{"pageNumber":"4136","pageRowStart":"103375","pageSize":"25","recordCount":166022,"records":[{"id":17474,"text":"ofr89559 - 1989 - Phosphorite potential in the continental shelf off Georgia: Results of the TACTS core studies","interactions":[],"lastModifiedDate":"2019-11-26T06:43:29","indexId":"ofr89559","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-559","title":"Phosphorite potential in the continental shelf off Georgia: Results of the TACTS core studies","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89559","usgsCitation":"Huddlestun, P., Henry, V.J., Commeau, J.A., Da Silva, J., Manheim, F., Popenoe, P., and Herring, J.R., 1989, Phosphorite potential in the continental shelf off Georgia: Results of the TACTS core studies: U.S. Geological Survey Open-File Report 89-559, 64 p., https://doi.org/10.3133/ofr89559.","productDescription":"64 p.","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":150713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0559/report-thumb.jpg"},{"id":46628,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0559/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.8756103515625,\n              30.670990790779168\n            ],\n            [\n              -80.76599121093749,\n              30.670990790779168\n            ],\n            [\n              -80.76599121093749,\n              32.310348764525806\n            ],\n            [\n              -81.8756103515625,\n              32.310348764525806\n            ],\n            [\n              -81.8756103515625,\n              30.670990790779168\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db687616","contributors":{"editors":[{"text":"Manheim, F.T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":74018,"corporation":false,"usgs":true,"family":"Manheim","given":"F.T.","affiliations":[],"preferred":false,"id":749232,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Huddlestun, Paul","contributorId":9669,"corporation":false,"usgs":true,"family":"Huddlestun","given":"Paul","email":"","affiliations":[],"preferred":false,"id":776154,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Henry, Vernon J.","contributorId":138788,"corporation":false,"usgs":false,"family":"Henry","given":"Vernon","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":776155,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Commeau, Judith A.","contributorId":32137,"corporation":false,"usgs":true,"family":"Commeau","given":"Judith","email":"","middleInitial":"A.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":776156,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Da Silva, Jana","contributorId":220908,"corporation":false,"usgs":false,"family":"Da Silva","given":"Jana","email":"","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":776157,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Manheim, F.T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":55421,"corporation":false,"usgs":true,"family":"Manheim","given":"F.T.","affiliations":[],"preferred":false,"id":776158,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Popenoe, Peter","contributorId":104078,"corporation":false,"usgs":true,"family":"Popenoe","given":"Peter","affiliations":[],"preferred":false,"id":776159,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Herring, James R.","contributorId":95492,"corporation":false,"usgs":true,"family":"Herring","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":776160,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":27969,"text":"wri884145 - 1989 - Glacial history and geohydrology of the Irondequoit Creek Valley, Monroe County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri884145","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4145","title":"Glacial history and geohydrology of the Irondequoit Creek Valley, Monroe County, New York","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884145","usgsCitation":"Kappel, W.M., and Young, R., 1989, Glacial history and geohydrology of the Irondequoit Creek Valley, Monroe County, New York: U.S. Geological Survey Water-Resources Investigations Report 88-4145, v, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884145.","productDescription":"v, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4145/report-thumb.jpg"},{"id":56787,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56788,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4145/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56789,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4145/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679be1","contributors":{"authors":[{"text":"Kappel, William M.","contributorId":18754,"corporation":false,"usgs":true,"family":"Kappel","given":"William","middleInitial":"M.","affiliations":[],"preferred":false,"id":198982,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, R.A.","contributorId":87567,"corporation":false,"usgs":true,"family":"Young","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198983,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":61451,"text":"mf2067 - 1989 - Correlation chart of lower Cretaceous rocks, Madison Range to Lima Peaks area, southwestern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:12:33","indexId":"mf2067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2067","title":"Correlation chart of lower Cretaceous rocks, Madison Range to Lima Peaks area, southwestern Montana","language":"ENGLISH","doi":"10.3133/mf2067","usgsCitation":"Tysdal, R.G., Dyman, T.S., and Nichols, D.J., 1989, Correlation chart of lower Cretaceous rocks, Madison Range to Lima Peaks area, southwestern Montana: U.S. Geological Survey Miscellaneous Field Studies Map 2067, 1 section ;sheet 107 x 107 cm., folded in envelope 30 x 24 cm. +1 pamphlet (16 p. ; 28 cm.), https://doi.org/10.3133/mf2067.","productDescription":"1 section ;sheet 107 x 107 cm., folded in envelope 30 x 24 cm. +1 pamphlet (16 p. ; 28 cm.)","costCenters":[],"links":[{"id":183364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/1989/2067/report-thumb.jpg"},{"id":88965,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1989/2067/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":88966,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/mf/1989/2067/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6846c3","contributors":{"authors":[{"text":"Tysdal, R. G.","contributorId":8823,"corporation":false,"usgs":true,"family":"Tysdal","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":265666,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dyman, T. S.","contributorId":21161,"corporation":false,"usgs":false,"family":"Dyman","given":"T.","middleInitial":"S.","affiliations":[],"preferred":false,"id":265667,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nichols, D. J.","contributorId":55466,"corporation":false,"usgs":true,"family":"Nichols","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":265668,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":17326,"text":"ofr89292 - 1989 - Measured stratigraphic sections of West Canyon Limestone and equivalent strata (upper Mississippian-middle Pennsylvanian), lower Oquirrh Group, northern Utah and southeastern Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:07:22","indexId":"ofr89292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-292","title":"Measured stratigraphic sections of West Canyon Limestone and equivalent strata (upper Mississippian-middle Pennsylvanian), lower Oquirrh Group, northern Utah and southeastern Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89292","usgsCitation":"Davis, L., Dyman, T.S., Webster, G., and Schwarz, D., 1989, Measured stratigraphic sections of West Canyon Limestone and equivalent strata (upper Mississippian-middle Pennsylvanian), lower Oquirrh Group, northern Utah and southeastern Idaho: U.S. Geological Survey Open-File Report 89-292, 47 p. ill., map ;28 cm., https://doi.org/10.3133/ofr89292.","productDescription":"47 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":149821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0292/report-thumb.jpg"},{"id":46461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0292/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610f57","contributors":{"authors":[{"text":"Davis, L. E.","contributorId":23157,"corporation":false,"usgs":false,"family":"Davis","given":"L. E.","affiliations":[],"preferred":false,"id":175928,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dyman, T. S.","contributorId":21161,"corporation":false,"usgs":false,"family":"Dyman","given":"T.","middleInitial":"S.","affiliations":[],"preferred":false,"id":175927,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Webster, G.D.","contributorId":100870,"corporation":false,"usgs":true,"family":"Webster","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":175930,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Schwarz, D.","contributorId":76324,"corporation":false,"usgs":true,"family":"Schwarz","given":"D.","email":"","affiliations":[],"preferred":false,"id":175929,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":47493,"text":"b1787JK - 1989 - Upper Cretaceous and Paleogene sedimentary rocks and isotopic ages of Paleogene tuffs, Uinta basin, Utah.  Ages of late Paleogene and Neogene tuffs and the beginning of rapid regional extension, eastern boundary of the Basin and Range Province near Salt Lake City, Utah","interactions":[{"subject":{"id":47493,"text":"b1787JK - 1989 - Upper Cretaceous and Paleogene sedimentary rocks and isotopic ages of Paleogene tuffs, Uinta basin, Utah.  Ages of late Paleogene and Neogene tuffs and the beginning of rapid regional extension, eastern boundary of the Basin and Range Province near Salt Lake City, Utah","indexId":"b1787JK","publicationYear":"1989","noYear":false,"chapter":"J,K","title":"Upper Cretaceous and Paleogene sedimentary rocks and isotopic ages of Paleogene tuffs, Uinta basin, Utah.  Ages of late Paleogene and Neogene tuffs and the beginning of rapid regional extension, eastern boundary of the Basin and Range Province near Salt Lake City, Utah"},"predicate":"IS_PART_OF","object":{"id":33224,"text":"b1787 - 1987 - Evolution of sedimentary basins: Uinta and Piceance Basins","indexId":"b1787","publicationYear":"1987","noYear":false,"title":"Evolution of sedimentary basins: Uinta and Piceance Basins"},"id":1}],"isPartOf":{"id":33224,"text":"b1787 - 1987 - Evolution of sedimentary basins: Uinta and Piceance Basins","indexId":"b1787","publicationYear":"1987","noYear":false,"title":"Evolution of sedimentary basins: Uinta and Piceance Basins"},"lastModifiedDate":"2022-06-03T19:41:34.535442","indexId":"b1787JK","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1787","chapter":"J,K","title":"Upper Cretaceous and Paleogene sedimentary rocks and isotopic ages of Paleogene tuffs, Uinta basin, Utah.  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Ages of late Paleogene and Neogene tuffs and the beginning of rapid regional extension, eastern boundary of the Basin and Range Province near Salt Lake City, Utah: U.S. Geological Survey Bulletin 1787, Report: 46 p.; 2 Plates: 17.50 × 18.00 inches and 26.00 × 14.50 iinches, https://doi.org/10.3133/b1787JK.","productDescription":"Report: 46 p.; 2 Plates: 17.50 × 18.00 inches and 26.00 × 14.50 iinches","costCenters":[],"links":[{"id":84441,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1787j-k/plate-2.pdf","text":"1787-J Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":84440,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1787j-k/plate-1.pdf","text":"1787-K Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":401712,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21923.htm"},{"id":84442,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1787j-k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135761,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1787j-k/report-thumb.jpg"}],"scale":"510000","country":"United States","state":"Utah","otherGeospatial":"Uinta basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113,\n              40\n            ],\n            [\n              -109,\n              40\n            ],\n            [\n              -109,\n              41\n            ],\n            [\n              -113,\n              41\n            ],\n            [\n              -113,\n              40\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a24e4b07f02db60e5fe","contributors":{"authors":[{"text":"Bryant, Bruce bbryant@usgs.gov","contributorId":1355,"corporation":false,"usgs":true,"family":"Bryant","given":"Bruce","email":"bbryant@usgs.gov","affiliations":[],"preferred":false,"id":235549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Naeser, C. 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,{"id":27210,"text":"wri884099 - 1989 - The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984","interactions":[],"lastModifiedDate":"2017-02-07T08:21:23","indexId":"wri884099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4099","title":"The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984","docAbstract":"A proposal to deepen the lower Columbia River navigation channel in Oregon prompted a study of the vertical distribution of selected trace metals and organic compounds in bottom sediments. These data are needed to evaluate the effects of dredging and disposal operations. Elutriation testing of bottom material indicated chemical concentrations as large as 900 ug/L for barium, 6,500 ug/L for manganese, and 14 ug/L for nickel. The amount of oxygen present during elutriation testing of reduced bottom material was shown to have a negligble effect on manganese elutriate-test concentrations, but it did affect barium and iron concentrations. Sediment-associated organochlorine compounds detected in bottom-sediment core samples were as large as 0.1 ug/kg (micrograms/kilogram) for aldrin, 2.0 ug/kg for chlordane, 27 ug/kg for DDD, 5.0 ug/kg for DDE, 0.2 ug/kg for DDT, 0.2 ug/kg for dieldrin, 37 ug/kg for PCB 's 1.0 ug/kg for PCN 's and 1.0 ug/kg for heptachlor epoxide. Concentrations of cadmium, lead, and zinc in selected cores were found to exceed those of local basalts. Concentrations of cadmium, lead, and zinc were as large as 3.6 ug/g, 26 ug/g, and 210 ug/g respectively. Bottom-sediment concentrations of cadmium , chromium, copper, iron, and zinc associated with the less-than-100-micrometer size fraction are larger than those associated with the greater-than-100-micrometer fraction. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884099","usgsCitation":"Fuhrer, G.J., and Horowitz, A.J., 1989, The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984: U.S. Geological Survey Water-Resources Investigations Report 88-4099, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884099.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4099/report-thumb.jpg"},{"id":56086,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb4e","contributors":{"authors":[{"text":"Fuhrer, Gregory J. gjfuhrer@usgs.gov","contributorId":944,"corporation":false,"usgs":true,"family":"Fuhrer","given":"Gregory","email":"gjfuhrer@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":197738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Horowitz, Arthur J. 0000-0002-3296-730X horowitz@usgs.gov","orcid":"https://orcid.org/0000-0002-3296-730X","contributorId":1400,"corporation":false,"usgs":true,"family":"Horowitz","given":"Arthur","email":"horowitz@usgs.gov","middleInitial":"J.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true},{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":197739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26518,"text":"wri894055 - 1989 - Low-flow profiles of the Coosa River and tributaries in Georgia","interactions":[],"lastModifiedDate":"2021-01-27T19:46:48.073863","indexId":"wri894055","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4055","title":"Low-flow profiles of the Coosa River and tributaries in Georgia","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894055","usgsCitation":"Carter, R., Hopkins, E.H., and Perlman, H., 1989, Low-flow profiles of the Coosa River and tributaries in Georgia: U.S. Geological Survey Water-Resources Investigations Report 89-4055, iv, 217 p., 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,{"id":28539,"text":"wri884171 - 1989 - Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida","interactions":[],"lastModifiedDate":"2025-01-13T17:44:09.51239","indexId":"wri884171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4171","title":"Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida","docAbstract":"Pumpage from the Upper Floridan aquifer has caused a lowering of the potentiometric surface and has increased potential for saltwater intrusion into the aquifer in coastal areas of west-central Florida. Groundwater withdrawals are likely to increase because of expected population growth, especially in coastal areas. To increase the understanding of the potential and mechanics of saltwater intrusion, two sites were selected for study. Data were collected at each site from a centrally located deep well, and digital models were developed to simulate groundwater flow and solute transport. The northern site is in Hernando County near the town of Aripeka. The test well in the area was drilled about 1 mile from the coast to a depth of 820 ft. Freshwater was present in the carbonate rock aquifer to a depth of about 500 ft and saltwater occurred from 560 ft to the base of the aquifer at about 750 ft. Between the freshwater and saltwater is the zone of transition, also referred to as the freshwater-saltwater interface. The southern site is in Manatee County near the town of Rubonia. Drilling of the test well was completed at 1,260 ft, just below the base of the Upper Floridan aquifer. The transition zone in this well occurs between 875 and 975 ft within a highly permeable zone. Digital simulations show flow patterns similar to the cyclic flow of seawater and interface theory. Simulations have shown that saltwater contamination of coastal wells would not be noticed as quickly as water-level declines resulting from inland pumpage. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884171","usgsCitation":"Mahon, G., 1989, Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4171, iv, 47 p., https://doi.org/10.3133/wri884171.","productDescription":"iv, 47 p.","costCenters":[],"links":[{"id":119049,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4171/report-thumb.jpg"},{"id":57352,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466123,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47075.htm","text":"Hernando County"},{"id":466124,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47076.htm","text":"Manatee 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G.L. 0000-0002-7410-0261","orcid":"https://orcid.org/0000-0002-7410-0261","contributorId":28636,"corporation":false,"usgs":true,"family":"Mahon","given":"G.L.","affiliations":[],"preferred":false,"id":199988,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27390,"text":"wri894097 - 1989 - Methodology, results, and significance of an unsaturated-zone tracer test at an artificial-recharge facility, Tucson, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri894097","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4097","title":"Methodology, results, and significance of an unsaturated-zone tracer test at an artificial-recharge facility, Tucson, Arizona","docAbstract":"A tracer test conducted in 1987 at an artificial-recharge facility in Tucson, Arizona, indicates that solute movement through the poorly sorted stratified alluvial sediments in the unsaturated zone beneath a recharge basin takes place along preferential-flow paths. Movement of a tracer-laced pulse of reclaimed wastewater was monitored using pressure-vacuum lysimeters installed at depths that range from 11 to 45 ft below the bottom of the recharge basin. Tracer-breakthrough curves do not indicate a consistent relation between maximum tracer concentration and depth or between time of tracer breakthrough and depth. Apparent dispersion, as indicated by the slope of the rising leg of the tracer-breakthrough curve, shows no apparent relation with depth. In some cases, the tracer arrived earlier at deep sampling locations than at shallow ones. Velocity of solute flow ranged from 1.9 to 9.0 ft/day. Less interaction between recharge water and solid-phase materials in the unsaturated zone occurs under preferential-flow conditions than if flow occurred as a uniform wetting front. Flow of water through the unsaturated zone is concentrated into fingers or channels under preferential-flow conditions, and the renovating capability of soil is reduced because of the reduced surface area and reduced contact time in the biologically active part of the unsaturated profile. Chemical substances that normally would be decomposed by microbial activity or sorbed by sediment particles can move through the unsaturated zone and cause groundwater contamination under preferential-flow conditions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894097","usgsCitation":"Graham, D., 1989, Methodology, results, and significance of an unsaturated-zone tracer test at an artificial-recharge facility, Tucson, Arizona: U.S. Geological Survey Water-Resources Investigations Report 89-4097, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri894097.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4097/report-thumb.jpg"},{"id":56253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4097/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a02b","contributors":{"authors":[{"text":"Graham, D. D.","contributorId":68314,"corporation":false,"usgs":true,"family":"Graham","given":"D. D.","affiliations":[],"preferred":false,"id":198033,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28423,"text":"wri884098 - 1989 - Preliminary hydrogeologic evaluation of the Cincinnati Arch region for underground high-level radioactive waste disposal, Indiana, Kentucky, and Ohio","interactions":[],"lastModifiedDate":"2022-02-22T22:06:08.377081","indexId":"wri884098","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4098","title":"Preliminary hydrogeologic evaluation of the Cincinnati Arch region for underground high-level radioactive waste disposal, Indiana, Kentucky, and Ohio","docAbstract":"<p>Preliminary interpretation of available hydrogeologic data suggests that some areas underlying eastern Indiana, north-central Kentucky, and western Ohio might be worthy of further study regarding the disposal of high-level radioactive waste in Precambrian crystalline rocks buried beneath Paleozoic sedimentary rocks in the area. The data indicate that (1) largest areas of deepest potential burial and thickest sedimentary rock cover occur in eastern Indiana; (2) highest concentrations of dissolved solids in the basal sandstone aquifer, suggesting the most restricted circulation, are found in the southern part of the area near the Kentucky-Ohio State line and in southeastern Indiana; (3) largest areas of lowest porosity in the basal sandstone aquifer, low porosity taken as an indicator of the lowest groundwater flow velocity and contaminant migration, are found in northeastern Indiana and northwestern Ohio, central and southeastern Indiana, and central Kentucky; (4) the thickest confining units that directly overlie the basal sandstone aquifer are found in central Kentucky and eastern Indiana where their thickness exceeds 500 ft; (5) steeply dipping faults that form potential hydraulic connections between crystalline rock, the basal sandstone aquifer, and the freshwater circulation system occur on the boundaries of the study area mainly in central Kentucky and central Indiana. Collectively, these data indicate that the hydrogeology of the sedimentary rocks in the western part of the study area is more favorably suited than that in the remainder of the area for the application of the buried crystalline-rock concept.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884098","usgsCitation":"Lloyd, O., and Davis, R.W., 1989, Preliminary hydrogeologic evaluation of the Cincinnati Arch region for underground high-level radioactive waste disposal, Indiana, Kentucky, and Ohio: U.S. Geological Survey Water-Resources Investigations Report 88-4098, Report: iv, 42 p.; 2 Plates: 19.79 × 33.65 inches and 24.14 × 25.43 inches, https://doi.org/10.3133/wri884098.","productDescription":"Report: iv, 42 p.; 2 Plates: 19.79 × 33.65 inches and 24.14 × 25.43 inches","costCenters":[],"links":[{"id":57225,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4098/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57224,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4098/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4098/report-thumb.jpg"},{"id":396291,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47018.htm"},{"id":57226,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4098/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana, Kentucky, Ohio","otherGeospatial":"Cincinnati Arch region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.923828125,\n              37.49229399862877\n            ],\n            [\n              -82.94677734375,\n              37.49229399862877\n            ],\n            [\n              -82.94677734375,\n              41.78769700539063\n            ],\n            [\n              -86.923828125,\n              41.78769700539063\n            ],\n            [\n              -86.923828125,\n              37.49229399862877\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667566","contributors":{"authors":[{"text":"Lloyd, O. B.","contributorId":75189,"corporation":false,"usgs":true,"family":"Lloyd","given":"O. B.","affiliations":[],"preferred":false,"id":199769,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199770,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27827,"text":"wri894079 - 1989 - Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri894079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4079","title":"Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri","docAbstract":"Pumpage of water from the Ozark aquifer for public supply and industry use by the city of Springfield and surrounding communities in southwestern Missouri has significantly altered the potentiometric surface of the aquifer. Springfield is located on a regional groundwater divide that trends east and west across southern Missouri. Groundwater that once flowed north and south from the divide now moves toward Springfield. Drawdown in the Ozark aquifer beneath Springfield has increased about 50 ft near the center of the city since 1974. The area of well influence also has increased, most notably to the south and southwest, because of increased pumpage by Springfield and new groundwater withdrawals in rapidly increasing communities, such as Republic and Nixa. Changes in the potentiometric surface of the Ozark aquifer, and to a lesser extent the Springfield Plateau aquifer, resulting from stresses applied by pumpage of water supply wells has altered the hydrologic budget of the Springfield area. Downward leakage of groundwater through the Ozark confining unit has increased from about 10 cu ft/sec to about 18 cu ft/sec because drawdown in the Ozark aquifer has resulted in an increased vertical hydraulic gradient across the confining unit. Minimal quantities of water are supplied by increased upward leakage through the St. Francois confining unit. Model simulations indicate substantial quantities of water are still (1987) being removed from storage within the Ozark and Springfield Plateau aquifers and the hydrologic system is not in equilibrium at this time. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports, U.S. Geological Survey,","doi":"10.3133/wri894079","usgsCitation":"Imes, J., 1989, Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri: U.S. Geological Survey Water-Resources Investigations Report 89-4079, vii, 63 p. :ill. ;28 cm., https://doi.org/10.3133/wri894079.","productDescription":"vii, 63 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4079/report-thumb.jpg"},{"id":56660,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4079/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f5d4","contributors":{"authors":[{"text":"Imes, J. L.","contributorId":61428,"corporation":false,"usgs":true,"family":"Imes","given":"J. L.","affiliations":[],"preferred":false,"id":198746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27034,"text":"wri894119 - 1989 - Ground-water levels in the alluvial aquifer at Louisville, Kentucky, 1987-88","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri894119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4119","title":"Ground-water levels in the alluvial aquifer at Louisville, Kentucky, 1987-88","docAbstract":"Water-level data have been collected in the alluvial aquifer at Louisville, Kentucky by the U.S. Geological Survey since 1943. Summaries and analysis of these data are published periodically to update the record and to help public officials who must manage this groundwater supply. Maps and hydrographs are presented in this report to update the record for 1987-88 and to interpret recent trends in water levels. The data show that groundwater levels were stable for the period 1980-86 after rising rapidly in the 1970's. There has been a slight decline in the water levels during 1987-88 because of below normal precipitation for the period 1985-88. The decline has been about 1 to 3 ft in wells along the Ohio River and about 3 to 6 ft in wells away from the influence of the river. Groundwater withdrawals have also caused slight declines in the water table in three areas in Louisville. Declines in downtown Louisville due to pumpage seem to be stabilizing at or slightly below the normal pool stage of the Ohio River which indicates that water is probably being induced from the river into the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894119","usgsCitation":"Faust, R., and Lyons, B., 1989, Ground-water levels in the alluvial aquifer at Louisville, Kentucky, 1987-88: U.S. Geological Survey Water-Resources Investigations Report 89-4119, iv, 15 p. :ill. ;28 cm., https://doi.org/10.3133/wri894119.","productDescription":"iv, 15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4119/report-thumb.jpg"},{"id":55913,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667504","contributors":{"authors":[{"text":"Faust, R.J.","contributorId":80700,"corporation":false,"usgs":true,"family":"Faust","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":197444,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyons, B.E.","contributorId":92710,"corporation":false,"usgs":true,"family":"Lyons","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":197445,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26791,"text":"wri884221 - 1989 - Reconnaissance hydrogeologic investigation of the Defense Waste Processing Facility and vicinity, Savannah River Plant, South Carolina","interactions":[],"lastModifiedDate":"2017-01-25T09:38:00","indexId":"wri884221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4221","title":"Reconnaissance hydrogeologic investigation of the Defense Waste Processing Facility and vicinity, Savannah River Plant, South Carolina","docAbstract":"The hydrogeologic framework of the area around the Savannah River Plant, South Carolina consists of 2 to 3 separate water bearing units. In the northern half of the study area, the Barnwell and underlying McBean aquifers are considered one aquifer owing to the absence of the tan clay-confining unit between them. In the southern half of the study area they are separated by the tan clay into two aquifers. Underlying these aquifers, and separated from them by the green clay-confining unit, is the Congaree aquifer. Hydraulic conductivities of the aquifers range from 0.00000001 to 0.0001 ft/sec. Directions of groundwater flow in the Barnwell and McBean aquifers are to the north, with a component of flow directed downward across the green clay and into the Congaree aquifer. The direction of flow in the Congaree aquifer is to the northwest. Water in these aquifers evolves from an acidic (pH &lt; 6.5) mixed-cation type in the Barnwell aquifer to an alkaline (pH &gt; 8) calcium bicarbonate water in the Congaree aquifer. Laboratory experiments indicate that reactions between sediments of the Barnwell aquifer and a salt-solution waste to be stored at the study area would significantly reduce the permeability of the sediment, thereby limiting the movement of the waste in groundwater at the site. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884221","usgsCitation":"Dennehy, K., Prowell, D., and McMahon, P., 1989, Reconnaissance hydrogeologic investigation of the Defense Waste Processing Facility and vicinity, Savannah River Plant, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 88-4221, v, 74 p. :ill. ;28 cm., https://doi.org/10.3133/wri884221.","productDescription":"v, 74 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158527,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4221/report-thumb.jpg"},{"id":55683,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4221/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Savannah River Plant","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.93603515625,\n              32.879587173066305\n            ],\n            [\n              -81.93603515625,\n              33.30298618122413\n            ],\n            [\n              -81.30981445312501,\n              33.30298618122413\n            ],\n            [\n              -81.30981445312501,\n              32.879587173066305\n            ],\n            [\n              -81.93603515625,\n              32.879587173066305\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ff3","contributors":{"authors":[{"text":"Dennehy, K.F.","contributorId":41841,"corporation":false,"usgs":true,"family":"Dennehy","given":"K.F.","affiliations":[],"preferred":false,"id":197007,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Prowell, D.C.","contributorId":95475,"corporation":false,"usgs":true,"family":"Prowell","given":"D.C.","affiliations":[],"preferred":false,"id":197008,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McMahon, P.B. 0000-0001-7452-2379","orcid":"https://orcid.org/0000-0001-7452-2379","contributorId":10762,"corporation":false,"usgs":true,"family":"McMahon","given":"P.B.","affiliations":[],"preferred":false,"id":197006,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26798,"text":"wri884123 - 1989 - Ground-water-quality-monitoring program in Iowa: Nitrate and pesticides in shallow aquifers","interactions":[],"lastModifiedDate":"2016-03-09T12:42:16","indexId":"wri884123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4123","title":"Ground-water-quality-monitoring program in Iowa: Nitrate and pesticides in shallow aquifers","docAbstract":"<p>Concern exists about the occurrence of agricultural chemicals, primarily nitrate and pesticides, in shallow ground water. In response to this concern, the focus of the Iowa ground-water-quality-monitoring program has shifted to emphasize nonpoint contaminants. The program, which began in 1982, is operated by the U.S. Geological Survey in cooperation with the University of Iowa Hygienic Laboratory and the Iowa Department of Natural Resources, Geological Survey Bureau and Environmental Protection Division. The objectives are to describe and assess the long-term chemical quality of the principal aquifers in Iowa and to direct water-quality assessment and sampling toward regional ground-water-quality concerns.</p>\n<p>In the spring of 1985, emphasis was placed on the analysis of pesticides in water samples collected from wells completed in surficial aquifers in Quaternary deposits or from wells less than 200 feet deep or both. Samples from these wells were analyzed for nitrate and selected pesticides. In water samples collected from 515 individual shallow wells, 6 percent had nitrate concentrations larger than the maximum contaminant level for public drinking water of 10 milligrams per liter as nitrogen. The concentrations ranged from less than 0.1 to 53 milligrams per liter as nitrogen. Eighteen percent of the samples had concentrations of nitrate between 5 and 10 milligrams per liter as nitrogen. Water samples from 355 individual municipal wells less than 200 feet deep have been analyzed for pesticides at least once. Detectable concentrations of at least one pesticide, including alachlor, atrazine, cyanazine, dicamba, metolachlor, or metribuzin, were detected in 20 percent of the samples. Atrazine was the most prevalent pesticide; concentrations, which ranged from 0.10 to 21 micrograms per liter, were detected in 18 percent of the samples.</p>\n<p>The results of the monitoring program indicate a relation between decreasing well depth and the presence of detectable concentrations of nitrate and pesticides. Most nitrate and pesticide detection was in areas where surficial aquifers in Quaternary deposits are the principal source of ground water. Pesticides were detected in samples collected throughout the year; samples collected in late spring and early summer more frequently contained pesticides than the other samples.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri884123","collaboration":"Prepared in cooperation with the University of Iowa Hygienic Laboratory and the Iowa Department of Natural Resources, Geological Survey Bureau and Environmental Protection Division","usgsCitation":"Detroy, M., Hunt, P., and Holub, M., 1989, Ground-water-quality-monitoring program in Iowa: Nitrate and pesticides in shallow aquifers: U.S. Geological Survey Water-Resources Investigations Report 88-4123, vi, 31 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri884123.","productDescription":"vi, 31 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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,{"id":27810,"text":"wri894107 - 1989 - Estimating pumping time and ground-water withdrawals using energy- consumption data","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri894107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4107","title":"Estimating pumping time and ground-water withdrawals using energy- consumption data","docAbstract":"Evaluation of the hydrology of an aquifer requires knowledge about the volume of groundwater in storage and also about the volume of groundwater withdrawals. Totalizer flow meters may be installed at pumping plants to measure withdrawals; however, it generally is impractical to equip all pumping plants in an area with meters. A viable alternative is the use of rate-time methods. Rate-time methods may be used at individual pumping plants to decrease the data collection necessary for determining withdrawals. At sites where pumping-time measurement devices are not installed, pumping time may be determined on the basis of energy consumption and power demand. At pumping plants where energy consumption is metered, data acquired by reading of meters is used to estimate pumping time. Care needs to be taken to read these meters correctly. At pumping plants powered by electricity, the calculations need to be modified if transformers are present. At pumping plants powered by natural gas, the effects of the pressure-correction factor need to be included in the calculations. At pumping plants powered by gasoline, diesel oil, or liquid petroleum gas, the geometry of storage tanks needs to be analyzed as part of the calculations. The relation between power demand and pumping rate at a pumping plant can be described through the use of the power-consumption coefficient. Where equipment and hydrologic conditions are stable, this coefficient can be applied to total energy consumption at a site to estimate total groundwater withdrawals. Random sampling of power consumption coefficients can be used to estimate area-wide groundwater withdrawal. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894107","usgsCitation":"Hurr, R., and Litke, D.W., 1989, Estimating pumping time and ground-water withdrawals using energy- consumption data: U.S. Geological Survey Water-Resources Investigations Report 89-4107, iv, 27 p. :ill. ;28 cm., https://doi.org/10.3133/wri894107.","productDescription":"iv, 27 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4107/report-thumb.jpg"},{"id":56642,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc8c2","contributors":{"authors":[{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":198721,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27312,"text":"wri884186 - 1989 - Preliminary assessment of sources, distribution, and mobility of selenium in the San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri884186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4186","title":"Preliminary assessment of sources, distribution, and mobility of selenium in the San Joaquin Valley, California","docAbstract":"Selenium in tile drain water from parts of the western San Joaquin Valley, California, has adversely affected fish and waterfowl where drain water was impounded. Soils in these drained areas were derived from Coast Range marine sedimentary formations, were naturally saline and probably contained abundant soluble selenium. Decades of irrigation have redistributed the most soluble forms of selenium from the soil into groundwater and have caused the water table to rise 1 to 4 ft/year. Selenium in shallow groundwater has been further concentrated because of evapotranspiration. The rising water table has caused a large area of farmland to require artificial drainage of groundwater that contains high concentrations of selenium. The present areal distribution of selenium in shallow groundwater reflects the natural distribution of saline soils. The depth distribution of selenium in groundwater reflects the history of irrigation. The highest concentrations of selenium in groundwater (50 to more than 1,000 micrograms/L) are in a zone of variable thickness located between 20 and 150 ft below the water table. The toxic water in this zone was recharged during the first few decades of irrigation. The large volume of high selenium groundwater makes it desirable to leave this water where it is, rather than bring it to the land surface or allow it to move into parts of the aquifer that may be used for water supply. Selenium concentrations in the San Joaquin River depend on the magnitude of the selenium load from drain water and dilution by water with low concentrations of selenium from all other sources of streamflow. The San Joaquin Valley is a regional-scale example of how manipulation of the hydrologic system can cause water quality problems if naturally occurring toxic substances are mobilized. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884186","usgsCitation":"Gilliom, R.J., 1989, Preliminary assessment of sources, distribution, and mobility of selenium in the San Joaquin Valley, California: U.S. Geological Survey Water-Resources Investigations Report 88-4186, x, 129 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884186.","productDescription":"x, 129 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4186/report-thumb.jpg"},{"id":56183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db66989e","contributors":{"authors":[{"text":"Gilliom, R. J.","contributorId":60650,"corporation":false,"usgs":true,"family":"Gilliom","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197897,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27409,"text":"wri874088 - 1989 - Water resources of the Humacao-Naguabo area, eastern Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri874088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"87-4088","title":"Water resources of the Humacao-Naguabo area, eastern Puerto Rico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874088","usgsCitation":"Graves, R.P., 1989, Water resources of the Humacao-Naguabo area, eastern Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 87-4088, vii, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874088.","productDescription":"vii, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4088/report-thumb.jpg"},{"id":56268,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602d72","contributors":{"authors":[{"text":"Graves, R. P.","contributorId":99179,"corporation":false,"usgs":true,"family":"Graves","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27896,"text":"wri894133 - 1989 - Users manual for an open-channel streamflow model based on the diffusion analogy","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri894133","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4133","title":"Users manual for an open-channel streamflow model based on the diffusion analogy","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894133","usgsCitation":"Jobson, H., 1989, Users manual for an open-channel streamflow model based on the diffusion analogy: U.S. Geological Survey Water-Resources Investigations Report 89-4133, vi, 73 p. :ill. ;28 cm., https://doi.org/10.3133/wri894133.","productDescription":"vi, 73 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4133/report-thumb.jpg"},{"id":56715,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4133/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db69987e","contributors":{"authors":[{"text":"Jobson, H.E.","contributorId":44952,"corporation":false,"usgs":true,"family":"Jobson","given":"H.E.","affiliations":[],"preferred":false,"id":198864,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28438,"text":"wri884095 - 1989 - Withdrawals and consumptive use of water in Pennsylvania, 1984","interactions":[],"lastModifiedDate":"2022-12-02T22:36:58.350085","indexId":"wri884095","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4095","title":"Withdrawals and consumptive use of water in Pennsylvania, 1984","docAbstract":"Total accountable water withdrawals in Pennsylvania during 1984 were 14,033.66 Mga/d (million gallons per day); of that total, 5.2 percent (729.53 Mgal/d) was supplied from ground-water sources in 94.8 percent (13,302.12 Mgal/d) was supplied from surface-water sources. Thermoelectric power generation accounted for 71 percent of the total withdrawals (10,010.60 Mgal/d); this was followed by self-supplied industry, 15 percent (2,055.63 Mgal/d); public supply, 11 percent (1,600.02 Mgal/d); mining (147.73 Mgal/d), self- supplied domestic use (131.63 Mgal/d), livestock and poultry (83.52 Mgal/d) and irrigation (4.52 Mgal/d) collectively made up 3 percent. Total consumptive use of water was 615.22 Mgal/d; self-supplied industry is responsible for the greatest consumptive use--185.53 Mgal/d.\r\n\r\n      Trends in water withdrawals from 1950 to 1984 were examined for public supply, thermoelectric power generation and self-supplied industry. Total population and water withdrawals for public supply gradual increased in those years, whereas withdrawals for self-supplied industry and power generation increased until 1970 and then decreased.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884095","usgsCitation":"Loper, C.A., Lent, S.D., and Wetzel, K.L., 1989, Withdrawals and consumptive use of water in Pennsylvania, 1984: U.S. Geological Survey Water-Resources Investigations Report 88-4095, iv, 50 p., https://doi.org/10.3133/wri884095.","productDescription":"iv, 50 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":410028,"rank":2,"type":{"id":36,"text":"NGMDB Index 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A.","contributorId":89571,"corporation":false,"usgs":true,"family":"Loper","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199797,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lent, S. D.","contributorId":92713,"corporation":false,"usgs":true,"family":"Lent","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199798,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wetzel, K. L.","contributorId":14418,"corporation":false,"usgs":true,"family":"Wetzel","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199796,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27308,"text":"wri884232 - 1989 - Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan","interactions":[],"lastModifiedDate":"2025-01-10T19:49:11.566193","indexId":"wri884232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4232","title":"Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan","docAbstract":"<p>The Upper Great Lakes connecting channels are the St. Marys, St. Clair and Detroit Rivers, and Lake St. Clair. The effect of ground water on the connecting channels is largely unknown, and the controls on its movement and quality are undefined. Geologic, hydrologic, and environmental conditions near the channels have been examined.for this investigation. Included in the study area is a 50-mile reach of channel beginning at Whitefish Bay and extending to Neebish Island, and a 90-mile reach of channel between Port Huron and Pointe Mouillee in Lake Erie. </p><p>Glacial deposits, which transmit most ground water to the channels, range from less than 100 feet in thickness in the southern part of the St. Clair-Detroit River area to more than 250 feet in thickness in the northern part. Marine seismic surveys were used at some locations to determine the thickness of deposits. Glacial deposits in the St. Marys River area range from less than 10 feet to more than 300 feet in thickness. Permeable bedrock in the southern reach of the Detroit River area and throughout most of the St. Marys River area may contribute substantial amounts of water to the channels. Total ground-water discharge to the channels, by area, is estimated as follows! St. Marys area, 76 cubic feet per second; St. Clair area, 11 cubic feet per second; Lake St. Clair area, 46 cubic feet per second; and Detroit area, 54 cubic feet per second. </p><p>Analyses of water from 31 wells, 25 of which were installed by the U.S. Geological Survey, were made for organic compounds, trace metals, and other substances. Volatile hydrocarbons, and base neutral, acid extractable, and chlorinated neutral compounds were not detectable in water at most locations. Concentrations of trace metals, however, were higher than common in natural waters at some locations. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri884232","collaboration":"Prepared in cooperation with U.S. Environmental Protection Agency","usgsCitation":"Gillespie, J., and Dumouchelle, D., 1989, Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan: U.S. Geological Survey Water-Resources Investigations Report 88-4232, Report: vii, 82 p.; 5 Plates: 20.96 x 17.54 inches or smaller, https://doi.org/10.3133/wri884232.","productDescription":"Report: vii, 82 p.; 5 Plates: 20.96 x 17.54 inches or smaller","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":393248,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466035,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47127.htm","text":"St. Mary's study area","linkFileType":{"id":5,"text":"html"}},{"id":119851,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4232/report-thumb.jpg"},{"id":466034,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47126.htm","text":"St. Clair - Detroit River study area","linkFileType":{"id":5,"text":"html"}},{"id":56180,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56182,"rank":7,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4232/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56181,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393249,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393250,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Canada, United States","state":"Michigan, Ontario","otherGeospatial":"St. Clair-Detroit River, St Mary's River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -84.52743301912491,\n              46.58073968434181\n            ],\n            [\n              -84.47845376209919,\n              46.42266829090466\n            ],\n            [\n              -84.32261067156153,\n              46.478360354740786\n            ],\n            [\n              -84.2704509432996,\n              46.158506855332746\n            ],\n            [\n              -83.84373605369098,\n              45.971058144663715\n            ],\n            [\n              -83.70814876101491,\n              46.045604714566025\n            ],\n            [\n              -83.7660333375008,\n              46.29435340425064\n            ],\n            [\n              -84.0452787119742,\n              46.548376135783485\n            ],\n            [\n              -84.52743301912491,\n              46.58073968434181\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -83.18852630080252,\n              41.976867533683816\n            ],\n            [\n              -83.09036888055267,\n              42.037648241533645\n            ],\n            [\n              -82.97585189026181,\n              42.32858698636622\n            ],\n            [\n              -82.73874504974451,\n              42.271013827921465\n            ],\n            [\n              -82.40326693880598,\n              42.32057261831909\n            ],\n            [\n              -82.419626508847,\n              42.485619629262374\n            ],\n            [\n              -82.53414349913862,\n              