{"pageNumber":"503","pageRowStart":"12550","pageSize":"25","recordCount":16502,"records":[{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","interactions":[{"subject":{"id":11777,"text":"ofr8350 - 1984 - Quality of ground water in Idaho","indexId":"ofr8350","publicationYear":"1984","noYear":false,"title":"Quality of ground water in Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":1},{"subject":{"id":15414,"text":"ofr8550 - 1985 - Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea","indexId":"ofr8550","publicationYear":"1985","noYear":false,"title":"Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"wsp2272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2272","title":"Quality of ground water in Idaho","docAbstract":"The major aquifers in Idaho are categorized under two rock types, sedimentary and volcanic, and are grouped into six hydrologic basins. Areas with adequate, minimally adequate, or deficient data available for groundwater-quality evaluations are described. \r\n\r\nWide variations in chemical concentrations in the water occur within individual aquifers, as well as among the aquifers. The existing data base is not sufficient to describe fully the ground-water quality throughout the State; however, it does indicate that the water is generally suitable for most uses. In some aquifers, concentrations of fluoride, cadmium, and iron in the water exceed the U.S. Environmental Protection Agency's drinking-water standards. Dissolved solids, chloride, and sulfate may cause problems in some local areas. Water-quality data are sparse in many areas, and only general statements can be made regarding the areal distribution of chemical constituents. Few data are available to describe temporal variations of water quality in the aquifers. \r\n\r\nPrimary concerns related to special problem areas in Idaho include (1) protection of water quality in the Rathdrum Prairie aquifer, (2) potential degradation of water quality in the Boise-Nampa area, (3) effects of widespread use of drain wells overlying the eastern Snake River Plain basalt aquifer, and (4) disposal of low-level radioactive wastes at the Idaho National Engineering Laboratory. \r\n\r\nShortcomings in the ground-water-quality data base are categorized as (1) multiaquifer sample inadequacy, (2) constituent coverage limitations, (3) baseline-data deficiencies, and (4) data-base nonuniformity.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2272","usgsCitation":"Yee, J., and Souza, W.R., 1987, Quality of ground water in Idaho: U.S. Geological Survey Water Supply Paper 2272, iv, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2272.","productDescription":"iv, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2272/report-thumb.jpg"},{"id":29856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643973","contributors":{"authors":[{"text":"Yee, Johnson J.","contributorId":13612,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson J.","affiliations":[],"preferred":false,"id":146165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Souza, William R.","contributorId":90295,"corporation":false,"usgs":true,"family":"Souza","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146166,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57639,"text":"wdrGA861 - 1987 - Water Resources Data for Georgia, Water Year 1986","interactions":[],"lastModifiedDate":"2024-09-19T13:27:27.188419","indexId":"wdrGA861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-86-1","title":"Water Resources Data for Georgia, Water Year 1986","docAbstract":"<p>This volume of the annual hydrologic data report of Georgia is one of a series of annual reports that document hydrologic data gathered from the U.S. Geological Survey's surface- and ground-water data-collection networks in each State, Puerto Rico, and the Trust Territories. These records of streamflow, ground-water levels, and quality of water provide the hydrologic information needed by State, local, and Federal agencies, and the private sector for developing and managing our Nation's land and water resources. Hydrologic data for Georgia are contained in 1 volume.</p>","language":"English","doi":"10.3133/wdrGA861","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W., Hale, T., and Buell, G.R., 1987, Water Resources Data for Georgia, Water Year 1986: U.S. Geological Survey Water Data Report GA-86-1, 446 p., https://doi.org/10.3133/wdrGA861.","productDescription":"446 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":438924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181633,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report-thumb.jpg"}],"country":"United 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,{"id":68397,"text":"ha710 - 1987 - Average Annual Runoff in the United States, 1951-80","interactions":[{"subject":{"id":48938,"text":"ofr85627 - 1985 - Average Annual Runoff in the United States, 1951-80","indexId":"ofr85627","publicationYear":"1985","noYear":false,"title":"Average Annual Runoff in the United States, 1951-80"},"predicate":"SUPERSEDED_BY","object":{"id":68397,"text":"ha710 - 1987 - Average Annual Runoff in the United States, 1951-80","indexId":"ha710","publicationYear":"1987","noYear":false,"title":"Average Annual Runoff in the United States, 1951-80"},"id":1}],"lastModifiedDate":"2015-10-05T16:19:51","indexId":"ha710","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"710","title":"Average Annual Runoff in the United States, 1951-80","docAbstract":"<p><span>Runoff is the water in a river or stream that results from precipitation falling on the drainage basin. It is the net discharge into the stream from surface-water and ground-water sources with losses occurring from evapotranspiration and other consumptive uses. Runoff can be expressed by a variety of numerical values, but average depth of water over the drainage basin, in inches per year, probably is the most widely used unit of measurement.</span></p>\n<p><span>The map of average annual runoff (fig. 1), in inches per year, shows the geographical distribution of runoff in tributary streams for the years 1951&mdash;80; it describes the magnitudes and variations of runoff nationwide. The map was prepared to reflect the runoff of tributary streams rather than in major rivers in order to represent more accurately the local or small scale variation in runoff with precipitation and other geographical characteristics. The 1951&ndash;80 period was selected to conform to the period chosen by the World Meteorological Organization for study of climatic variations. The map should not be used to estimate the streamflow for any specific site. More detailed information for a specific area can be obtained from streamflow data collected by the U.S. Geological Survey, other Federal agencies, and State agencies.</span></p>\n<p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha710","usgsCitation":"Gebert, W., Graczyk, D., and Krug, W.R., 1987, Average Annual Runoff in the United States, 1951-80: U.S. Geological Survey Hydrologic Atlas 710, 1 Sheet: 33.50 x 43.73 inches, https://doi.org/10.3133/ha710.","productDescription":"1 Sheet: 33.50 x 43.73 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":185703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89902,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/710/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"7500000","country":"United 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,{"id":68575,"text":"ha690 - 1987 - Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":44010,"text":"ofr84434 - 1984 - Water withdrawn for irrigation in 1980 on the Snake River plain, Idaho and eastern Oregon","indexId":"ofr84434","publicationYear":"1984","noYear":false,"title":"Water withdrawn for irrigation in 1980 on the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68575,"text":"ha690 - 1987 - Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","indexId":"ha690","publicationYear":"1987","noYear":false,"title":"Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-12T14:52:30","indexId":"ha690","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"690","title":"Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","docAbstract":"No abstract available.