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,{"id":11229,"text":"ofr83533 - 1983 - A statistical summary of data from the U.S. Geological Survey's national water quality networks","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr83533","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-533","title":"A statistical summary of data from the U.S. Geological Survey's national water quality networks","docAbstract":"The U.S. Geological Survey Operates two nationwide networks to monitor water quality, the National Hydrologic Bench-Mark Network and the National Stream Quality Accounting Network (NASQAN). The Bench-Mark network is composed of 51 stations in small drainage basins which are as close as possible to their natural state, with no human influence and little likelihood of future development. Stations in the NASQAN program are located to monitor flow from accounting units (subregional drainage basins) which collectively encompass the entire land surface of the nation. Data collected at both networks include streamflow, concentrations of major inorganic constituents, nutrients, and trace metals. The goals of the two water quality sampling programs include the determination of mean constituent concentrations and transport rates as well as the analysis of long-term trends in those variables. This report presents a station-by-station statistical summary of data from the two networks for the period 1974 through 1981. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83533","usgsCitation":"Smith, R.A., and Alexander, R.B., 1983, A statistical summary of data from the U.S. Geological Survey's national water quality networks: U.S. Geological Survey Open-File Report 83-533, 20 p. ;28 cm., https://doi.org/10.3133/ofr83533.","productDescription":"20 p. ;28 cm.","costCenters":[],"links":[{"id":145085,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0533/report-thumb.jpg"},{"id":39019,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0533/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a62c9","contributors":{"authors":[{"text":"Smith, R. A.","contributorId":60584,"corporation":false,"usgs":true,"family":"Smith","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":162768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, R. B.","contributorId":108103,"corporation":false,"usgs":true,"family":"Alexander","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":162769,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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,{"id":11345,"text":"ofr83127 - 1983 - Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr83127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-127","title":"Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida","docAbstract":"The Governor of Florida established the Charlotte Harbor Resource Planning and Management committee to recommend the course of action Florida should take in planning for potential growth in the rapidly growing area surrounding Charlotte Harbor. In May 1981, the U.S. Geological Survey began a planning study to determine detailed hydrologic study needs of the Charlotte Harbor area. A literature search of available data and reports pertaining to the Charlotte Harbor estuarine system and surrounding area resulted in almost 1,300 references. This report contains all references collected during this search. Some of the major reference topics are altered freshwater flow, water quality of the harbor and drainage systems, circulation and tides, coastal and marine resources, fisheries, geology and hydrology of the area, impact studies, water resources, flora and fauna of the area, and water supply. Sixty-eight key words or subject identifiers are used to the index report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83127","usgsCitation":"Stoker, Y.E., and Karavitis, G.A., 1983, Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida: U.S. Geological Survey Open-File Report 83-127, 143 p. map ;28 cm., https://doi.org/10.3133/ofr83127.","productDescription":"143 p. map ;28 cm.","costCenters":[],"links":[{"id":143667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0127/report-thumb.jpg"},{"id":39171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0127/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a481d","contributors":{"authors":[{"text":"Stoker, Yvonne E. ystoker@usgs.gov","contributorId":5101,"corporation":false,"usgs":true,"family":"Stoker","given":"Yvonne","email":"ystoker@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":162969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Karavitis, George A. gkaravitis@usgs.gov","contributorId":5712,"corporation":false,"usgs":true,"family":"Karavitis","given":"George","email":"gkaravitis@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":162970,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11665,"text":"ofr83145 - 1983 - Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Narragansett Bay, and Rhode Island Sound","interactions":[],"lastModifiedDate":"2015-01-29T10:57:33","indexId":"ofr83145","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-145","title":"Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Narragansett Bay, and Rhode Island Sound","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83145","usgsCitation":"Willey, R.E., Williams, J.R., and Tasker, G.D., 1983, Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Narragansett Bay, and Rhode Island Sound: U.S. Geological Survey Open-File Report 83-145, Report: iii, 50 p.; 1 Map: 30.35 x 48.30 inches, https://doi.org/10.3133/ofr83145.","productDescription":"Report: iii, 50 p.; 1 Map: 30.35 x 48.30 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":39520,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143843,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0145/report-thumb.jpg"},{"id":39521,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0145/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts, Rhode Island","otherGeospatial":"Narragansett Bay, Rhode Island Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.3671875,\n              41.261291493919856\n            ],\n            [\n              -71.3671875,\n              41.983994270935625\n            ],\n            [\n              -70.48828125,\n              41.983994270935625\n            ],\n            [\n              -70.48828125,\n              41.261291493919856\n            ],\n            [\n              -71.3671875,\n              41.261291493919856\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6074d4","contributors":{"authors":[{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":163539,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, John R.","contributorId":107260,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"","middleInitial":"R.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":163540,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":163541,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":12111,"text":"ofr83266 - 1983 - Hydrology of area 40, Western Region, Interior Coal Province, Kansas, Oklahoma and Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr83266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-266","title":"Hydrology of area 40, Western Region, Interior Coal Province, Kansas, Oklahoma and Missouri","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83266","usgsCitation":"Marcher, M., and Kenny, J.F., 1983, Hydrology of area 40, Western Region, Interior Coal Province, Kansas, Oklahoma and Missouri: U.S. Geological Survey Open-File Report 83-266, vi, . :col. ill., maps ;28 cm., https://doi.org/10.3133/ofr83266.","productDescription":"vi, . :col. ill., maps ;28 cm.","costCenters":[],"links":[{"id":95058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0266/report.pdf","size":"39488","linkFileType":{"id":1,"text":"pdf"}},{"id":144779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0266/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604693","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":165114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":165115,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17267,"text":"ofr83872 - 1983 - Instrumentation for measuring and recording streamflow data at river-control structures","interactions":[],"lastModifiedDate":"2012-02-02T00:07:22","indexId":"ofr83872","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-872","title":"Instrumentation for measuring and recording streamflow data at river-control structures","docAbstract":"Instrumentation was developed in the mid to late 60 's to resolve the dilemma of intolerably high percentages of missing streamflow records on certain large and highly controlled streams in industrialized parts of the United States. Analysis of the field situation at specific problem sites quickly suggested that conventional stream gaging techniques should be supplanted by new instruments, designed to measure key hydraulic data at the nearest stream control structures. The key data were found universally to include some combination of a length measurement to specify the vertical height of a gate opening in a dam; measurement of pressure head differential in a turbine; a count of lockages; and precise measurement of time, to give one master reference scale to which all measurements could be keyed. The instruments designed to collect such key data are the shaft position digitizer, the shaft output follower, the STACOM manometer, the lock pressure switch, and the digital data collection console. Although their design was prompted by the need to collect data at river control structures their potential for field use is not that restrictive. Several of these instruments have already found widespread use in the hydrologic data collection program at large. In the 12-1/2 yr period from June 1968 to December 1980 nineteen different river control structures were instrumented. The general experience to date has been a marked improvement in completeness of record, with the average performance somewhere in the 80 percentile range. Performance percentiles at individual sites have ranged from the mid 90 's to about 70. Maintenance records show the instruments to be virtually trouble free, except for the unpredictable acts of nature and man. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83872","usgsCitation":"Instrument Development Laboratory, 1983, Instrumentation for measuring and recording streamflow data at river-control structures: U.S. Geological Survey Open-File Report 83-872, iv, 33 p. :ill. ;28 cm., https://doi.org/10.3133/ofr83872.","productDescription":"iv, 33 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":149977,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0872/report-thumb.jpg"},{"id":46412,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0872/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e8e4b07f02db5e90e7","contributors":{"authors":[{"text":"Instrument Development Laboratory","contributorId":128084,"corporation":true,"usgs":false,"organization":"Instrument Development Laboratory","id":529011,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17896,"text":"ofr83772 - 1983 - Water-resources investigations of the U.S. Geological Survey in New Mexico; fiscal year 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr83772","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-772","title":"Water-resources investigations of the U.S. Geological Survey in New Mexico; fiscal year 1981","docAbstract":"The Water Resources Division of the U.S. Geological Survey investigates the occurrence, quantity, quality, distribution, and movement of the Nation 's surface and underground waters, and coordinates Federal water data acquisition activities. During fiscal year 1981, the New Mexico District had 40 active projects, released 19 reports, and answered hundreds of requests of water-related information. Investigations included the following: (1) chemical quality of surface water in New Mexico; (2) chemical quality of groundwater in New Mexico; (3) sediment transport in New Mexico streams; (4) surface water supply; (5) surface water diversions for irrigation; (6) streamflow characteristics; (7) effect of urban development on storm runoff; (8) inundation from floods; (9) effects of groundwater pumping; (10) long-term monitoring of groundwater levels; (11) groundwater and surface water relationships; (12) consumptive use by phreatophytes; (13) hydrologic impacts of energy development; and (14) groundwater supplies. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83772","usgsCitation":"White, R.R., and Wells, J., 1983, Water-resources investigations of the U.S. Geological Survey in New Mexico; fiscal year 1981: U.S. Geological Survey Open-File Report 83-772, v, 43 p. :maps ;28 cm., https://doi.org/10.3133/ofr83772.","productDescription":"v, 43 p. :maps ;28 cm.","costCenters":[],"links":[{"id":149134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0772/report-thumb.jpg"},{"id":47133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0772/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d7c","contributors":{"authors":[{"text":"White, Robert R. (compiler)","contributorId":17627,"corporation":false,"usgs":true,"family":"White","given":"Robert","suffix":"(compiler)","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":178136,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":178137,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17897,"text":"ofr82912 - 1983 - Water-resources investigations of the U.S. Geological Survey in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr82912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-912","title":"Water-resources investigations of the U.S. Geological Survey in South Dakota","docAbstract":"Project descriptions and lists of hydrologic-data stations are presented to show the status of the U.S. Geological Survey water-resources studies in South Dakota. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82912","usgsCitation":"LeRoux, E.F., and Decker, E., 1983, Water-resources investigations of the U.S. Geological Survey in South Dakota: U.S. Geological Survey Open-File Report 82-912, iii, 50 p. :ill. ;28 cm., https://doi.org/10.3133/ofr82912.","productDescription":"iii, 50 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":149135,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0912/report-thumb.jpg"},{"id":47134,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0912/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4dde","contributors":{"authors":[{"text":"LeRoux, E. F.","contributorId":29795,"corporation":false,"usgs":true,"family":"LeRoux","given":"E.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":178138,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Decker, E.M.","contributorId":43345,"corporation":false,"usgs":true,"family":"Decker","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":178139,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18826,"text":"ofr8453 - 1983 - Inventory and analyses of information for flood plain management in North Dakota","interactions":[],"lastModifiedDate":"2022-09-29T19:53:02.054811","indexId":"ofr8453","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"84-53","title":"Inventory and analyses of information for flood plain management in North Dakota","docAbstract":"<p>Governmental units that have been identified as having flood hazard areas but do not have detailed base flood information are required to use the \"best available data\" to regulate new development or expansion of existing development in flood prone areas. Information for flood plain management has been identified for 95 governmental units in North Dakota and includes the determination of what data are available regarding flood hazards, hydraulics, and hydrology, and a review of these data to determine their adequacy for use in flood plain management. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8453","usgsCitation":"Emerson, D.G., and Wald, J.D., 1983, Inventory and analyses of information for flood plain management in North Dakota: U.S. Geological Survey Open-File Report 84-53, Report: iv, 201 p.; 1 Plate: 12.99 x 9.13 inches, https://doi.org/10.3133/ofr8453.","productDescription":"Report: iv, 201 p.; 1 Plate: 12.99 x 9.13 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":110089,"rank":700,"type":{"id":36,"text":"NGMDB Index 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G.","contributorId":39385,"corporation":false,"usgs":true,"family":"Emerson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179810,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wald, J. D.","contributorId":30993,"corporation":false,"usgs":true,"family":"Wald","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":179809,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19663,"text":"ofr84135 - 1983 - Data for ground-water studies of the San Juan Basin, New Mexico (1982-83)","interactions":[],"lastModifiedDate":"2022-08-29T18:17:29.201772","indexId":"ofr84135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"84-135","title":"Data for ground-water studies of the San Juan Basin, New Mexico (1982-83)","docAbstract":"Ground-water data that can be used for futher hydrologic studies in the San Juan structural basin of New Mexico are reported. Descriptions and a location map of 64 observation wells, a list of water levels measured in the observation wells, water-level hydrographs of 32 wells, 15 partial chemical analyses of water samples from wells, and descriptions and a location map of 264 potential observations wells are included. The latter are wells for which good records exist. Their potential for use as observation wells needs to be verified in the field. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84135","usgsCitation":"Klausing, R., and Welder, G.E., 1983, Data for ground-water studies of the San Juan Basin, New Mexico (1982-83): U.S. Geological Survey Open-File Report 84-135, Report: 46 p.; 2 Plates: 19.38 × 21.90 inches and 19.49 × 22.15 inches, https://doi.org/10.3133/ofr84135.","productDescription":"Report: 46 p.; 2 Plates: 19.38 × 21.90 inches and 19.49 × 22.15 inches","costCenters":[],"links":[{"id":49128,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0135/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":49127,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0135/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":49126,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0135/report-thumb.jpg"}],"country":"United States","state":"New Mexico","otherGeospatial":"San Juan Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109,\n              35\n            ],\n            [\n              -107.333,\n              35\n            ],\n            [\n              -107.333,\n              37\n            ],\n            [\n              -109,\n              37\n            ],\n            [\n              -109,\n              35\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c92f","contributors":{"authors":[{"text":"Klausing, R.L.","contributorId":73205,"corporation":false,"usgs":true,"family":"Klausing","given":"R.L.","affiliations":[],"preferred":false,"id":181295,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":181296,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21378,"text":"ofr83775 - 1983 - Summary of hydrologic information in the El Paso, Texas, area, with emphasis on ground-water studies, 1903-80","interactions":[],"lastModifiedDate":"2022-12-28T22:42:12.013699","indexId":"ofr83775","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-775","title":"Summary of hydrologic information in the El Paso, Texas, area, with emphasis on ground-water studies, 1903-80","docAbstract":"<p>Significant development of ground water in the El Paso area started in the early 1900's; pumping gradually increased to the early 1950's and has since accelerated commensurate with the area's rapid population growth. In 1980, withdrawals of ground water for municipal, industrial, and military supplies totaled 164,354 acre-feet (203 cubic hectometers) within the El Paso, Fort Bliss, and Ciudad Juarez, Mexico metropolitan area, and adjacent areas in Texas and New Mexico. Most of the water, 132,652 acre-feet (164 cubic hectometers), was pumped from the Hueco bolson, the principal aquifer. The Mesilla bolson and Rio Grande alluvium in the lower Mesilla Valley supplied 27,461 and 4,241 acre-feet (34 and 5 cubic hectometers) respectively.</p>\n<p>The cumulative 1906 through 1980 withdrawals of ground water from the Hueco bolson metro area total 3.0 million acre-feet (3.7 cubic kilometers)-about 2.2 million acre-feet (2.7 cubic kilometers) has been pumped in the United States and 0.8 million acre-feet (1.0 cubic kilometers) in the Republic of Mexico. These withdrawals have caused water levels to decline about 130 feet (40 meters) in the downtown sections of El Paso and Ciudad Juarez. In January 1980 the theoretically recoverable volume of freshwater in storage within the Texas part of the Hueco bolson metro area was estimated at 10.0 million acre-feet (12 cubic kilometers). Dissolved-solids concentrations in recent samples from Hueco bolson wells averaged 642 milligrams per liter in the Texas part of the metropolitan area and 736 milligrams per liter in Ciudad Juarez. Concentrations are increasing at an average-annual rate of about 10 milligrams per liter in Texas and 30 milligrams per liter in Juarez.</p>\n<p>Ground water in the lower Mesilla Valley is pumped for municipal and industrial supply and also for supplemental crop irrigation during years of inadequate surface-water supply in the Rio Grande. The 1979-80 withdrawals in the valley averaged about 31,000 acre-feet per year (38 cubic hectometers). Most of the water, about 21,000 to 22,000 acre-feet per year (26 to 27 cubic hectometers), was pumped from shallow, medium depth, and deep wells in the Canutillo field. Dissolved-solids concentrations from recent samples from Canutillo wells ranged from 252 to 1,854 milligrams per liter.</p>\n<p>Flow in the Rio Grande is diverted for crop irrigation in the United States and the Republic of Mexico, and for limited municipal supply in El Paso. The flow is regulated by releases from reservoirs in New Mexico and varies widely in both quantity and quality (dissolved-solids concentrations). During 1943-80, the flow at El Paso ranged from 57,481 acre-feet (71 cubic hectometers) in 1956 to 631,800 acre-feet (779 cubic hectometers) in 1943 and averaged about 317,000 acre-feet per year (391 cubic hectometers).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr83775","usgsCitation":"White, D., 1983, Summary of hydrologic information in the El Paso, Texas, area, with emphasis on ground-water studies, 1903-80: U.S. Geological Survey Open-File Report 83-775, Report: vii, 77 p.; 11 Plates: 9.44 x 13.99 inches or smaller, https://doi.org/10.3133/ofr83775.","productDescription":"Report: vii, 77 p.; 11 Plates: 9.44 x 13.99 inches or smaller","numberOfPages":"85","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":50942,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50941,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50940,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154379,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0775/report-thumb.jpg"},{"id":50948,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0775/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50945,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50944,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50943,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411155,"rank":14,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14216.htm","linkFileType":{"id":5,"text":"html"}},{"id":50947,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50946,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50937,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50939,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50938,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0775/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"El Paso","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.61663202900219,\n              31.98623465212242\n            ],\n            [\n              -106.6148678918224,\n              31.83948038179544\n            ],\n            [\n              -106.5337175815559,\n              31.788510978845437\n            ],\n            [\n              -106.47373691744605,\n              31.74651506409178\n            ],\n            [\n              -106.44727485975004,\n              31.76601553785096\n            ],\n            [\n              -106.33966249178799,\n              31.68048299168001\n            ],\n            [\n              -106.3026156110141,\n              31.633932171213573\n            ],\n            [\n              -106.17736187125499,\n              31.998204252979477\n            ],\n            [\n              -106.61663202900219,\n              31.98623465212242\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64e3","contributors":{"authors":[{"text":"White, D. E.","contributorId":20729,"corporation":false,"usgs":false,"family":"White","given":"D. E.","affiliations":[{"id":6672,"text":"former: USGS Southwest Biological Science Center, Colorado Plateau Research Station, Flagstaff, AZ. Current address:  TN-SCORE, Univ of Tennessee, Knoxville, TN, e-mail: jennen@gmail.com","active":true,"usgs":false}],"preferred":false,"id":184317,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21515,"text":"ofr83769 - 1983 - Hydrologic data from an area southwest of Tallahassee, Florida, where municipal wastewater effluent is applied by spray irrigation","interactions":[],"lastModifiedDate":"2012-02-02T00:07:44","indexId":"ofr83769","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-769","title":"Hydrologic data from an area southwest of Tallahassee, Florida, where municipal wastewater effluent is applied by spray irrigation","docAbstract":"The effects of spray irrigation using municipal wastewater effluent on a ground-water system (in particular, on the water of the Floridan aquifer) were investigated. The area irrigated was 4 miles southwest of Tallahassee, Florida, on an area covered in part by pine forest and in part by selected grasses and forage crops. Hydrologic and geologic data were collected from 1972 to 1981. Hydrologic data include ground-water levels, water quality, and spray-irrigation rates. Ground-water level measurements were made at 60 wells. Water-quality samples were collected at 1 municipal wastewater effluent site, 3 springs, 17 soil sites, and 64 wells. Water-quality data were obtained from physical, chemical, and bacteriological analyses. Geologic data include geophysical logs and lithologic descriptions of 34 wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83769","usgsCitation":"Yurewicz, M., 1983, Hydrologic data from an area southwest of Tallahassee, Florida, where municipal wastewater effluent is applied by spray irrigation: U.S. Geological Survey Open-File Report 83-769, iv, 157 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83769.","productDescription":"iv, 157 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153103,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0769/report-thumb.jpg"},{"id":51092,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0769/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60774e","contributors":{"authors":[{"text":"Yurewicz, M.C.","contributorId":40237,"corporation":false,"usgs":true,"family":"Yurewicz","given":"M.C.","email":"","affiliations":[],"preferred":false,"id":184576,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25711,"text":"wri834109 - 1983 - Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834109","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":"83-4109","title":"Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","docAbstract":"About 93 percent of the Nation 's estimated 30 billion barrels of crude oil in tar sand deposits is in 11 tar-sand deposits in eastern Utah that were chosen for leasing by the Federal government. The Tar Sand Triangle area, which contains about 15 billion barrels of oil, is the largest. This area and the Sunnyside and P R Springs areas contain more than three-fourths of the Utah reserves. About 88,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 365,000 barrels per day. At this rate, most of the recoverable oil would be mined within 30 years. About 22,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 83,000 barrels per day. Impacts on local hydrology would be greatest in the Tar Sand Triangle, Sunnyside, and P R Springs areas. Impacts could be minimized with proper construction of surface facilities to decrease erosion, sediment transport, and impoundment of mining and retort water. Increases in salinity of the Colorado River at Imperial Dam, Ariz.-Calif., could be about 3 milligrams per liter, with a peak of 9 milligrams per liter, for a 365 ,000-barrel-per-day industry and less than 1 milligram per liter , with a peak of 2 milligrams per liter, for an 83 ,000-barrel-per-day industry. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834109","usgsCitation":"Lindskov, K., 1983, Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4109, x, 130 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834109.","productDescription":"x, 130 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123362,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4109/report-thumb.jpg"},{"id":54471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c09e","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":194758,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25715,"text":"wri834238 - 1983 - Precipitation-runoff modeling system; user's manual","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834238","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":"83-4238","title":"Precipitation-runoff modeling system; user's manual","docAbstract":"The concepts, structure, theoretical development, and data requirements of the precipitation-runoff modeling system (PRMS) are described. The precipitation-runoff modeling system is a modular-design, deterministic, distributed-parameter modeling system developed to evaluate the impacts of various combinations of precipitation, climate, and land use on streamflow, sediment yields, and general basin hydrology. Basin response to normal and extreme rainfall and snowmelt can be simulated to evaluate changes in water balance relationships, flow regimes, flood peaks and volumes, soil-water relationships, sediment yields, and groundwater recharge. Parameter-optimization and sensitivity analysis capabilites are provided to fit selected model parameters and evaluate their individual and joint effects on model output. The modular design provides a flexible framework for continued model system enhancement and hydrologic modeling research and development. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834238","usgsCitation":"Leavesley, G., Lichty, R., Troutman, B., and Saindon, L., 1983, Precipitation-runoff modeling system; user's manual: U.S. Geological Survey Water-Resources Investigations Report 83-4238, vii, 207 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834238.","productDescription":"vii, 207 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4238/report-thumb.jpg"},{"id":54474,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f67","contributors":{"authors":[{"text":"Leavesley, G.H.","contributorId":93895,"corporation":false,"usgs":true,"family":"Leavesley","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":194774,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lichty, R.W.","contributorId":46987,"corporation":false,"usgs":true,"family":"Lichty","given":"R.W.","affiliations":[],"preferred":false,"id":194772,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Troutman, B.M.","contributorId":73638,"corporation":false,"usgs":true,"family":"Troutman","given":"B.M.","email":"","affiliations":[],"preferred":false,"id":194773,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Saindon, L.G.","contributorId":103281,"corporation":false,"usgs":false,"family":"Saindon","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":194775,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26696,"text":"wri834047 - 1983 - Hydrologic conditions in the Wheatland Flats area, Platte County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:32:01","indexId":"wri834047","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":"83-4047","title":"Hydrologic conditions in the Wheatland Flats area, Platte County, Wyoming","docAbstract":"The area includes about 260 square miles in central Platte County that consists of Wheatland Flats and a border region. Wheatland Flats is an area of about 100 square miles that is bounded by Chugwater Creek on the east, the Laramie River on the north, and Sybille Creek on the west. The southern boundary is approximately the southernmost limit of alluvial terrace deposits. Surface water diverted from the Laramie River along with ground water from wells is used to irrigate about 57,000 acres most of which are on and adjacent to Wheatland Flats. More than 200 wells are used for irrigation, industrial, and municipal supplies. The wells are completed in an upper aquifer consisting primarily of shallow alluvial deposits of Quaternary age and a lower aquifer, the Arikaree Formation of early Miocene age. Net water-level decline after approximately 20 years (1958-60 to 1979) generally is less than 10 feet in each aquifer , although declines of as much as 13 feet have occurred in the Airkaree Formation at specific locations. A digital model was used to simulate hydrologic conditions in the Wheatland Flats area. The model indicated that ground-water discharge to streams decreased by 10 percent from 1971 to 1978. Stream-discharge measurements are not available to verify the loss. However, it is reasonable to assume, on the basis of hydraulic-head decline in the aquifers, that there has been some ground-water contribution to the stream. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834047","usgsCitation":"Crist, M.A., 1983, Hydrologic conditions in the Wheatland Flats area, Platte County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 83-4047, v, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834047.","productDescription":"v, 41 p. :ill., maps ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":123554,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4047/report-thumb.jpg"},{"id":55562,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4047/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55563,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4047/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55564,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4047/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55565,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6113ae","contributors":{"authors":[{"text":"Crist, M. A.","contributorId":84799,"corporation":false,"usgs":true,"family":"Crist","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196845,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27663,"text":"wri834121E - 1983 - Map showing outcrops of ash-flow tuffs, Basin and Range Province and vicinity, Trans-Pecos Texas","interactions":[],"lastModifiedDate":"2017-11-21T14:37:32","indexId":"wri834121E","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":"83-4121","chapter":"E","title":"Map showing outcrops of ash-flow tuffs, Basin and Range Province and vicinity, Trans-Pecos Texas","docAbstract":"<p>This map report is one of a series of geologic and hydrologic maps covering all or parts of the States within the Basin and Range province of the western United States, resulting from work under the U.S. Geological Survey's program for geologic and hydrologic evaluation of the Basin and Range province to identify potentially suitable regions for future study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984) . </p><p>The map report on the ash-flow tuffs of Trans-Pecos Texas was prepared from published maps and reports and from recent work in progress by geologists of the Texas Bureau of Economic Geology, and was compiled utilizing the project guidelines of Sargent and Bedinger (1984). The map shows the outcrops and localities of measured thicknesses of the ash-flow tuffs that resulted from silicic volcanism 38 to 28 million years ago (Henry and McDowell, 1982). Locally, however, some thin, inadequately studied tuffs of limited distribution have been excluded from the map. Such tuffs are reported in the \"lower rhyolite\" in the Eagle Mountains (Underwood, 1963), in the southern Davis Mountains (Parker, 1977), within parts of the Shely Group and Morita Ranch Formation in the Chinati Mountains (Cepeda and Henry, 1983) , and in the Rawls Formation in the Bofecillos Mountains (McKnight, 1969). The distribution of most ash-flow tuffs in the northern Davis and Wylie Mountains is not well known. The Chambers Tuff, largely tuffaceous sedimentary rocks, is reported to contain several ash-flow tuffs (Walton, 1972), but their distribution is poorly documented. Metamorphosed ash-flow tuffs of Precambrian age in the Thunderbird Group in the Franklin Mountains (Thomann, 1981) and in the Carrizo Mountain Group near Van Horn (Rudnick , 1983) were not included on the map. In some areas studied in reconnaissance, the definitive lithology of some volcanic units described as lava flows or tuffs has not been determined. </p><p>In the Description of Map Units, the general location, caldera source and volume of tuff, isotopic age, if available, lithologic data, and the reference sources for each geologic unit are described. The nomenclature of the geologic units is from published reports and does not necessarily conform to U.S. Geological Survey usage.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834121E","collaboration":"Prepared in cooperation with the Texas Bureau of Economic Geology","usgsCitation":"1983, Map showing outcrops of ash-flow tuffs, Basin and Range Province and vicinity, Trans-Pecos Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4121, Report: 8 p.; 3 Plates: 52.69 x 26.24 inches or smaller, https://doi.org/10.3133/wri834121E.","productDescription":"Report: 8 p.; 3 Plates: 52.69 x 26.24 inches or smaller","costCenters":[],"links":[{"id":349225,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4121e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349226,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4121e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349227,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4121e/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56516,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4121e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120145,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4121e/report-thumb.jpg"}],"scale":"25000","datum":"National Geodetic Datum of 1929","country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.5,\n              29\n            ],\n            [\n              -102,\n              29\n            ],\n            [\n              -102,\n              32\n            ],\n            [\n              -106.5,\n              32\n            ],\n            [\n              -106.5,\n              29\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4890","contributors":{"compilers":[{"text":"Henry, Christopher D.","contributorId":36556,"corporation":false,"usgs":true,"family":"Henry","given":"Christopher D.","affiliations":[],"preferred":false,"id":723108,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Fisher, Gail L.","contributorId":200706,"corporation":false,"usgs":false,"family":"Fisher","given":"Gail","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":723109,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}}
,{"id":27779,"text":"wri834150 - 1983 - Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri834150","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":"83-4150","title":"Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming","docAbstract":"The hydrologic effects of proposed irrigation with groundwater of 8,320 acres of land in Muleshoe Flat, a 34 sq mi area in west-central Platte County, Wyoming, were assessed. Results generated by a digital groundwater flow model indicate that, at the end of a 40-yr period, groundwater level declines of more than 50 ft can be expected in an area of 12.5 sq mi and of more than 200 ft in an area of 7 sq mi. In addition, streamflow depletions of 4,300 acre-ft/yr can be expected in the Laramie River and 4,700 acre-ft/yr in Sybille Creek. Additional hydrologic field data collection prior to initiation of the proposed irrigation development would improve these assessments. Applications for the proposed irrigation wells were denied subsequent to the data collection and analysis described in this report. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834150","usgsCitation":"Hoxie, D., 1983, Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 83-4150, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834150.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4150/report-thumb.jpg"},{"id":56622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606be0","contributors":{"authors":[{"text":"Hoxie, D.T.","contributorId":63434,"corporation":false,"usgs":true,"family":"Hoxie","given":"D.T.","email":"","affiliations":[],"preferred":false,"id":198675,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27998,"text":"wri834007 - 1983 - Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas","interactions":[],"lastModifiedDate":"2022-01-10T20:04:36.318938","indexId":"wri834007","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":"83-4007","title":"Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas","docAbstract":"<p>Disturbances resulting from intensive coal mining in the Cherry Creek basin of southeastern Kansas were investigated using color and color-infrared aerial photography in conjunction with water-quality data from simultaneously acquired samples. Imagery was used to identify the type and extent of vegetative cover on strip-mined lands and the extent and success of reclamation practices. Drainage patterns, point sources of acid mine drainage, and recharge areas for underground mines were located for onsite inspection. Comparison of these interpretations with water-quality data illustrated differences between the eastern and western parts of the Cherry Creek basin. Contamination in the eastern part is due largely to circulation of water from unreclaimed strip mines and collapse features through the network of underground mines and subsequent discharge of acidic drainage through seeps. Contamination in the western part is primarily caused by runoff and seepage from strip-mined lands in which surfaces have frequently been graded and limed but are generally devoid of mature stands of soil-anchoring vegetation. The successful use of aerial photography in the study of Cherry Creek basin indicates the potential of using remote-sensing techniques in studies of other coal-mined regions.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834007","usgsCitation":"Kenny, J.F., and McCauley, J.R., 1983, Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 83-4007, Report: iv, 33 p.; 1 Plate: 16.01 × 18.60 inches, https://doi.org/10.3133/wri834007.","productDescription":"Report: iv, 33 p.; 1 Plate: 16.01 × 18.60 inches","costCenters":[],"links":[{"id":56824,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394124,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35653.htm"},{"id":56825,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4007/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.9720,\n              37.158\n            ],\n            [\n              -94.5730,\n              37.158\n            ],\n            [\n              -94.5730,\n              37.333\n            ],\n            [\n              -94.9720,\n              37.333\n            ],\n            [\n              -94.9720,\n              37.158\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a8ad","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCauley, J. R.","contributorId":97533,"corporation":false,"usgs":true,"family":"McCauley","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199039,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28017,"text":"wri834104 - 1983 - An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri834104","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":"83-4104","title":"An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834104","usgsCitation":"Kilpatrick, F.A., Condes de la Torre, A., and Hutchinson, R.D., 1983, An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey: U.S. Geological Survey Water-Resources Investigations Report 83-4104, ii, 16, 120 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834104.","productDescription":"ii, 16, 120 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121505,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4104/report-thumb.jpg"},{"id":56850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684d77","contributors":{"authors":[{"text":"Kilpatrick, F. A.","contributorId":22319,"corporation":false,"usgs":true,"family":"Kilpatrick","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199073,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":199074,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hutchinson, R. D.","contributorId":99112,"corporation":false,"usgs":true,"family":"Hutchinson","given":"R.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199075,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28332,"text":"wri824101 - 1983 - Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2024-02-14T22:20:37.674086","indexId":"wri824101","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":"82-4101","title":"Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana","docAbstract":"The Greenleaf-Miller area of the Ashland coal field contains reserves of Federal coal that have been identified for potential lease sale. A hydrologic study was conducted in the potential lease area in 1981 to describe the existing hydrologic system and to assess potential impacts of surface coal mining on local water resources. The hydrologic data collected from wells, test holes, and springs were used to identify aquifers in the alluvium (Pleistocene and Holocene age) and the Tongue River member of the Fort Union Formation (Paleocene age). Coal, clinker, and sandstone beds comprise the aquifers in the Tongue River Member. Most streams are ephemeral and flow only as a result of precipitation. The only perennial surface-water flow in the study area is along short reaches downstream from springs. A mine plan for the area is not available; thus, the location of mine cuts, direction and rate of the mine expansion, and duration of mining are unknown. The mining of the Sawyer and Knoblock coal beds in the Tonge River Member would effect ground-water flow in the area. Declines in the potentiometric surface would be caused by dewatering where the mine pits intersect the water table. Wells and springs would be removed in the mine area; however, deeper aquifers are available as replacement sources of water. The chemical quality of the ground water would change after moving through the spoils. The change would be an increase in the concentration of dissolved solids. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824101","usgsCitation":"Levings, G.W., 1983, Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 82-4101, iv, 35 p., https://doi.org/10.3133/wri824101.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":425668,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35609.htm","linkFileType":{"id":5,"text":"html"}},{"id":57139,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123307,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4101/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Ashland coal field, Greenleaf-Miller area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.585,\n              45.78\n            ],\n            [\n              -106.585,\n              45.683\n            ],\n            [\n              -106.336,\n              45.683\n            ],\n            [\n              -106.336,\n              45.78\n            ],\n            [\n              -106.585,\n              45.78\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68386d","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199609,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29286,"text":"wri834155 - 1983 - Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","interactions":[],"lastModifiedDate":"2022-01-05T22:28:19.382641","indexId":"wri834155","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":"83-4155","title":"Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","docAbstract":"Ground-water conditions before, during, and after surface mining of a small watershed are described as part of a study to determine the effects of mining on hydrologic systems. The watershed was underlain by stratified sedimentary rocks containing three aquifers. The top and middle aquifers were perched above clay beds that underlay the major coal seams; the lowermost aquifer is part of a regional aquifer system and neither water levels nor water quality have been affected by mining. Replacement of the top aquifer by spoils during mining has caused many changes in the land surface, recharge rates, discharge rates, saturated thickness, water-table gradient, hydraulic conductivity, storage, and water quality. Changes in the middle aquifer include: the amount of recharge from precipitation, amount of leakage through the overlying clay bed, and water quality in some areas. Resaturation of the mining spoils during postmining has been slow and irregular, however, water levels in wells in the middle aquifer have remained virtually unchanged. The water quality in the mining spoils is significantly poorer than water in the original aquifer. Specific conductance concentration of water in the spoils is 2 ,020 micromhos per centimeter and sulfate is 940 milligrams per liter. Water levels and water quality in the deep aquifer have not been affected by mining. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834155","usgsCitation":"Razem, A., 1983, Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4155, iv, 40 p., https://doi.org/10.3133/wri834155.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":393944,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35812.htm"},{"id":123456,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4155/report-thumb.jpg"},{"id":58131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","county":"Coshocton County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.4,\n              40.156\n            ],\n            [\n              -81.245,\n              40.156\n            ],\n            [\n              -81.245,\n              40.2450\n            ],\n            [\n              -81.4,\n              40.2450\n            ],\n            [\n              -81.4,\n              40.156\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667497","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201282,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29330,"text":"wri824081 - 1983 - Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824081","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":"82-4081","title":"Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","docAbstract":"An intensive limnological study of Shasta Lake was made in conjunction with the California Department of Water Resources during the 1977 drought. Water-quality data were collected from March 1977 through September 1978 at six lake stations and four lake tributary stations. Data collected during and after the drought were compared. Lake water quality is described as a function of lake morphometry, climate, hydrology, and reservoir hydraulics. Results indicate Shasta Lake is a warm monomictic lake. Tributary inflow to the lake and outflow through the dam generate density currents which promote mixing at depth and the development of an extensive metalimnion. During the drought, record low lake levels resulted in the exposure of an extensive nearshore sediment zone. Resuspended sediments caused a deterioration of water quality. The most notable effects, in comparison with post-drought conditions, were decreased light penetration, increased dissolved-solids concentration and specific conductance, decreased dissolved-oxygen concentrations, and elevated nutrient levels. A hypolimnetic anoxic condition was observed at the upstream stations of the lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824081","usgsCitation":"Rettig, S., and Bortleson, G.C., 1983, Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought: U.S. Geological Survey Water-Resources Investigations Report 82-4081, vii, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824081.","productDescription":"vii, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4081/report-thumb.jpg"},{"id":58168,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5220","contributors":{"authors":[{"text":"Rettig, S.A.","contributorId":104105,"corporation":false,"usgs":true,"family":"Rettig","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":201357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":29871,"text":"wri824109 - 1983 - Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida","interactions":[],"lastModifiedDate":"2024-01-08T23:01:11.323275","indexId":"wri824109","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":"82-4109","title":"Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida","docAbstract":"The proposed deepening of the navigation channel in the St. Johns River to about 46-48 feet below sea level (45 feet below mean low water) may breach up to 11 feet of limestone unit of the lower part of the surficial aquifer along a 25-mile channel. The limestone supplies water to numerous domestic wells along the river in the Jacksonville area. Recent channel improvements to about 39 feet below sea level have already breached the limestone at many locations. Where breaching has not yet occurred, less than 1 to 6 feet of undifferentiated sediments overlie the limestone. These sediments, consisting predominantly of sand, are generally too permeable to form an effective confining layer. Chloride concentrations determined from water in wells tapping the limestone unit range from 8 to 6,600 milligrams per liter. However, chloride concentrations in water from wells located more than 500 feet from the river, were generally less than 30 milligrams per liter. The proposed dredging operation is not expected to alter significantly the present hydrologic system. The current position of the interface most likely represents conditions that will be present after future channel improvements. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824109","usgsCitation":"Spechler, R., and Stone, R.B., 1983, Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4109, iv, 38 p., https://doi.org/10.3133/wri824109.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":424204,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35616.htm","linkFileType":{"id":5,"text":"html"}},{"id":58685,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123308,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4109/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Duval County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.72156565133055,\n              30.471947232313866\n            ],\n            [\n              -81.72156565133055,\n              30.27618396890138\n            ],\n            [\n              -81.39844829812067,\n              30.27618396890138\n            ],\n            [\n              -81.39844829812067,\n              30.471947232313866\n            ],\n            [\n              -81.72156565133055,\n              30.471947232313866\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a369","contributors":{"authors":[{"text":"Spechler, R. M.","contributorId":85961,"corporation":false,"usgs":true,"family":"Spechler","given":"R. M.","affiliations":[],"preferred":false,"id":202279,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stone, R. B. Jr.","contributorId":71598,"corporation":false,"usgs":true,"family":"Stone","given":"R.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202278,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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