{"pageNumber":"1958","pageRowStart":"48925","pageSize":"25","recordCount":68921,"records":[{"id":47709,"text":"wri854137 - 1986 - Location of potential ground-water quality monitoring wells, Miami 1° by 2° quadrangle, Florida","interactions":[],"lastModifiedDate":"2023-12-12T22:31:39.46575","indexId":"wri854137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4137","title":"Location of potential ground-water quality monitoring wells, Miami 1° by 2° quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854137","usgsCitation":"Thagard, M.E., and Seaber, P.R., 1986, Location of potential ground-water quality monitoring wells, Miami 1° by 2° quadrangle, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4137, 1 Plate: 39.78 x 22.07 inches, https://doi.org/10.3133/wri854137.","productDescription":"1 Plate: 39.78 x 22.07 inches","costCenters":[],"links":[{"id":423465,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36300.htm","linkFileType":{"id":5,"text":"html"}},{"id":84618,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4137/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169866,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Miami quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82,\n              26\n            ],\n            [\n              -82,\n              25\n            ],\n            [\n              -80,\n              25\n            ],\n            [\n              -80,\n              26\n            ],\n            [\n              -82,\n              26\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63bef8","contributors":{"authors":[{"text":"Thagard, Martha E.","contributorId":68315,"corporation":false,"usgs":true,"family":"Thagard","given":"Martha","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":236053,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seaber, Paul R.","contributorId":67492,"corporation":false,"usgs":true,"family":"Seaber","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":236052,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43121,"text":"ofr8616 - 1986 - Land use and land cover and associated maps for Poplar Bluff, Missouri; Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:01","indexId":"ofr8616","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-16","title":"Land use and land cover and associated maps for Poplar Bluff, Missouri; Arkansas","language":"ENGLISH","doi":"10.3133/ofr8616","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Land use and land cover and associated maps for Poplar Bluff, Missouri; Arkansas: U.S. Geological Survey Open-File Report 86-16, maps :photocopy ;56 x 92 cm., on sheet 76 x 107 cm., https://doi.org/10.3133/ofr8616.","productDescription":"maps :photocopy ;56 x 92 cm., on sheet 76 x 107 cm.","costCenters":[],"links":[{"id":135562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6affc7","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530973,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44472,"text":"wri854109 - 1986 - Distribution and altitude of the top of saline ground water in the southeastern Coastal Plain","interactions":[],"lastModifiedDate":"2023-01-13T21:31:44.796146","indexId":"wri854109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4109","title":"Distribution and altitude of the top of saline ground water in the southeastern Coastal Plain","docAbstract":"<p>A map prepared by the U.S. Geological Survey shows the approximate distribution of saline water (greater than 10,000 mg/L as NaCl) in the Southeastern Coastal Plain. The primary distribution of saline water is in Cretaceous sediments and may be characterized as an extensive body of fluid whose upper surface generally slopes upward from inland toward coastal areas. Some freshwater appears to occupy parts of the deeper water-bearing zones in Georgia. A small amount of saline water appears to occupy a narrow upper zone of limited extent in lower Tertiary sediments in Georgia and parts of South Carolina. The freshwater-saline water interface for the lower zone lies offshore, east of the South Carolina coast. Consequently, the saline water distribution is inferred offshore.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854109","usgsCitation":"Lee, R.W., DeJarnette, S.S., and Barker, R.A., 1986, Distribution and altitude of the top of saline ground water in the southeastern Coastal Plain: U.S. Geological Survey Water-Resources Investigations Report 85-4109, 1 Plate: 27.10 x 21.13 inches, https://doi.org/10.3133/wri854109.","productDescription":"1 Plate: 27.10 x 21.13 inches","costCenters":[],"links":[{"id":411923,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36275.htm","linkFileType":{"id":5,"text":"html"}},{"id":81821,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":134858,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4109/report-thumb.jpg"}],"country":"United States","otherGeospatial":"southeastern Coastal Plain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -91.604,\n              35\n            ],\n            [\n              -91.604,\n              30\n            ],\n            [\n              -80,\n              30\n            ],\n            [\n              -80,\n              35\n            ],\n            [\n              -91.604,\n              35\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649df9","contributors":{"authors":[{"text":"Lee, Roger W.","contributorId":105273,"corporation":false,"usgs":true,"family":"Lee","given":"Roger","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":229835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeJarnette, Sydney S.","contributorId":13947,"corporation":false,"usgs":true,"family":"DeJarnette","given":"Sydney","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":229833,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Barker, Rene A.","contributorId":82669,"corporation":false,"usgs":true,"family":"Barker","given":"Rene","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229834,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44473,"text":"wri854119 - 1986 - Hydrogeology of the Fort Drum area, Jefferson, Lewis, and St. Lawrence Counties, New York","interactions":[],"lastModifiedDate":"2022-04-06T18:40:34.352694","indexId":"wri854119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4119","title":"Hydrogeology of the Fort Drum area, Jefferson, Lewis, and St. Lawrence Counties, New York","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854119","usgsCitation":"Reynolds, R.J., 1986, Hydrogeology of the Fort Drum area, Jefferson, Lewis, and St. Lawrence Counties, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4119, 7 Plates: 34.00 × 25.83 inches or smaller, https://doi.org/10.3133/wri854119.","productDescription":"7 Plates: 34.00 × 25.83 inches or smaller","costCenters":[],"links":[{"id":81828,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81827,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81826,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81825,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81824,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81823,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81822,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4119/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":134859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":398252,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36284.htm"}],"scale":"47600","country":"United States","state":"New York","county":"Jefferson County, Lewis County, St. Lawrence County","otherGeospatial":"Fort Drum area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.875,\n              44\n            ],\n            [\n              -75.375,\n              44\n            ],\n            [\n              -75.375,\n              44.25\n            ],\n            [\n              -75.875,\n              44.25\n            ],\n            [\n              -75.875,\n              44\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684841","contributors":{"authors":[{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229836,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43842,"text":"ofr83108 - 1986 - Land use and land cover and associated maps for Wells, Nevada; Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:11:04","indexId":"ofr83108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-108","title":"Land use and land cover and associated maps for Wells, Nevada; Utah","language":"ENGLISH","doi":"10.3133/ofr83108","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Land use and land cover and associated maps for Wells, Nevada; Utah: U.S. Geological Survey Open-File Report 83-108, maps :photocopy ;45 x 67 cm., https://doi.org/10.3133/ofr83108.","productDescription":"maps :photocopy ;45 x 67 cm.","costCenters":[],"links":[{"id":167962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae95a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531392,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44446,"text":"wri864062 - 1986 - Recharge zone of the Edwards aquifer hydrologically associated with Barton springs in the Austin area, Texas","interactions":[],"lastModifiedDate":"2016-08-10T15:04:47","indexId":"wri864062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4062","title":"Recharge zone of the Edwards aquifer hydrologically associated with Barton springs in the Austin area, Texas","docAbstract":"<p>The Edwards aquifer extends in a narrow belt from Bell County in the northeast to Kinney County in the southwest (index map) and provides water for at least nine counties in south-central Texas. Hydrologic boundaries divide the Edwards aquifer in the Austin area for which Barton Springs is the major discharge point. This part of the Edwards aquifer provides the municipal, industrial, domestic, and agricultural water supplies for about 30,000 people in the Austin area (southern Travis and northern Hays counties). Discharge from Barton Springs sustains streamflow at the mouth of Barton Creek and flows into Town Lake. Much of the land use within the outcrop area of the Edwards aquifer near Austin is rapidly changing from natural woodland and grassland to commercial and residential developments. Because urban development can result in a substantial degradation of the quality of water that recharges the aquifer, the extent of the recharge zone of the Edwards aquifer was delineated to provide information to the City of Austin for their use in formulating a plan for protecting and managing groundwater quality. The purpose of this report is to define and delineate the areal extent of the recharge zone of the Edwards aquifer in southern Travis and northern Hays Counties. The areal boundary of the recharge zone was determined by: (1) geologic mapping of the aquifer area; (2) interpretation of aerial photographs; (3) field verification of existing geologic maps; and (4) streamflow-loss studies.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864062","usgsCitation":"Slagle, D.L., Ardis, A.F., and Slade, R.M., 1986, Recharge zone of the Edwards aquifer hydrologically associated with Barton springs in the Austin area, Texas: U.S. Geological Survey Water-Resources Investigations Report 86-4062, 30.00 x 41.76 inches, https://doi.org/10.3133/wri864062.","productDescription":"30.00 x 41.76 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":173743,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri864062.PNG"},{"id":81769,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4062/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a221","contributors":{"authors":[{"text":"Slagle, Diana L.","contributorId":103730,"corporation":false,"usgs":true,"family":"Slagle","given":"Diana","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":229781,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ardis, Ann F.","contributorId":96672,"corporation":false,"usgs":true,"family":"Ardis","given":"Ann","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229780,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Slade, Raymond M. Jr.","contributorId":46487,"corporation":false,"usgs":true,"family":"Slade","given":"Raymond","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":229779,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44477,"text":"wri844326 - 1986 - Surficial geology, structure, and thickness of selected geohydrologic units in the Columbia Plateau, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:04:55","indexId":"wri844326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4326","title":"Surficial geology, structure, and thickness of selected geohydrologic units in the Columbia Plateau, Washington","docAbstract":"A 2-1/2 year study of the Columbia Plateau in Washington was begun in March 1982 to define spatial and temporal variations in dissolved sodium in the Columbia River Basalt Group aquifers and to relate these variations to the groundwater system and its geologic framework. This report describes the geologic framework , including the vertical and areal extent of the major basalt units, interbeds, and overlying materials. Thickness and structure of the Grande Ronde, Wanapum, and Saddle Mountains Basalts, thickness of the interbeds between the Grande Ronde and Wanapum, and Wanapum and Saddle Mountains Basalts, and thickness of the overburden were mapped at a scale of 1:500,000. Information was compiled from 2,500 well records using chemical analyses of core or drill chips, geophysical logs, and driller 's logs, in decreasing order of reliability. Surficial geology and surficial expression of structural features were simplified from published maps to provide maps with this information at the 1:500,000 scale. This report is intended to serve as a base for evaluating the distribution of dissolved sodium in basalt aquifers and as a base for future water resource studies. (USGS)","language":"ENGLISH","doi":"10.3133/wri844326","usgsCitation":"Drost, B., and Whiteman, K.J., 1986, Surficial geology, structure, and thickness of selected geohydrologic units in the Columbia Plateau, Washington: U.S. Geological Survey Water-Resources Investigations Report 84-4326, 10 maps and 1 data sheet : col. ; 60 x 79 cm., on sheets 76 x 91 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/wri844326.","productDescription":"10 maps and 1 data sheet : col. ; 60 x 79 cm., on sheets 76 x 91 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":134513,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4326/report-thumb.jpg"},{"id":81832,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6888d7","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":229842,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whiteman, K. J.","contributorId":48147,"corporation":false,"usgs":true,"family":"Whiteman","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":229843,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43558,"text":"ofr8614 - 1986 - Land use and land cover and associated maps for Helena, Arkansas; Mississippi; Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:11:00","indexId":"ofr8614","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-14","title":"Land use and land cover and associated maps for Helena, Arkansas; Mississippi; Tennessee","language":"ENGLISH","doi":"10.3133/ofr8614","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Land use and land cover and associated maps for Helena, Arkansas; Mississippi; Tennessee: U.S. Geological Survey Open-File Report 86-14, maps :photocopy ;56 x 92 cm., on sheet 76 x 107 cm., https://doi.org/10.3133/ofr8614.","productDescription":"maps :photocopy ;56 x 92 cm., on sheet 76 x 107 cm.","costCenters":[],"links":[{"id":169005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b10e3","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531242,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28773,"text":"wri854322 - 1986 - Extent and source of saltwater intrusion into the alluvial aquifer near Brinkley, Arkansas, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri854322","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4322","title":"Extent and source of saltwater intrusion into the alluvial aquifer near Brinkley, Arkansas, 1984","docAbstract":"An approximate area of 56 sq mi of the alluvial aquifer just north of Brinkley, Arkansas, has been contaminated by saltwater (chloride concentration &gt; or = 50 mg/L) intruded from underlying aquifers. The contamination was mapped from water quality data for 217 wells. Saltwater problems appear to have spread rapidly in the alluvial aquifer since the late 1940's. Chemical comparisons indicate that the alluvial aquifer was contaminated by water from the Sparta aquifer which in turn was contaminated by the underlying Nacatoch aquifer. The possibility of intrusion into the alluvial aquifer through abandoned oil and gas test wells was investigated but no evidence could be found to support this possibility. Upward movement into the alluvial aquifer from the underlying Sparta aquifer through the thinned or absent Jackson confining unit appears to be the principal reason for saltwater in the alluvial aquifer. Increased withdrawals of water from the alluvial aquifer for irrigation and public supply appear to have contributed to this upward movement. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854322","usgsCitation":"Morris, E.E., and Bush, W.V., 1986, Extent and source of saltwater intrusion into the alluvial aquifer near Brinkley, Arkansas, 1984: U.S. Geological Survey Water-Resources Investigations Report 85-4322, v, 123 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854322.","productDescription":"v, 123 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4322/report-thumb.jpg"},{"id":57647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8a73","contributors":{"authors":[{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200374,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, W. V.","contributorId":40233,"corporation":false,"usgs":true,"family":"Bush","given":"W.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":200373,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29034,"text":"wri864013 - 1986 - Quality of ground water in the Payette River basin, Idaho","interactions":[],"lastModifiedDate":"2013-11-21T14:07:14","indexId":"wri864013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4013","title":"Quality of ground water in the Payette River basin, Idaho","docAbstract":"As part of a study to obtain groundwater quality data in areas of Idaho were land- and water-resource development is expected to increase, water quality, geologic, and hydrologic data were collected for 74 wells in the Payette River basin, west-central Idaho, from July to October 1982. Historical (pre-1982) data from 13 wells were compiled with more recent (1982) data to define, on a reconnaissance level, water quality conditions in major aquifers and to identify factors that may have affected groundwater quality. Water from the major aquifers generally contains predominantly calcium, magnesium, and bicarbonate plus carbonate ions. Sodium and bicarbonate or sulfate are the predominant ions in groundwater from 25% of the 1982 samples. Areally, groundwater from the upper Payette River basin has proportionately lower ion concentrations than water from the lower Payette River basin. Water samples from wells &lt; 100 ft deep generally have lower ion concentrations than samples from wells &gt; 100 ft deep. Variations in groundwater quality probably are most affected by differences in aquifer composition and proximity to source(s) of recharge. Groundwater in the study area is generally suitable for most uses. In localized areas, pH and concentrations of hardness, alkalinity, dissolved solids, or dissolved nitrite plus nitrate as nitrogen, sulfate, fluoride, iron, or manganese exceed Federal drinking water limits and may restrict some uses of the water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864013","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Parliman, D., 1986, Quality of ground water in the Payette River basin, Idaho: U.S. Geological Survey Water-Resources Investigations Report 86-4013, Report: iv, 85 p.; 2 Plates: 20.77 x 25.18 inches and 20.62 x 25.73 inches, https://doi.org/10.3133/wri864013.","productDescription":"Report: iv, 85 p.; 2 Plates: 20.77 x 25.18 inches and 20.62 x 25.73 inches","numberOfPages":"86","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":158888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4013/report-thumb.jpg"},{"id":57895,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57896,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57897,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Idaho","otherGeospatial":"Payette River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.0,43.75 ], [ -117.0,45.0 ], [ -115.5,45.0 ], [ -115.5,43.75 ], [ -117.0,43.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624d84","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200830,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28909,"text":"wri864115 - 1986 - Application of the precipitation-runoff modeling system to small basins in the Parachute Creek basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri864115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4115","title":"Application of the precipitation-runoff modeling system to small basins in the Parachute Creek basin, Colorado","docAbstract":"The U.S. Geological Survey 's Precipitation-Runoff Modeling System was calibrated and verified for two small basins in western Colorado. Average monthly mean, average monthly maximum, average annual total, and average daily mean observed and model predicted streamflow differences were small, on the average &lt; 10 %, indicating the Precipitation-Runoff Modeling System can, when adequately calibrated, satisfactorily estimate these streamflow factors. Average monthly minimum streamflow generally was over-predicted, but actual differences between observed and model predicted average monthly minimum streamflow are small. To determine relative errors of streamflow prediction in ungaged basins, three different model parameter sets were used to predict streamflow in a nearby gaged basin. The first set of parameters was based on the assumption that little information about this basin was available. Model parameters used to calibrate basins approximately 75 mi away were adjusted to model this basin on the basis of easily obtainable physical basin characteristics, such as elevation and slope. The second set of parameters was based on the first set, except it was assumed that local climate information was available to estimate the model 's climatic parameters for the basin better. The second set of parameters improved streamflow estimation in this basin by about 7% over the first model parameter set. The third set of model parameters assumed that the model had been calibrated to similar, nearby basins. This model parameter set was derived from the model parameters of the earlier calibrated basins. Using these calibrated model parameter values improved streamflow estimates by approximately 21% over the second parameter set. The average difference between observed and predicted average annual streamflow for the basin using these parameters was 16.3%. For comparison, the average difference between observed and predicted average annual total streamflow for the calibration basins was 12.9%. This suggests that, with some increase in error, this model can be used to estimate streamflow in ungaged basins, if the model has been calibrated to a nearby gaged basin with similar physical characteristics. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864115","usgsCitation":"Norris, J.M., 1986, Application of the precipitation-runoff modeling system to small basins in the Parachute Creek basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4115, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864115.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123490,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4115/report-thumb.jpg"},{"id":57779,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a672","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200602,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30220,"text":"wri854221 - 1986 - Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis","interactions":[],"lastModifiedDate":"2015-10-22T09:06:58","indexId":"wri854221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4221","title":"Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis","docAbstract":"<p>Shallow land burial of low-level radioactive waste has been practiced since 1951 in Melton Valley. Groundwater flow modeling was used to better understand the geohydrology of the valley, and to provide a foundation for future contaminant transport modeling. The three-dimensional, finite difference model simulates the aquifer as a two layer system that represents the regolith and bedrock. Transmissivities, which were adjusted during model calibration, range from 8 to 16 sq ft/day for the regolith, and from 0.2 to 1.5 sq ft/day for bedrock. An anisotropy ratio of 1:3 for strike-normal to strike-parallel transmissivity values, in conjunction with recharge rate = 6% of precipitation that is uniformly distributed over the model area, produces the best match between simulated and observed water levels. Simulated water levels generally compare well to observed or estimated 1978 groundwater conditions. Simulated water levels for the regolith for 39 of 69 comparison points are within +/- 10 ft of average 1978 levels. Simulated vertical flow components are in the observed direction for 9 of 11 comparison points. Preliminary simulations indicate that nearly all groundwater flow is within the regolith and discharges to either the Clinch River or the White Oak Creek-Melton Branch drainage systems. Less than 3% of the flow is between the regolith and bedrock, and &lt; 1% of total groundwater flow discharges to the Clinch River through bedrock. Additional data needed to refine and further calibrate the model, include: (1) quantity and areal distribution of recharge; (2) water levels in the regolith near the model boundaries and beyond the Clinch River; (3) water levels and aquifer characteristics for bedrock; and (4) additional surface water data. (Author 's abstract)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854221","usgsCitation":"Tucci, P., 1986, Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis: U.S. Geological Survey Water-Resources Investigations Report 85-4221, iv, 20 p., https://doi.org/10.3133/wri854221.","productDescription":"iv, 20 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854221.PNG"},{"id":310315,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4221/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Tennessee","county":"Roane County","otherGeospatial":"Melton Valley, Oak Ridge Reservation","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.2716,35.9104],[-84.2717,35.9072],[-84.2628,35.8971],[-84.268,35.8958],[-84.2792,35.9033],[-84.2843,35.9015],[-84.285,35.8947],[-84.2797,35.8806],[-84.2814,35.8783],[-84.2848,35.8775],[-84.2972,35.8854],[-84.3005,35.8863],[-84.309,35.8882],[-84.3227,35.8866],[-84.3283,35.8899],[-84.3299,35.8931],[-84.3331,35.8791],[-84.3426,35.8316],[-84.3477,35.8325],[-84.3729,35.8224],[-84.3758,35.8166],[-84.3812,35.8058],[-84.3802,35.798],[-84.3775,35.7916],[-84.3885,35.7823],[-84.3807,35.7776],[-84.3888,35.7677],[-84.3916,35.7701],[-84.3994,35.7742],[-84.4073,35.7775],[-84.4101,35.7776],[-84.4164,35.7767],[-84.421,35.7736],[-84.424,35.7664],[-84.4242,35.7578],[-84.4294,35.751],[-84.4368,35.7502],[-84.4435,35.7549],[-84.4474,35.7604],[-84.4531,35.7554],[-84.471,35.7389],[-84.4947,35.7169],[-84.5106,35.7167],[-84.5169,35.7122],[-84.5216,35.7059],[-84.5218,35.6946],[-84.5263,35.6951],[-84.5264,35.6915],[-84.5303,35.6915],[-84.5321,35.6879],[-84.5322,35.6843],[-84.522,35.6837],[-84.5215,35.6769],[-84.5306,35.677],[-84.5313,35.6707],[-84.5398,35.6703],[-84.5399,35.6658],[-84.5489,35.6663],[-84.5491,35.6591],[-84.5751,35.6594],[-84.5758,35.6521],[-84.5843,35.6518],[-84.585,35.6445],[-84.6201,35.645],[-84.6198,35.659],[-84.6306,35.6587],[-84.631,35.666],[-84.6283,35.69],[-84.6226,35.6963],[-84.6265,35.6995],[-84.6241,35.7067],[-84.6301,35.719],[-84.6368,35.7205],[-84.6362,35.7246],[-84.6453,35.7247],[-84.6448,35.7169],[-84.6545,35.7175],[-84.654,35.7102],[-84.6631,35.7103],[-84.6638,35.7031],[-84.6723,35.7032],[-84.6716,35.7104],[-84.6761,35.7105],[-84.6766,35.7173],[-84.6986,35.718],[-84.6985,35.7253],[-84.699,35.733],[-84.6988,35.7411],[-84.7028,35.7416],[-84.7141,35.7422],[-84.7163,35.7468],[-84.7236,35.7532],[-84.7287,35.7523],[-84.7327,35.7506],[-84.7389,35.7516],[-84.7439,35.7539],[-84.7524,35.7567],[-84.7541,35.7594],[-84.7522,35.7667],[-84.751,35.7707],[-84.7464,35.7752],[-84.7419,35.7766],[-84.7379,35.7792],[-84.7383,35.7869],[-84.7377,35.7906],[-84.741,35.7933],[-84.7472,35.7948],[-84.7489,35.7952],[-84.7551,35.798],[-84.763,35.8022],[-84.7731,35.8114],[-84.7804,35.8123],[-84.7844,35.8124],[-84.7889,35.8152],[-84.7872,35.8165],[-84.7832,35.8187],[-84.7803,35.8237],[-84.7785,35.8268],[-84.7722,35.83],[-84.7659,35.8344],[-84.7578,35.8425],[-84.7492,35.8488],[-84.7383,35.8532],[-84.7309,35.859],[-84.7251,35.8653],[-84.7187,35.8734],[-84.7041,35.8941],[-84.6978,35.8999],[-84.6858,35.9025],[-84.6818,35.9052],[-84.6795,35.9075],[-84.6749,35.9115],[-84.6703,35.9155],[-84.6611,35.9181],[-84.6566,35.9199],[-84.653,35.9262],[-84.6502,35.928],[-84.6462,35.9275],[-84.6433,35.9288],[-84.6393,35.931],[-84.6319,35.9305],[-84.6256,35.9336],[-84.6194,35.934],[-84.6159,35.9385],[-84.609,35.9411],[-84.6067,35.9456],[-84.6049,35.9515],[-84.602,35.9524],[-84.5969,35.9501],[-84.5907,35.9486],[-84.5844,35.9495],[-84.5765,35.9503],[-84.5543,35.9505],[-84.5547,35.96],[-84.554,35.9645],[-84.5374,35.9707],[-84.5288,35.9738],[-84.5169,35.9759],[-84.4939,35.9847],[-84.4888,35.9851],[-84.4774,35.9849],[-84.4672,35.9839],[-84.4564,35.9842],[-84.4461,35.9863],[-84.4185,36.0027],[-84.4065,36.008],[-84.3983,36.0156],[-84.3868,36.0214],[-84.3573,36.0441],[-84.347,36.048],[-84.3418,36.0493],[-84.3397,36.0443],[-84.3359,36.0338],[-84.3343,36.0302],[-84.3327,36.0243],[-84.3257,36.0069],[-84.3204,35.9919],[-84.3094,35.9722],[-84.2854,35.9301],[-84.2721,35.9113],[-84.2716,35.9104]]]},\"properties\":{\"name\":\"Roane\",\"state\":\"TN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cb6f","contributors":{"authors":[{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":202881,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28791,"text":"wri854303 - 1986 - Preliminary evaluation of the basal sandstone in Tennessee for receiving injected wastes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri854303","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4303","title":"Preliminary evaluation of the basal sandstone in Tennessee for receiving injected wastes","docAbstract":"The EPA is authorized, under the Safe Drinking Water Act, to administer the Underground Injection Control program. This program allows for the regulation of deep-well disposal of wastes and establishes criteria to protect underground sources of drinking water from contamination. The basal sandstone in Tennessee occurs west of the Valley and Ridge province at depths of 5,000 to 9,000 ft below land surface. The basal sandstone consists of about 30 to 750 ft of Cambrian sandstone overlying the crystalline basement complex. The basal sandstone is overlain and confined by shale and carbonate rocks of the Middle and Upper Cambrian Conasauga Group. Hydrologic data for the basal sandstone, available from only three sites (four wells) in Tennessee, indicate that the basal sandstone generally has low porosity and permeability with a few zones having enough permeability to accept injected fluids. Limited water quality data indicate the basal sandstone contains water with dissolved solids concentrations exceeding 10,000 mg/L. Since the dissolved-solids concentrations exceed 10,000 mg/L, the basal sandstone is not classified as an underground source of drinking water according to EPA regulations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854303","usgsCitation":"Mulderink, D., and Bradley, M.W., 1986, Preliminary evaluation of the basal sandstone in Tennessee for receiving injected wastes: U.S. Geological Survey Water-Resources Investigations Report 85-4303, iii, 9 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854303.","productDescription":"iii, 9 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158901,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2316,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4303","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bf47","contributors":{"authors":[{"text":"Mulderink, Dolores","contributorId":64667,"corporation":false,"usgs":true,"family":"Mulderink","given":"Dolores","email":"","affiliations":[],"preferred":false,"id":200399,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29129,"text":"wri864186 - 1986 - Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri864186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4186","title":"Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864186","usgsCitation":"Pettijohn, R.A., 1986, Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types: U.S. Geological Survey Water-Resources Investigations Report 86-4186, iv, 42 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864186.","productDescription":"iv, 42 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4186/report-thumb.jpg"},{"id":57998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3fe3","contributors":{"authors":[{"text":"Pettijohn, R. A.","contributorId":66743,"corporation":false,"usgs":true,"family":"Pettijohn","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200992,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30495,"text":"wri844224 - 1986 - Geohydrology of the southwest alluvial basins regional aquifer- systems analysis, parts of Colorado, New Mexico, and Texas","interactions":[],"lastModifiedDate":"2019-10-04T12:41:07","indexId":"wri844224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4224","title":"Geohydrology of the southwest alluvial basins regional aquifer- systems analysis, parts of Colorado, New Mexico, and Texas","docAbstract":"<p>The Southwest Alluvial Basins study is part of the National Regional Aquifer-Systems Analysis program. Twenty-two structural basins extend from the San Luis Basin in southern Colorado to the Presidio Basin in western Texas. Closed surface-water basins west of the Guadalupe Mountains and east of the Peloncillo Mountains are included in the study.</p><p>The study area is bounded on the east by predominately Precambrian and Paleozoic rocks. Tertiary and Quaternary volcanics also are present. Tertiary and Quaternary volcanic rocks, and also Mesozoic rocks west of the Espanola and Albuquerque-Belen Basins, form the west boundary. The east and west boundary units converge at the north end of the study area to form the north boundary. The study area extends south to the international border between the United States and Mexico.</p><p>The Santa Fe Group sediments of late Oligocene to middle Pleistocene age comprise the main aquifer in the area. Estimated maximum depths of sediments in the rift basins range from 8,000 feet in the Tularosa-Hueco Basin to 30,000 feet in the San Luis Basin. The average thickness of sediments in closed basins is about 4,000 feet. Santa Fe deposits are composed of layers of gravel, sand, silt, and clay interbedded with local volcanic flows or tuffs. Lacustrine deposits are more prevalent in the closed basins. Wells produce as much as 2,000 gallons of water per minute.</p><p>Potentiometric-surface altitudes for 1971-82 indicate that water recharges in the highland areas around the basins and discharges in the center of valleys. Water generally flows from the east and west southward along the axis of the valleys.</p><p>Ground-water quality for the region has been zoned into calcium sulfate, calcium chloride, magnesium sulfate, magnesium chloride; sodium sulfate, sodium chloride; sodium bicarbonate; and calcium bicarbonate, magnesium bicarbonate types.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844224","usgsCitation":"Wilkins, D.W., 1986, Geohydrology of the southwest alluvial basins regional aquifer- systems analysis, parts of Colorado, New Mexico, and Texas: U.S. Geological Survey Water-Resources Investigations Report 84-4224, Report: v, 61 p.; 7 Plates: 24.84 x 44.18 inches or smaller, https://doi.org/10.3133/wri844224.","productDescription":"Report: v, 61 p.; 7 Plates: 24.84 x 44.18 inches or smaller","costCenters":[],"links":[{"id":368006,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4224/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368007,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368008,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368009,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368010,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368011,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368012,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":368013,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4224/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4224/report-thumb.jpg"}],"country":"United States","state":"Colorado, New Mexico, Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.25,\n              29.75\n            ],\n            [\n              -103.75,\n              29.75\n            ],\n            [\n              -103.75,\n              38.25\n            ],\n            [\n              -109.25,\n              38.25\n            ],\n            [\n              -109.25,\n              29.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a880c","contributors":{"authors":[{"text":"Wilkins, D. W.","contributorId":97471,"corporation":false,"usgs":true,"family":"Wilkins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29880,"text":"wri864099 - 1986 - Shallow ground-water resources in the Grand Strand of South Carolina","interactions":[],"lastModifiedDate":"2017-01-27T08:55:59","indexId":"wri864099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4099","title":"Shallow ground-water resources in the Grand Strand of South Carolina","docAbstract":"The shallow aquifers that underlie the Grand Strand of South Carolina average approximately 60 to 400 ft thick and have variable productivity with some wells producing little water and others producing several hundred gal/min. These aquifers are separated from the underlying Black Creek aquifer by a 200 ft to 300 ft thick clay confining unit. The shallow aquifers are recharged by local rainfall and discharge primarily into the Atlantic Ocean, the Intracoastal Waterway, and other surface waters. In the North Myrtle Beach area a vertical difference in potentiometric levels of &lt; 1 ft was observed within the shallow aquifers in 1983. However, the difference in potentiometric levels between the shallow aquifers and the Black Creek aquifer was probably from 25 ft to &gt; 50 ft. The quality of groundwater is also variable. Calcium and bicarbonate are generally the predominant ions in solution as a result of the dissolution of calcite in the aquifer sediments. Concentrations of chloride may be high in the vicinity of the salty surface waters. Concentrations of iron range from 5 to 35,000 micrograms/L, but generally &lt; 2,000 micrograms/L. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864099","usgsCitation":"Speiran, G., and Lichtler, W., 1986, Shallow ground-water resources in the Grand Strand of South Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4099, v, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864099.","productDescription":"v, 31 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4099/report-thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Grand Strand","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"properties\":{},\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-78.62777709960938,33.91715274008259],[-78.519287109375,33.82137099133305],[-78.63876342773438,33.78827853625996],[-78.71429443359375,33.755173286674825],[-78.80630493164062,33.69578012931697],[-78.8543701171875,33.6477787401531],[-78.92166137695312,33.58945533558725],[-78.96697998046875,33.50475906922609],[-79.00405883789061,33.42914915719729],[-79.0576171875,33.31905344502012],[-79.07135009765625,33.23639027157906],[-79.08096313476562,33.169743600216165],[-79.07958984375,33.10534697199519],[-79.38720703125,33.151349385342506],[-79.35150146484375,33.33167564632156],[-79.31854248046875,33.39590576922804],[-79.25125122070312,33.527658137677335],[-79.14138793945312,33.66492516885242],[-79.0411376953125,33.75288969455201],[-78.93539428710938,33.831638461142866],[-78.8104248046875,33.895497227123876],[-78.7060546875,33.92285064485909],[-78.64974975585938,33.95133445208438],[-78.62777709960938,33.91715274008259]]]}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e14a3","contributors":{"authors":[{"text":"Speiran, G. K.","contributorId":83534,"corporation":false,"usgs":true,"family":"Speiran","given":"G. K.","affiliations":[],"preferred":false,"id":202291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lichtler, W.F.","contributorId":57509,"corporation":false,"usgs":true,"family":"Lichtler","given":"W.F.","affiliations":[],"preferred":false,"id":202290,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30478,"text":"wri864320 - 1986 - Hydrologic and climatologic factors affecting water levels of Devils Lake, North Dakota","interactions":[],"lastModifiedDate":"2018-03-14T16:35:11","indexId":"wri864320","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4320","title":"Hydrologic and climatologic factors affecting water levels of Devils Lake, North Dakota","docAbstract":"<p>High water levels of Devils Lake, North Dakota, and other terminal lakes, have, in recent years, threatened highways, agricultural land, recreational cabins, and communities located near these lakes. This study was undertaken to describe the hydrology of the Devils Lake basin and to determine how to estimate future water level probabilities. </p><p>Analysis of the available hydrologic and climatologic data indicates the water level of Devils Lake fluctuates largely in response to climatic variability. Average annual net storage gain has varied from 70 ,000 acre-feet for 1969-83 to as little as 4,530 acre-feet for 1931-40. In addition to the influence of climatic variability on the inflow to Devils Lake, an interconnected chain of lakes upstream of Devils Lake retains runoff and acts as an evaporation basin for runoff from the Devils Lake basin. During 1965-67, at least 112,000 acre-feet of water was stored in this upstream chain of lakes. </p><p>A review of research conducted on other terminal lakes indicated that the water level in these lakes fluctuated primarily in response to climate variability. There is agreement between water level fluctuations of terminal lakes in Western North America and water level fluctuations of Devils lake during times of climatic extremes. </p><p>No standardized methods are available for computing water level probabilities of terminal lakes. Most of the development of a method for determining future water level probabilities has been focused on Great Salt Lake, Utah. A number of techniques have been used to estimate the future water-level probabilities for Great Salt Lake; however, they provide a wide range in probability of occurrence for any given water level. (Author 's abstract)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864320","usgsCitation":"Wiche, G.J., 1986, Hydrologic and climatologic factors affecting water levels of Devils Lake, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 86-4320, iv, 62 p., https://doi.org/10.3133/wri864320.","productDescription":"iv, 62 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":59261,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4320/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4320/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611886","contributors":{"authors":[{"text":"Wiche, Gregg J. gjwiche@usgs.gov","contributorId":1675,"corporation":false,"usgs":true,"family":"Wiche","given":"Gregg","email":"gjwiche@usgs.gov","middleInitial":"J.","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30438,"text":"wri854318 - 1986 - Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas","interactions":[],"lastModifiedDate":"2016-08-10T10:29:04","indexId":"wri854318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4318","title":"Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas","docAbstract":"<p>Hydrologic Accounting Unit 120301 is located in north-central Texas and includes that part of the Trinity River basin upstream from the National Stream Quality Accounting Network station 08062700, Trinity River at Trinidad, Texas. Normal annual precipitation ranges from about 28 inches in the western part of the basin to almost 40 inches in the eastern part. The population of the upper Trinity River basin was nearly 3 million in 1980. Total water use in 1980 was approximately 826,000 acre-feet, of which 90 percent was obtained from surface-water resources.</p>\n<p>Mean discharges for most stations in the study area during the 1973-82 water years were significantly larger than mean discharges for the period of record. Mean discharges throughout most of the study area during the 1982 water year were more than 300 percent of the long-term mean flow.</p>\n<p>Water in the upper Trinity River basin upstream of the Dallas-Fort Worth metroplex is generally a calcium bicarbonate type water. In the West Fork Trinity River downstream from Fort Worth and the main stem of the Trinity River from Dallas to Trinidad, the water is a mixed sodium calcium bicarbonate type water. Average dissolved-solids concentrations during the study period ranged from 174 milligrams per liter in the Elm Fork Trinity River near Lewisville to 682 milligrams per liter in Mountain Creek near Cedar Hill. Discharge-weighted average dissolved-solids concentrations during 1973-82 water years ranged from 165 milligrams per liter in the Elm Fork Trinity River near Lewisville to 416 milligrams per liter at Mountain Creek near Cedar Hill.</p>\n<p>Daily dissolved-solids loads increased from 225 tons at West Fork Trinity River at Beach Street, Fort Worth, to 2,410 tons in the Trinity River at Trinidad. In the 450 square miles of intervening drainage area between West Fork Trinity River at Beach Street, Fort Worth, and West Fork Trinity River at Grand Prairie, the average daily dissolved-solids load increased by 305 tons.</p>\n<p>Upstream of the municipal waste effluents in the Dallas-Fort Worth metroplex, average dissolved-oxygen concentrations generally exceed 7.0 milligrams per liter, average dissolved-oxygen percent-saturation values generally exceed 70 percent, and average biochemical oxygen demand concentrations generally were less than 4.0 milligrams per liter. Downstream of the municipal waste effluents, average dissolved-oxygen concentrations generally did not exceed 5.0 milligrams per liter, average dissolved-oxygen percent-saturation values generally were less than 50 percent, and average biochemical oxygen demand concentrations generally were greater than 12.0 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854318","usgsCitation":"Wells, F.C., Rawson, J., and Shelby, W.J., 1986, Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4318, ix, 135 p., https://doi.org/10.3133/wri854318.","productDescription":"ix, 135 p.","numberOfPages":"145","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":124032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4318/report-thumb.jpg"},{"id":59216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db67359e","contributors":{"authors":[{"text":"Wells, Frank C.","contributorId":80664,"corporation":false,"usgs":true,"family":"Wells","given":"Frank","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203251,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":203250,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelby, Wanda J.","contributorId":173579,"corporation":false,"usgs":false,"family":"Shelby","given":"Wanda","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203249,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30243,"text":"wri844262 - 1986 - Quality of ground water in southeastern and south-central Washington, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4262","title":"Quality of ground water in southeastern and south-central Washington, 1982","docAbstract":"In 1982 groundwater was sampled at over 100 sites in the southeastern-south central region of Washington and analyzed for pH, specific conductance, and concentrations of fecal-coliform bacteria, major dissolved irons, and dissolved iron, manganese, and nitrate. Twenty percent of the samples were analyzed for concentrations of dissolved aluminum, arsenic, barium, cadmium, chromium, cooper, lead, mercury, selenium, silver, and zinc. The predominant water type was calcium bicarbonate. Some sodium bicarbonate water was found in samples from the Lower Yakima, Horse Heaven Hills, and Walla Walla-Tucannon subregions. Dissolved solids concentrations were typically less than 500 mg/L (milligrams per liter). Median iron and manganese concentrations were less than 20 micrograms/L except in the Palouse subregion, where the median concentration of iron was 200 micrograms/L and the median concentrations of manganese was 45 micrograms/L. Generally, trace-metal concentrations were also less than 10 micrograms/L except for barium, copper, and zinc. Nitrate concentrations were less than 1.0 mg/L in waters from half the wells sampled. Concentrations greater than 5.0 mg/L were found in areas of the Lower Yakima, Walla Walla-Tucannon and Hanford subregions. No fecal-coliform bacteria were detected. U.S. Environmental Protection Agency drinking water regulation limits were generally not exceeded, except for occasional high concentrations of nitrate or dissolved solids. The historical data for the region were evaluated for these same constituents. Quantitative differences were found, but the historical and 1982 data led to similar qualitative conclusions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844262","usgsCitation":"Turney, G.L., 1986, Quality of ground water in southeastern and south-central Washington, 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4262, v, 158 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844262.","productDescription":"v, 158 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159823,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4262/report-thumb.jpg"},{"id":59020,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4262/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59021,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4262/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59022,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4262/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59023,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4262/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59024,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4262/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63c012","contributors":{"authors":[{"text":"Turney, G. L.","contributorId":95070,"corporation":false,"usgs":true,"family":"Turney","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202922,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30097,"text":"wri854133 - 1986 - Location of potential ground-water quality monitoring wells, