet 81 x 102 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864315.","productDescription":"3 maps on 1 sheet : col. ; 29 x 44 cm. and smaller, on sheet 81 x 102 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":173692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4315/report-thumb.jpg"},{"id":81710,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4315/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604911","contributors":{"authors":[{"text":"Henderson, S.E.","contributorId":70806,"corporation":false,"usgs":true,"family":"Henderson","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":229723,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44417,"text":"wri864348 - 1987 - Louisiana ground-water map no. 1: Potentiometric surface, 1985, and water-level changes, 1983-85, of the Chicot aquifer in southwestern Louisiana","interactions":[],"lastModifiedDate":"2023-01-10T21:56:46.621062","indexId":"wri864348","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4348","title":"Louisiana ground-water map no. 1: Potentiometric surface, 1985, and water-level changes, 1983-85, of the Chicot aquifer in southwestern Louisiana","docAbstract":"<p>The Chicot aquifer is the principle source of groundwater in southwestern Louisiana and is the most extensively pumped (nearly 1 billion gallons per day) aquifer in the State. Withdrawals from the Chicot aquifer are used primarily for irrigation. Two maps show the generalized potentiometric surfaces of the upper sand unit ('200-ft ' sand in the Lake Charles area) and the ' 500-ft ' sand of the Chicot aquifer. General water level altitudes and flow directions may be inferred from these maps which were prepared in cooperation with the Louisiana Department of Transportation and Development, Office of Public Works. Previous studies of groundwater hydrology in southwestern Louisiana are included in selected references.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864348","usgsCitation":"Fendick, R., and Nyman, D.J., 1987, Louisiana ground-water map no. 1: Potentiometric surface, 1985, and water-level changes, 1983-85, of the Chicot aquifer in southwestern Louisiana: U.S. Geological Survey Water-Resources Investigations Report 86-4348, 2 Plates: 27.00 x 24.87 inches, https://doi.org/10.3133/wri864348.","productDescription":"2 Plates: 27.00 x 24.87 inches","costCenters":[],"links":[{"id":173028,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81715,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4348/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81714,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4348/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411674,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36660.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Louisiana","otherGeospatial":"Chicot aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -91.5,\n              31\n            ],\n            [\n              -93.907,\n              31\n            ],\n            [\n              -93.907,\n              29.817\n            ],\n            [\n              -91.5,\n              29.817\n            ],\n            [\n              -91.5,\n              31\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640bc6","contributors":{"authors":[{"text":"Fendick, Robert B. Jr. rfendick@usgs.gov","contributorId":1313,"corporation":false,"usgs":true,"family":"Fendick","given":"Robert B.","suffix":"Jr.","email":"rfendick@usgs.gov","affiliations":[{"id":369,"text":"Louisiana Water Science Center","active":true,"usgs":true}],"preferred":false,"id":229729,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nyman, Dale J.","contributorId":28584,"corporation":false,"usgs":true,"family":"Nyman","given":"Dale","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":229730,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12715,"text":"ofr86319 - 1987 - Hydrologic data for selected streams in the coal area of southeastern Oklahoma, July 1978 to September 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:32","indexId":"ofr86319","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-319","title":"Hydrologic data for selected streams in the coal area of southeastern Oklahoma, July 1978 to September 1982","docAbstract":"Hydrologic data on quantity and quality of surface waters were collected in the coal resource area of southeastern Oklahoma during an investigation of the effects of coal surface mining on the hydrology of the area. The objective of the study was to determine the characteristics of the regional hydrologic system and to detect and document changes in the system that may occur as the result of coal surface mining. This report presents data which were collected at 13 sites in 4 counties between July 1978 and September 1982.\r\nThe data include: (1) mean daily stream discharge; (2) physical properties, selected field constituents, and concentration of suspended sediment of water samples; (3) concentration of selected common constituents, nutrients, and trace elements of water samples; (4) mean daily specific conductance, pH, water temperature, and dissolved oxygen; and (5) analyses of biological samples.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86319","usgsCitation":"Blumer, S.P., and Alf, L., 1987, Hydrologic data for selected streams in the coal area of southeastern Oklahoma, July 1978 to September 1982: U.S. Geological Survey Open-File Report 86-319, iv, 337 p. :maps ;28 cm., https://doi.org/10.3133/ofr86319.","productDescription":"iv, 337 p. :maps ;28 cm.","costCenters":[],"links":[{"id":143941,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0319/report-thumb.jpg"},{"id":41130,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0319/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed14","contributors":{"authors":[{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":166590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alf, L.A.","contributorId":72795,"corporation":false,"usgs":true,"family":"Alf","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":166591,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}