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha690","usgsCitation":"Bigelow, B.B., Goodell, S.A., and Newton, G.D., 1987, Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 690, 2 Plates: 49.00 x 38.00 inches, https://doi.org/10.3133/ha690.","productDescription":"2 Plates: 49.00 x 38.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":189993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90210,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/690/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90211,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/690/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.25,42.25 ], [ -117.25,44.5 ], [ -111.5,44.5 ], [ -111.5,42.25 ], [ -117.25,42.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eef61","contributors":{"authors":[{"text":"Bigelow, B. B.","contributorId":76317,"corporation":false,"usgs":true,"family":"Bigelow","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":278498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Newton, G. D.","contributorId":43374,"corporation":false,"usgs":true,"family":"Newton","given":"G.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278499,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68329,"text":"ha688 - 1987 - Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma","interactions":[],"lastModifiedDate":"2013-09-17T16:16:37","indexId":"ha688","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"688","title":"Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma","language":"ENGLISH","doi":"10.3133/ha688","usgsCitation":"Hedman, E.R., Skelton, J., and Freiwald, D., 1987, Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma: U.S. Geological Survey Hydrologic Atlas 688, 4 maps :col. ;84 x 97 cm., on sheets 97 x 102 cm. and 97 x 125 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/ha688.","productDescription":"4 maps :col. ;84 x 97 cm., on sheets 97 x 102 cm. and 97 x 125 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":185967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89793,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89794,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89795,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89796,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -97,34 ], [ -97,40 ], [ -89,40 ], [ -89,34 ], [ -97,34 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df36b","contributors":{"authors":[{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":278040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":278039,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Freiwald, D.A.","contributorId":39000,"corporation":false,"usgs":true,"family":"Freiwald","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":278038,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68406,"text":"ha704 - 1987 - Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","interactions":[],"lastModifiedDate":"2016-08-05T12:12:44","indexId":"ha704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"704","title":"Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","docAbstract":"<p>The National Water Commission recommended that the U.S. Geological Survey conduct intensive studies of the important regional aquifer systems in the United States, particularly those with declining water levels and deteriorating water quality. &nbsp;The result has been a series of Regional Aquifer-System Analysis (RASA) studies, one of which is the West Gulf Coast RASA study (Grubb, 1984). &nbsp;The West Gulf Coast RASA study, which began in 1982, is investigating several major regional aquifers mainly in parts of Missouri, Kentucky, and Tennessee.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha704","usgsCitation":"Garza, S., Jones, B., and Baker, E., 1987, Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980: U.S. Geological Survey Hydrologic Atlas 704, 35.00 x 51.00 inches, https://doi.org/10.3133/ha704.","productDescription":"35.00 x 51.00 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":190006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ha704.PNG"},{"id":89921,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/704/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","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              -93.97705078125,\n              33.02708758002874\n            ],\n            [\n              -100.56884765624999,\n              28.632746799225856\n            ],\n            [\n              -99.6240234375,\n              27.625140335093324\n            ],\n            [\n              -99.42626953125,\n              26.96124577052697\n            ],\n            [\n 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B.D.","contributorId":95964,"corporation":false,"usgs":true,"family":"Jones","given":"B.D.","email":"","affiliations":[],"preferred":false,"id":278164,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baker, E.T.","contributorId":11584,"corporation":false,"usgs":true,"family":"Baker","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":278162,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":67955,"text":"ha689 - 1987 - Floods of December 1982 in southeastern Missouri","interactions":[],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha689","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"689","title":"Floods of December 1982 in southeastern Missouri","language":"ENGLISH","doi":"10.3133/ha689","usgsCitation":"Waite, L.A., and Alexander, T.W., 1987, Floods of December 1982 in southeastern Missouri: U.S. Geological Survey Hydrologic Atlas 689, 1 map :col. ;sheet 82 x 110 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/ha689.","productDescription":"1 map :col. ;sheet 82 x 110 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":185552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89173,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89174,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89175,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89176,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89177,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.5,36 ], [ -92.5,39 ], [ -89,39 ], [ -89,36 ], [ -92.5,36 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfc9e","contributors":{"authors":[{"text":"Waite, Loyd A.","contributorId":79914,"corporation":false,"usgs":true,"family":"Waite","given":"Loyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277388,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Terry W.","contributorId":21193,"corporation":false,"usgs":true,"family":"Alexander","given":"Terry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277387,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","interactions":[{"subject":{"id":43032,"text":"ofr85167 - 1985 - Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon","indexId":"ofr85167","publicationYear":"1985","noYear":false,"title":"Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","indexId":"ha696","publicationYear":"1987","noYear":false,"title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2020-10-05T12:54:44.455258","indexId":"ha696","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"696","title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha696","usgsCitation":"Low, W.H., 1987, Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 696, 2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches, https://doi.org/10.3133/ha696.","productDescription":"2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches","costCenters":[],"links":[{"id":185626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89562,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.5,\n              42\n            ],\n            [\n              -111.5,\n              42\n            ],\n            [\n              -111.5,\n              45.1\n            ],\n            [\n              -117.5,\n              45.1\n            ],\n            [\n              -117.5,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ece4b07f02db5eb4d0","contributors":{"authors":[{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27456,"text":"wri874096 - 1987 - Magnitude and frequency of floods in rural and urban basins of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:53:52","indexId":"wri874096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4096","title":"Magnitude and frequency of floods in rural and urban basins of North Carolina","docAbstract":"The applicability of the nationwide urban flood relations in the Piedmont and Coastal Plain provinces is evaluated. Data for 254 gaging stations on rural streams with 10 or more years of record were used in multiple linear regression analyses with basin and climatic variables, to derive regional relations for estimating flood discharges having recurrence intervals of 2- to 100-years. Rural relations are presented for three hydrologic areas: (1) Blue Ridge-Piedmont, (2) Coastal Plain, and (3) Sand Hills. Drainage area is the only basin characteristic in the relations. The average standard error of estimate of the relations for the Blue Ridge-Piedmont, Coastal Plain, and Sand Hills hydrologic areas is 44, 39, and 24%, respectively. Flood discharges for the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals for the 254 streamflow stations used in the regionalization study are also presented. Flood frequency distributions of simulated annual maximum discharges for four urban basins in the Coastal Plain indicate that the nationwide relations are applicable in the province. The root mean squared error for the 10- and 100-year flood discharges, using the nationwide relations, is 44% and 49%, respectively. Simulated data for six sites in the Piedmont were used to analyze the applicability of the nationwide urban relations in the province. The root mean squared error is 64% for the 10-year flood and 42% for the 100-year flood. No recommendation is made concerning use of the nationwide relations in the Piedmont.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874096","usgsCitation":"Gunter, H., Mason, R., and Stamey, T.C., 1987, Magnitude and frequency of floods in rural and urban basins of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 87-4096, vii, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874096.","productDescription":"vii, 52 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":118723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4096/report-thumb.jpg"},{"id":56317,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Coastal Plain, Piedmont 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Carolina\",\"nation\":\"USA  \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64956e","contributors":{"authors":[{"text":"Gunter, H.C.","contributorId":7740,"corporation":false,"usgs":true,"family":"Gunter","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":198146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":198147,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198148,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25587,"text":"wri874090 - 1987 - Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri874090","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4090","title":"Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","docAbstract":"Hydrologic and geochemical monitoring, to detect changes caused by magmatic and tectonic processes in the Long Valley caldera has continued through 1985. The monitoring included the collection of the following types of data: chemical and isotopic composition of water and gases from springs, wells, and steam vents; temperatures in wells, springs, and steam vents; flow rates of springs and streams; water levels in wells; and barometric pressure and precipitation at several sites. In addition, reservoir temperatures for the geothermal system were estimated from computations based on chemical geothermometers applied to fluid samples from wells and springs. Estimates of thermal water discharged from springs were made on the basis of boron and chloride fluxes in surface waters for selected sites in the Casa Diablo area and along the Mammoth-Hot Creek drainage. These data are presented in tables and graphs. The Long Valley area was relatively quiescent throughout 1985 in terms of geodetic changes and seismic activity. As a consequence , the hydrologic system varied mainly in response to seasonal influences of temperature, atmospheric pressure, and precipitation. However, spring flows near Casa Diablo were influenced by pumping at the geothermal production well field nearby. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874090","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Janik, C.J., Winnett, T.L., and Clark, M.D., 1987, Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4090, vi, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874090.","productDescription":"vi, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124293,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4090/report-thumb.jpg"},{"id":54329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61184e","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194309,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194310,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194308,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Janik, C. J.","contributorId":10795,"corporation":false,"usgs":true,"family":"Janik","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194305,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Winnett, T. L.","contributorId":27095,"corporation":false,"usgs":true,"family":"Winnett","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194307,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194306,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":29366,"text":"wri874128 - 1987 - Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions","interactions":[],"lastModifiedDate":"2022-11-23T20:03:50.395772","indexId":"wri874128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4128","title":"Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions","docAbstract":"<p>During the period October 1978 to September 1983, the U.S. Geological Survey, in cooperation with the City of Portland (Oregon) Water Bureau, conducted a study in the Bull Run River basin to define the hydrologic characteristics of the basin, and to examine relations between basin characteristics (both natural and man-made) and stream water quality and quantity within the basin. Hydrologically, the 1978-1983 period can be characterized as representative of the long-term average, with no records of extreme events. Likewise, water quality constituent concentrations affected by quantity of streamflow are representative of average values and ranges and exclude values that would be obtained during periods of extreme events. Ranges of concentration of major anions and cations for surface water collected October 1978 to September 1983 are similar to values collected historically. The ratio of constituent to chloride values determined for precipitation data collected during the period June 1980 to September 1981 indicated that other sources besides seawater contributed to its composition. In ratios of constituents in precipitation, Bull Run values are similar to those of other remote sites in Alaska, Washington, and California. Comparisons of storm-related suspended sediment load to annual suspended sediment loads indicated that 62% to 78% of the total annual loads occurred in 3 to 4 days during an average year. Multiple-linear regression analysis using discharge, suspended sediment and specific conductance indicated that most of the variation in the annual values could be explained by naturally occurring processes within the basin. A nonparametric time-trend analysis of 24 water quantity and quality constituents showed no statistically significant trends with estimated slopes large enough to be readily measurable for a particular year. Four constituents that were sampled weekly (turbidity, specific conductance, silica, and phytoplankton) had statistically significant trends with slope indicators that might be measurable after 6 years. However, trend analysis on daily mean specific conductance and suspended sediment values does not confirm the weekly constituent trend results.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874128","usgsCitation":"Rinella, F.A., 1987, Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions: U.S. Geological Survey Water-Resources Investigations Report 87-4128, v, 61 p., https://doi.org/10.3133/wri874128.","productDescription":"v, 61 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":409605,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46793.htm","linkFileType":{"id":5,"text":"html"}},{"id":58214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4128/report-thumb.jpg"}],"country":"United States","state":"Oregon","otherGeospatial":"Bull Run watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.1519,\n              45.5592\n            ],\n            [\n              -122.1519,\n              45.4167\n            ],\n            [\n              -121.8333,\n              45.4167\n            ],\n            [\n              -121.8333,\n              45.5592\n            ],\n            [\n              -122.1519,\n              45.5592\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4888e4b07f02db51acfc","contributors":{"authors":[{"text":"Rinella, F. A.","contributorId":89120,"corporation":false,"usgs":true,"family":"Rinella","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25546,"text":"wri874115 - 1987 - Ground-water and soil contamination near two pesticide-burial sites in Minnesota","interactions":[],"lastModifiedDate":"2025-01-07T22:08:08.336463","indexId":"wri874115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4115","title":"Ground-water and soil contamination near two pesticide-burial sites in Minnesota","docAbstract":"<p>Preliminary investigations of the geology, groundwater hydrology , and soil and groundwater chemistry at sites in Pine and St. Louis Counties, Minnesota, have shown that contamination associated with pesticides buried at the sites is not widespread or highly concentrated. None of the pesticides sampled for in soil and in groundwater at the sites exceeded Minnesota soil and drinking water standards. About 1,500 pounds of lead arsenate were buried at the site in St. Louis County. Nearly 10,000 pounds of lead arsenate, as well as smaller quantities of organic pesticides (such as chlorpropham, DDT, endrin, and aldrin), lime sulfur, and magnesium carbonate were buried at the Pine County site. These chemicals were buried in shallow trenches at the sites during the early 1970's.</p>\n<p>The first wells drilled at each site were located to establish the direction of horizontal groundwater flow in each area. Groundwater flows to the northeast at the St. Louis County site and to the southeast at the Pine County site. Depths to the water table are about 30 ft at the Pine County site and about 25 ft at the St. Louis County site. In addition, groundwater is perched seasonally at about 5 ft below land surface in the immediate vicinity fo the burial site in Pine County. After the direction of flow was determined, additional wells were drilled down-gradient from the disposal areas at both sites to determine whether contaminations were migrating with groundwater away from the sites.</p>\n<p>In general, concentrations of lead and arsenic in soil and groundwater were below background concentrations for the areas. Concentrations of organic pesticides generally were below analytical-detection limits. The limited solubility of the chemicals and the tendency of the contaminants to be sorbed on soil particles probably combined to restrict mobilization of the chemicals.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri874115","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources","usgsCitation":"Stark, J., Strudell, J., Bloomgren, P., and Eger, P., 1987, Ground-water and soil contamination near two pesticide-burial sites in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 87-4115, vii, 48 p., https://doi.org/10.3133/wri874115.","productDescription":"vii, 48 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":44401,"text":"wri874161 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-20T09:57:00","indexId":"wri874161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4161","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874161","usgsCitation":"Quinones-Aponte, V., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4161, 1 Plate: 28.63 x 21.62 inches, https://doi.org/10.3133/wri874161.","productDescription":"1 Plate: 28.63 x 21.62 inches","costCenters":[],"links":[{"id":366694,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4161/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168554,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4161/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.33750915527344,\n              17.910795834978483\n            ],\n            [\n              -66.21185302734375,\n              17.910795834978483\n            ],\n            [\n              -66.21185302734375,\n              18.01465089622104\n            ],\n            [\n              -66.33750915527344,\n              18.01465089622104\n            ],\n            [\n              -66.33750915527344,\n              17.910795834978483\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ed5","contributors":{"authors":[{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":229704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":229703,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28847,"text":"wri874021 - 1987 - Ground-water resources of Flagler County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4021","title":"Ground-water resources of Flagler County, Florida","docAbstract":"Groundwater is the only significant source of potable water in Flagler County. Usable water occurs in the Upper Floridan aquifer, the intermediate population is expected to place stresses on the water resources of the county. Although rainfall averages almost 50 in/yr, most of the water leaves as evapotranspiration and streamflow. Less than 1 in/yr recharge may be occurring to the Upper Floridan aquifer, the highest yielding aquifer. The Upper Floridan aquifer consists of the Avon Park Formation, the Ocala Limestone, and the basal dolomitic limestone of the Hawthorne. Use of the Upper Floridan aquifer for public water supply is limited in most of the county because it contains marginally potable or brackish water. It is used extensively for agricultural irrigation. The intermediate aquifer system consists of thin, discontinues lenses of sand, shell, and limestone between clays overlying the Floridan aquifer system. The intermediate aquifer system is an important part of the public water supply of the county because of the good quality of the water. The intermediate aquifer system has variable yields because of the discontinuous lenses. The surficial aquifer system is composed of sand and shell with varying fractions of finer materials. Well yields are small in the west and central parts of Flagler County, but the surficial aquifer system is an adequate source of domestic supply on the barrier island. A zone of freshwater in the surficial aquifer system is very important in the Hammock area, being the local source of most domestic supply in the area. Changes in hydrologic conditions from the 1950 's include a long-term decline in water levels in the Upper Floridan aquifer coincident with lower-than-average rainfall and a greater seasonal fluctuation of water levels. Chloride concentrations of water in the Upper Floridan aquifer do not appear to have changed significantly, presently ranging from 7 to 3,700 mg/L. Development will place stress on the aquifers and may result in upconing of brackish water in pumping centers and in lateral saltwater intrusion in coastal areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874021","usgsCitation":"Navoy, A., and Bradner, L.A., 1987, Ground-water resources of Flagler County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4021, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874021.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4021/report-thumb.jpg"},{"id":57720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d2c8","contributors":{"authors":[{"text":"Navoy, A. S.","contributorId":51771,"corporation":false,"usgs":true,"family":"Navoy","given":"A. S.","affiliations":[],"preferred":false,"id":200501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200500,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29033,"text":"wri874150 - 1987 - Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","interactions":[],"lastModifiedDate":"2022-02-18T22:42:54.737467","indexId":"wri874150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4150","title":"Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","docAbstract":"The Groveland-Collins area near Blackfoot, Idaho, has a history of either periodic or persistent localized groundwater contamination. Water users in the area report offensive smell, metallic taste, rust deposits, and bacteria in water supplies. During 1984 and 1985, data were collected to define regional and local geologic, hydrologic, and groundwater quality conditions, and to identify factors that may have affected local groundwater quality. Infiltration or leakage of irrigation water is the major source of groundwater recharge, and water levels may fluctuate 15 ft or more during the irrigation season. Groundwater movement is generally northwestward. Groundwater contains predominantly calcium, magnesium, and bicarbonate ions and characteristically has more than 200 mg/L hardness. Groundwater near the Groveland-Collins area may be contaminated from one or more sources, including infiltration of sewage effluent, gasoline or liquid fertilizer spillage, or land application of food processing wastewater. Subsurface basalt ridges impede lateral movement of water in localized areas. Groundwater pools temporarily behind these ridges and anomalously high water levels result. Maximum concentrations or values of constituents that indicate contamination were 1,450 microsiemens/cm specific conductance, 630 mg/L bicarbonate (as HCO<sub>3</sub>), 11 mg/L nitrite plus nitrate (as nitrogen), 7.3 mg/L ammonia (as nitrogen), 5.9 mg/L organic nitrogen, 4.4 mg/L dissolved organic carbon, 7,000 micrograms/L dissolved iron, 5 ,100 microgram/L dissolved manganese, and 320 microgram/L dissolved zinc. Dissolved oxygen concentrations ranged from 8.9 mg/L in uncontaminated areas to 0 mg/L in areas where food processing wastewater is applied to the land surface. Stable-isotope may be useful in differentiating between contamination from potato-processing wastewater and whey in areas where both are applied to the land surface. Development of a ground-water model to evaluate effects of land applications of organic wastewater and organic solute loading rates on subsurface water quality is not feasible at this time.","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri874150","collaboration":"Prepared in cooperation with the Idaho Department of Health and Welfare, Division of Environment","usgsCitation":"Parliman, D., 1987, Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho: U.S. Geological Survey Water-Resources Investigations Report 87-4150, v, 102 p., https://doi.org/10.3133/wri874150.","productDescription":"v, 102 p.","numberOfPages":"110","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":396214,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46812.htm"},{"id":57894,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4150/report-thumb.jpg"}],"scale":"100000","country":"United States","state":"Idaho","county":"Bingham County","city":"Blackfoot","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.5,43.118056 ], [ -112.5,43.25 ], [ -112.25,43.25 ], [ -112.25,43.118056 ], [ -112.5,43.118056 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68532b","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200829,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26481,"text":"wri874027 - 1987 - Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri874027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4027","title":"Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","docAbstract":"Federal coal lands of the Woodson Preference Right Lease Application are located in Dawson and Richland Counties, northeastern Montana. A probable mine area, comprised of the lease area and adjacent coal lands, contains about 220 million tons of recoverable lignite coal in the 12-37 ft thick Pust coal bed. A hydrologic study has been conducted in the area to describe the water resources and to evaluate potential effects of coal mining on the water resources. Geohydrologic data collected from wells and springs indicate that several aquifers exist in the area. Sandstone beds in the Tongue River Member of the Fort Union Formation (Paleocene age) are the most common aquifers and probably underlie the entire area. The Pust coal bed in the Tongue River Member is water saturated in part of the probable mine area and is dry in other parts of the probable mine area. Other aquifers, located mostly outside of the probable mine area, exist in gravel of the Flaxville Formation (Miocene of Pliocene age) and valley alluvium (Pleistocene and Holocene age). Chemical analyses of groundwater indicate a range in dissolved solids concentration of 240-2,280 mg/L. Surface water resources are limited. Most streams in the area are ephemeral and flow only in response to rainfall or snowmelt. Small reaches of the North and Middle Forks of Burns Creek have intermittent flow. Water sampled from a small perennial reach of the Middle Fork had a dissolved solids concentration of 700 mg/L. Mining of the Pust coal bed would destroy one spring and four stock wells, dewater areas of the Pust coal and sandstone aquifers, and probably lower water levels in seven stock and domestic wells. Mining in the valley of Middle Fork Burns Creek would intercept streamflow and alter flow characteristics of a small perennial reach of stream. Leaching of soluble minerals from mine spoils may cause a long-term degradation of the quality of water in the spoils and in aquifers downgradient from the spoils. Some of the effects on local water supplies could be mitigated by development of new wells in deeper sandstones of the Tongue River Member. Effects of mining on water resources would be minimized if only areas of dry coal were mined. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874027","usgsCitation":"Cannon, M.R., 1987, Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4027, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874027.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4027/report-thumb.jpg"},{"id":55307,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db5486c9","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48970,"text":"ofr86608 - 1987 - Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","interactions":[],"lastModifiedDate":"2017-06-14T11:22:15","indexId":"ofr86608","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-608","title":"Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in the Austin and Houston areas, and have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volumes;</li>\n<li>To determine the effect of urban development on flood peaks and volumes; and</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the twenty-first and last scheduled in a series of reports published annually, is primarily applicable to objective 2. The report presents hydrologic data collected in the Houston urban area for the 1984 water year (October 1, 1983 to September 30, 1984).</p>\n<p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to study the effects of urbanization on floods in the Houston area. That report also summarized various basin parameters. A report by Waddell, Massey, and Jennings (1979) presented data on runoff from the Houston area and computed concentrations and loads of selected water-quality constituents discharged to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Liscum and Massey (1980) presented a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p>\n<p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, water year 1984, volume 2.\"</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr86608","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Bruchmiller, J., Brown, D.W., and Paul, E., 1987, Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984: U.S. Geological Survey Open-File Report 86-608, viii, 127 p., https://doi.org/10.3133/ofr86608.","productDescription":"viii, 127 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":85855,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0608/report.pdf","text":"Report","size":"2.18 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":161773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0608/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              -95.42587280273438,\n              30.039377605001338\n            ],\n            [\n              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J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":238745,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, D. W.","contributorId":63370,"corporation":false,"usgs":true,"family":"Brown","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":238742,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Paul, E.M.","contributorId":65089,"corporation":false,"usgs":true,"family":"Paul","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":238743,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28808,"text":"wri844313 - 1987 - Hydrologic analysis of two headwater lake basins of differing lake pH in the west-central Adirondack Mountains of New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844313","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4313","title":"Hydrologic analysis of two headwater lake basins of differing lake pH in the west-central Adirondack Mountains of New York","docAbstract":"Hydrologic analysis of two headwater lake basins in the Adirondack Mountains, New York, during 1980-81 indicates that the degree of neutralization of acid precipitation is controlled by the groundwater contribution to the lake. According to flow-duration analyses, daily mean outflow/unit area from the neutral lake (Panther Lake, pH 5-7) was more sustained and contained a higher percentage of groundwater than that of the acidic lake (Woods Lake, pH 4-5). Outflow recession rates and maximum base-flow rates, derived from individual recession curves, were 3.9 times and 1.5 times greater, respectively, in the neutral-lake basin than in the acidic-lake basin. Groundwater contribution to lake outflow was also calculated from a lake-water budget; the groundwater contribution to the neutral lake was about 10 times greater than that to the acidic lake. Thick sandy till forms the groundwater reservoir and the major recharge area in both basins but covers 8.5 times more area in the neutral-lake basin than in the acidic-lake basin. More groundwater storage within the neutral basin provides longer contact time with neutralizing minerals and more groundwater discharge. As a result, the neutral lake has relatively high pH and alkalinity, and more net cation transport. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844313","usgsCitation":"Murdoch, P., Peters, N., and Newton, R.M., 1987, Hydrologic analysis of two headwater lake basins of differing lake pH in the west-central Adirondack Mountains of New York: U.S. Geological Survey Water-Resources Investigations Report 84-4313, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844313.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118918,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4313/report-thumb.jpg"},{"id":57676,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4313/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611910","contributors":{"authors":[{"text":"Murdoch, Peter S.","contributorId":73547,"corporation":false,"usgs":true,"family":"Murdoch","given":"Peter S.","affiliations":[],"preferred":false,"id":200430,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, N.E.","contributorId":33332,"corporation":false,"usgs":true,"family":"Peters","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":200428,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Newton, R. M.","contributorId":66741,"corporation":false,"usgs":true,"family":"Newton","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200429,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28513,"text":"wri874131 - 1987 - Hydrologic conditions and trends in Shenandoah National Park, Virginia, 1983-84","interactions":[],"lastModifiedDate":"2019-11-12T14:42:11","indexId":"wri874131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4131","title":"Hydrologic conditions and trends in Shenandoah National Park, Virginia, 1983-84","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874131","usgsCitation":"Lynch, D.D., 1987, Hydrologic conditions and trends in Shenandoah National Park, Virginia, 1983-84: U.S. Geological Survey Water-Resources Investigations Report 87-4131, Report: vi, 115 p.; 1 Plate: 34.51 x 38.08 inches, https://doi.org/10.3133/wri874131.","productDescription":"Report: vi, 115 p.; 1 Plate: 34.51 x 38.08 inches","costCenters":[],"links":[{"id":369140,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369141,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4131/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159596,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4131/report-thumb.jpg"}],"country":"United States","state":"Virginia","otherGeospatial":"Shenandoah National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.5302734375,\n              38.42669767774884\n            ],\n            [\n              -78.37234497070311,\n              38.42669767774884\n            ],\n            [\n              -78.37234497070311,\n              38.511639141458616\n            ],\n            [\n              -78.5302734375,\n              38.511639141458616\n            ],\n            [\n              -78.5302734375,\n              38.42669767774884\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6115e3","contributors":{"authors":[{"text":"Lynch, Dennis D. ddlynch@usgs.gov","contributorId":4326,"corporation":false,"usgs":true,"family":"Lynch","given":"Dennis","email":"ddlynch@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":199942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29745,"text":"wri824010 - 1987 - Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri824010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4010","title":"Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington","docAbstract":"A groundwater flow model was constructed for the Toppenish Creek basin aquifer system in eastern Washington. Flow was simulated in three aquifer units: (1) the confined old valley fill and shallow basalt (unit 2); (2) the underlying primary basalt (unit 3); and (3) the deep basalt (unit 4). Water levels in the overlying unconfined alluvial aquifer (unit 1) were held fixed. Calibrated transmissivities ranged from 0.01 to 0.48 foot squared per second. Calibrated storage coefficients were 0.0004 to 0.006. The confining-bed leakance ranged from 2.0 x 10 to the minus 11th power to 2.5 x 10 to the minus 10th power feet per second per foot. Under steady-state conditions (1954) annual natural recharge was about 29,000 acre-ft underflow from adjacent basins. Annual pumpage increased from less than 500 acre-ft in 1954 to an average of 19,600 acre-ft for 1971 and 1972. Pumpage caused simulated declines in unit 3 of up to 95 ft for 1955-72. Projected annual declines from 1973-77 using 1971-72 pumpage were about 0.5-1.5 ft in unit 2 and 0.2-1.5 ft in unit 3. The corresponding declines from 1978-82 were 0.2-1.2 ft and 0.2-0.8 ft, respectively. Using 1971-72 pumpage plus 12 ,400 acre-ft per year from unit 3, the calculated annual declines from 1978-82 were 1-36 ft in unit 2 and 4-20 ft in unit 3. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824010","usgsCitation":"Skrivan, J., 1987, Ground-water hydrology of the Toppenish Creek basin, Yakima Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 82-4010, vi, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824010.","productDescription":"vi, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4010/report-thumb.jpg"},{"id":58544,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db6986b6","contributors":{"authors":[{"text":"Skrivan, J.A.","contributorId":107743,"corporation":false,"usgs":true,"family":"Skrivan","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":202047,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29378,"text":"wri854291 - 1987 - Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854291","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4291","title":"Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","docAbstract":"In 1980 Santa Rosa Dam began impounding water on the Pecos River about 7 miles north of Santa Rosa, New Mexico, to provide flood control, sediment control, and storage for irrigation. Santa Rosa Lake has caused changes in the groundwater flow system, which may cause changes in the streamflow of the Pecos River that cannot be detected at the present streamflow gaging stations. Data collected at these stations are used to measure the amount of water available for downstream users. A three-dimensional groundwater flow model for a 950 sq mi area between Anton Chico and Puerto de Luna was used to simulate the effects of Santa Rosa Lake on groundwater flow to a gaining reach of the Pecos River for lake levels of 4,675, 4,715, 4,725, 4,750, 4,776, and 4,797 feet above sea level and durations of impoundment of 30, 90, 182, and 365 days for all levels except 4 ,797 feet. These simulations indicated that streamflow in the Pecos River could increase by as much as 2 cu ft/sec between the dam and Puerto de Luna if the lake level were maintained at 4 ,797 feet for 90 days or 4,776 feet for 1 year. About 90% of this increased streamflow would occur &lt; 0.5 mi downstream from the dam, some of which would be measured at the streamflow gaging station located 0.2 mile downstream from the dam. Simulations also indicated that the lake will affect groundwater flow such that inflow to the study area may be decreased by as much as 1.9 cu ft/sec. This water may leave the Pecos River drainage basin or be diverted back to the Pecos River downstream from the gaging station near Puerto de Luna. In either case, this quantity represents a net loss of water upstream from Puerto de Luna. Most simulations indicated that the decrease in groundwater flow into the study area would be of about the same quantity as the simulated increase in streamflow downstream from the dam. Therefore, the net effect of the lake on the flow of the Pecos River in the study area appears to be negligible. Model simulations indicated that effect of lake levels below 4 ,750 feet on water levels in observation wells completed in the San Andres Limestone could not be distinguished from the effects of other hydrologic stresses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854291","usgsCitation":"Risser, D.W., 1987, Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4291, viii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854291.","productDescription":"viii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4291/report-thumb.jpg"},{"id":58223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4291/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0fe4b07f02db6a0372","contributors":{"authors":[{"text":"Risser, D. W.","contributorId":48211,"corporation":false,"usgs":true,"family":"Risser","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201433,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28475,"text":"wri874085 - 1987 - Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4085","title":"Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","docAbstract":"Three models of the aquifer in the southern High Plains were compared to determine the effect of grid size on simulated water levels. The first model, calibrated prior to this study, had 10-mi grid spacing. The mean difference between the simulated and measured pre-development water levels in this model was +0.28 ft with a standard deviation of 25.8 ft. The second model, calibrated during this study independently of the first model, had 5-mi grid spacing. The mean difference between the simulated and measured pre-development water levels was -0.01 ft with a standard deviation of 44.4 ft. For 1980 water levels, the mean difference was +8.22 ft with a standard deviation of 27.9 ft. The results from the first and second models were compared. The standard deviation of the differences in simulated water levels was 19.0 ft for the pre-development period and 21.8 ft for 1980. There appeared to be no hydrologic significance to the pattern of the differences. A third model, constructed by aggregating the data from the second model, had 10-mi grid spacing. The mean difference in simulated pre-development water levels between the second and third models was +0.86 ft with a standard deviation of 8.9 ft. For the 1980 water levels, the mean difference between the models was +0.39 ft with a standard deviation of 4.4 ft. The study found that the same hydrologic conclusions would have been reached had 5-mi grid spacing or 10-mi grid spacing been used. It was further concluded that the difference in simulated water levels between models with 5-mi grid spacing or 10-mi grid spacing was five to six times smaller than the differences between the simulated and measured water levels. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874085","usgsCitation":"Luckey, R.R., and Stephens, D., 1987, Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4085, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874085.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4085/report-thumb.jpg"},{"id":57275,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62565e","contributors":{"authors":[{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":199868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26464,"text":"wri874041 - 1987 - Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri874041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4041","title":"Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","docAbstract":"Areal, seasonal, and long-term variations in the specific conductance of surface and groundwater in the Arkansas River basin of Colorado were evaluated and relations of specific conductance to stream-flow and to concentrations of dissolved solids and major ions were determined as part of an effort to develop a comprehensive hydrologic model of the basin. Mean specific conductance of surface and groundwater was smallest in the upper basin and increased downstream. Smallest mean specific conductance occurred during summer runoff, and largest mean specific conductance occurred during spring and fall low flows. Trends in specific conductance occurred at 18 of 31 surface-water stations and in flow-adjusted specific conductance at 14 of 24 surface-water stations. Logarithmic relations of specific conductance to streamflow were determined for 69 stations. Significant seasonal differences in the relations illustrate the effect of basin characteristics on the relation of specific conductance to streamflow. Relations of specific conductance to dissolved-solids concentration were determined for 28 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. Relations of specific conductance to concentrations of major ions were determined for 26 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874041","usgsCitation":"Cain, D., 1987, Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4041, vi, 93 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874041.","productDescription":"vi, 93 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4041/report-thumb.jpg"},{"id":55285,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4041/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db634919","contributors":{"authors":[{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":196440,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38463,"text":"pp1431 - 1987 - Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82","interactions":[],"lastModifiedDate":"2018-03-08T13:49:28","indexId":"pp1431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1431","title":"Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82","docAbstract":"<p>The relation of hydrologic setting and temporal variability in hydrology to nutrient content and geochemical characteristics of a group of prairie wetlands and adjacent ground water was studied during the period 1979-82. Although data were collected from many wetlands and wells at the study site, emphasis in this report primarily is on four wetlands two seasonal and two semipermanent and four wells contiguous to them along a hydrologic section. The seasonal wetlands, T8 and T3, contained water only for a few weeks to months after filling in spring and early summer; both were completely dry by August. The semipermanent wetlands, PI and P8, contained water throughout each year and were ice covered in winter. One wetland, T8, recharges ground water. Wetlands PI and P8 are in areas of ground-water discharge. None of the wetlands received water by channelized surface-water inlets. Only wetland P8 had a channelized surface-water outlet. Ground-water-level data showed that high points of the water table did not always occur beneath land-surface highs. Reversals of ground-water flow occurred occasionally between two of the wetlands, T3 and PI.</p><p>Significant differences existed in the chemical composition of the wetlands based on their hydrologic setting. In general, the dominant cation and anion in the wetlands were potassium and bicarbonate in wetland T8, calcium and sulfate in wetland T3, magnesium and sulfate in wetland PI, and magnesium and bicarbonate in wetland P8. Significant seasonal differences existed in the water chemistry of the wetlands in ground-water discharge areas. Water in three of the wetlands, T3, Pi, and P8, was most dilute while they filled in spring after icemelt. Concentration increased during the open-water period, and two of the wetlands, PI and P8, became most concentrated under ice cover. Concentrations of total phosphorus and total nitrogen were greatest in wetlands in areas of ground-water recharge and least in wetlands in areas of ground-water discharge. Differences in the chemistry of water from wells in the adjacent ground water resulted primarily from the positions of the wells in the ground-water flow system. The chemical type of water from well 12, which was located in a ground-water recharge area, was calcium sodium bicarbonate. Water from well 4, located downgradient from wetland T8, and from well 16, located downgradient from wetland PI, typically was a calcium sulfate type. Water from well 13, located between wetlands T3 and PI in an area of changing ground-water flow directions, was a magnesium sulfate type. Data from this study show that an understanding of hydrologic conditions is important in the interpretation of the water chemistry of wetlands in the study area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1431","usgsCitation":"LaBaugh, J.W., Winter, T.C., Adomaitis, V.A., and Swanson, G., 1987, Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82: U.S. Geological Survey Professional Paper 1431, iii, 26 p., https://doi.org/10.3133/pp1431.","productDescription":"iii, 26 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":124443,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1431/report-thumb.jpg"},{"id":65018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1431/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -100.42190551757812,\n              47.888262218856994\n            ],\n            [\n              -100.37384033203124,\n              47.888262218856994\n            ],\n            [\n              -100.37384033203124,\n              47.91864298946684\n            ],\n            [\n              -100.42190551757812,\n              47.91864298946684\n            ],\n            [\n              -100.42190551757812,\n              47.888262218856994\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8e5","contributors":{"authors":[{"text":"LaBaugh, J. 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