42.582059682339064\n            ],\n            [\n              -82.32146908859792,\n              43.02615686235137\n            ],\n            [\n              -82.46870521897232,\n              43.05007127689956\n            ],\n            [\n              -82.58322220926318,\n              42.70240029179044\n            ],\n            [\n              -82.78771683478337,\n              42.72043130569506\n            ],\n            [\n              -82.95131253519952,\n              42.50974360366189\n            ],\n            [\n              -82.9676721052413,\n              42.40111243646069\n            ],\n            [\n              -83.20488587084428,\n              42.32253941978951\n            ],\n            [\n              -83.25396458096883,\n              42.061944263799404\n            ],\n            [\n              -83.18852630080252,\n              41.976867533683816\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cdaf","contributors":{"authors":[{"text":"Gillespie, J.L.","contributorId":67927,"corporation":false,"usgs":true,"family":"Gillespie","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":197891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dumouchelle, D.H.","contributorId":83144,"corporation":false,"usgs":true,"family":"Dumouchelle","given":"D.H.","affiliations":[],"preferred":false,"id":197892,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27978,"text":"wri894073 - 1989 - Water-level changes in the High Plains aquifer underlying parts of South Dakota, Wyoming, Nebraska, Colorado, Kansas, New Mexico, Oklahoma, and Texas: Predevelopment through nonirrigation season 1987-88","interactions":[],"lastModifiedDate":"2022-07-06T18:33:36.473025","indexId":"wri894073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4073","title":"Water-level changes in the High Plains aquifer underlying parts of South Dakota, Wyoming, Nebraska, Colorado, Kansas, New Mexico, Oklahoma, and Texas: Predevelopment through nonirrigation season 1987-88","docAbstract":"<p>The changes in water levels in the High Plains aquifer from the nonirrigation season 1986-87 through the nonirrigation season 1987-88 and from the nonirrigation season 1979-80 through the nonirrigation season 1987-88 are presented in maps for the entire High Plains aquifer area. Water level changes are caused by interacting changes in precipitation, land use, and annual pumpage. Water levels declined from conditions prior to development until 1980 through parts of the High Plains of Nebraska, Colorado, New Mexico, Oklahoma, and Texas. From 1980 through 1987 water level changes were mixed, with declines of more than 10 ft in the highly developed areas of Kansas, New Mexico, Oklahoma, and Texas and relatively stable to rising water tables throughout the remaining aquifer area. The net change was a rise of 0.8 ft. The 1981-87 period was generally wetter than normal and pumping for irrigated agriculture was therefore reduced. Water level changes were mixed during 1987. Declines continued in some highly developed areas, but water levels generally rose throughout most of the aquifer. The average area-weighted change was a rise of 0.28 ft. This rise was due to the generally greater than normal precipitation, decreased acreage under irrigation, and decreased pumpage for those areas irrigated. At the end of the growing season, the drought in the Midwest in 1988 affected only limited areas of the High Plains. The effects of the drought on water levels can not be assessed until the water-level measurements for the nonirrigation season of 1988-89 are compiled.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894073","usgsCitation":"Kastner, W.M., Schild, D.E., and Spahr, D.S., 1989, Water-level changes in the High Plains aquifer underlying parts of South Dakota, Wyoming, Nebraska, Colorado, Kansas, New Mexico, Oklahoma, and Texas: Predevelopment through nonirrigation season 1987-88: U.S. Geological Survey Water-Resources Investigations Report 89-4073, vi, 61 p., https://doi.org/10.3133/wri894073.","productDescription":"vi, 61 p.","costCenters":[],"links":[{"id":403084,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47183.htm","linkFileType":{"id":5,"text":"html"}},{"id":56794,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4073/report-thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, Wyoming","otherGeospatial":"High Plains aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.5,\n              32\n            ],\n            [\n              -97,\n              32\n            ],\n            [\n              -97,\n              43.5\n            ],\n            [\n              -105.5,\n              43.5\n            ],\n            [\n              -105.5,\n              32\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e75a6","contributors":{"authors":[{"text":"Kastner, W. M.","contributorId":67921,"corporation":false,"usgs":true,"family":"Kastner","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198999,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schild, D. E.","contributorId":77559,"corporation":false,"usgs":true,"family":"Schild","given":"D.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199000,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spahr, D. S.","contributorId":88783,"corporation":false,"usgs":true,"family":"Spahr","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":199001,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28352,"text":"wri884152 - 1989 - The hydrothermal system in central Twin Falls County, Idaho","interactions":[],"lastModifiedDate":"2013-11-21T14:29:18","indexId":"wri884152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4152","title":"The hydrothermal system in central Twin Falls County, Idaho","docAbstract":"Thermal water in Twin Fall County has been used for space heating, large-scale greenhouse operations, and aquaculture since the mid-1970's. More recently, increased utilization of the thermal water has caused aquifer pressures to decline. Near the city of Twin Falls, water levels in some formerly flowing thermal wells have declined to below land surface. The thermal water is principally in the silicic volcanic rocks of the Idavada Volcanics. Electrical resistivity soundings indicate that thickness of the rocks ranges from about 700 to 3,000 ft and averages about 2,000 ft. Temperatures of water sampled range from 26 C to nearly 50 C in wells completed in the upper part of the reservoir near Twin Falls. Water from deeper parts of the reservoir may be warmer than 50 C. Most of the thermal water is a sodium bicarbonate type. The maximum fluoride concentration was 22 mg/L. Chloride concentrations between about 50 and 150 mg/L are the result of mixing of deep water with shallower, cooler water that has been affected by percolation of irrigation water. Carbon-14 concentrations in selected thermal water samples indicate ages of 1,000 to 15,000 years. The water becomes progressively older northward along proposed groundwater flowpaths. On the basis of transit times in the system of 10,000 to 15,000 years and the reservoir volume, recharge is estimated to be about 5 to 7 cu ft/sec. Net heat flux in the area is about 2.2 heat flow units.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884152","collaboration":"Prepared in cooperation with Idaho Department of Water Resources","usgsCitation":"Lewis, R., and Young, H., 1989, The hydrothermal system in central Twin Falls County, Idaho: U.S. Geological Survey Water-Resources Investigations Report 88-4152, iii, 44 p.,, https://doi.org/10.3133/wri884152.","productDescription":"iii, 44 p.,","numberOfPages":"50","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":158329,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4152/report-thumb.jpg"},{"id":57157,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","county":"Twin Falls County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115.0396,42.9195 ], [ -115.0396,41.9942 ], [ -114.0099,41.9942 ], [ -114.0099,42.9195 ], [ -115.0396,42.9195 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a85e4b07f02db64d5a8","contributors":{"authors":[{"text":"Lewis, R.E.","contributorId":31735,"corporation":false,"usgs":true,"family":"Lewis","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":199647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":199648,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28446,"text":"wri894022 - 1989 - Inorganic and organic ground-water chemistry in the Canal Creek area of Aberdeen Proving Ground, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri894022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4022","title":"Inorganic and organic ground-water chemistry in the Canal Creek area of Aberdeen Proving Ground, Maryland","docAbstract":"Groundwater chemical data were collected from November 1986 through April 1987 in the first phase of a 5-year study to assess the possibility of groundwater contamination in the Canal Creek area of Aberdeen Proving Ground, Maryland. Water samples were collected from 87 observation wells screened in Coastal Plain sediments; 59 samples were collected from the Canal Creek aquifer, 18 from the overlying surficial aquifer, and 10 from the lower confined aquifer. Dissolved solids, chloride, iron, manganese, fluoride, mercury, and chromium are present in concentrations that exceed the Federal maximum contaminant levels for drinking water. Elevated chloride and dissolved-solids concentrations appear to be related from contaminant plumes but also could result from brackish-water intrusion. Excessive concentrations of iron and manganese were the most extensive water quality problems found among the inorganic constituents and are derived from natural dissolution of minerals and oxide coatings in the aquifer sediments. Volatile organic compounds are present in the Canal Creek and surficial aquifers, but samples from the lower confined aquifer do not show any evidence of contamination by inorganic or organic chemicals. The volatile organic contaminants detected in the groundwater and their maximum concentrations (in micrograms/L) include 1,1,2,2- tetrachloroethane (9,000); carbon tetrachloride (480); chloroform (460); 1,1,2-trichloroethane (80); 1,2-dichloroethane (990); 1,1-dichloroethane (3.1); tetrachloroethylene (100); trichloroethylene (1,800); 1,2-trans- dichloroethylene (1,200); 1,1-dichloroethylene (4.4); vinyl chloride (140); benzene (70); and chlorobenzene (39). On the basis of information on past activities in the study area, some sources of the volatile organic compounds include: (1) decontaminants and degreasers; (2) clothing-impregnating operations; (3) the manufacture of impregnite material; (4) the manufacture of tear gas; and (5) fuels used in garages and at the air-field. The high density of most of the detected organic compounds in free-product form would have aided their movement into the aquifers by vertical sinking. The outcrop area of the upper confining unit and an area cut by a paleochannel are most susceptible to contamination because a near-surface impermeable layer is not present. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894022","usgsCitation":"Lorah, M., and Vroblesky, D., 1989, Inorganic and organic ground-water chemistry in the Canal Creek area of Aberdeen Proving Ground, Maryland: U.S. Geological Survey Water-Resources Investigations Report 89-4022, vii, 97 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894022.","productDescription":"vii, 97 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123661,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4022/report-thumb.jpg"},{"id":57246,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4022/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57247,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4022/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57248,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4022/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57249,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5ede2d","contributors":{"authors":[{"text":"Lorah, M.M.","contributorId":29002,"corporation":false,"usgs":true,"family":"Lorah","given":"M.M.","affiliations":[],"preferred":false,"id":199812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vroblesky, D.A.","contributorId":101691,"corporation":false,"usgs":true,"family":"Vroblesky","given":"D.A.","affiliations":[],"preferred":false,"id":199813,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26668,"text":"wri874130 - 1989 - Hydrogeology of the Cocheco River basin, southeastern New Hampshire","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri874130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"87-4130","title":"Hydrogeology of the Cocheco River basin, southeastern New Hampshire","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874130","usgsCitation":"Cotton, J.E., 1989, Hydrogeology of the Cocheco River basin, southeastern New Hampshire: U.S. Geological Survey Water-Resources Investigations Report 87-4130, v, 47 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874130.","productDescription":"v, 47 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4130/report-thumb.jpg"},{"id":55535,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4130/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55536,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db6151c4","contributors":{"authors":[{"text":"Cotton, J. E.","contributorId":52976,"corporation":false,"usgs":true,"family":"Cotton","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27301,"text":"wri884231 - 1989 - Analysis of water surface and flow distribution for the design flood at a proposed highway crossing of the Sabine River near Tatum, Texas","interactions":[],"lastModifiedDate":"2016-08-10T15:45:08","indexId":"wri884231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4231","title":"Analysis of water surface and flow distribution for the design flood at a proposed highway crossing of the Sabine River near Tatum, Texas","docAbstract":"<p>The hydraulic effects of the proposed Texas Highway 43 crossing of the Sabine River near Tatum, Texas, were determined on the basis of results from a two-dimensional finite-element surface-water-flow model. In planning the replacement crossing by the Texas State Department of Highways and Public Transportation, approximations of apportionment of flow among the openings and velocities within the openings were of concern. The model was used to simulate flow in the river floodplain system for the proposed design, an alternate design, and for the natural condition. The proposed bridge design by the State Department of Highways and Public Transportation consisted of a 320-foot main channel opening, four left overflow bridges with widths of 120, 320, 320, and 280 feet, and one right overflow opening with a width of 440 feet. The alternate design consisted of a 950-foot main channel opening, three left overflow bridges with widths of 320, 320, and 280 feet, and one right overflow opening with a width of 200 feet. Preliminary one-dimensional computations were used as an aid in establishing the boundary conditions for the two-dimensional analysis.</p>\n<p>The analysis evaluates the interaction of complex hydraulic characteristics of varied features found at many multiple-opening highway crossings. Valid applications of accepted standard one-dimensional techniques would not reveal some aspects of the overall hydraulics of the crossing.</p>\n<p>The simulation of the proposed design shows, among other things, which openings are the most productive per foot of bridge length. The results of the two-dimensional simulation of the proposed design indicate some differences in the apportionment of flow among the openings when compared to the one-dimensional proposed crossing computations. The alternate design results in computed water-surface altitudes which were slightly lower than those of the proposed design. The alternate design would require less modification to the existing embankment. Velocities computed within the openings and at the bridge abutments, using the two-dimensional model, were within the design specifications of the State Department of Highways and Public Transportation.</p>\n<p>The simulations of the proposed and alternate designs indicate a lateral component of the water-surface slope at the embankment. Redistribution of flow across the floodplain also is indicated in both simulations. Some of the differences in the response between the two designs are affected by geometric features of the floodplain other than the embankment-opening geometry.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri884231","usgsCitation":"Gilbert, J.J., and Myers, D., 1989, Analysis of water surface and flow distribution for the design flood at a proposed highway crossing of the Sabine River near Tatum, Texas: U.S. Geological Survey Water-Resources Investigations Report 88-4231, v, 36 p., https://doi.org/10.3133/wri884231.","productDescription":"v, 36 p.","numberOfPages":"41","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":124166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4231/report-thumb.jpg"},{"id":56174,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4231/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f55d","contributors":{"authors":[{"text":"Gilbert, J. J.","contributorId":12448,"corporation":false,"usgs":true,"family":"Gilbert","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197877,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Myers, D.R.","contributorId":104534,"corporation":false,"usgs":true,"family":"Myers","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":197878,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}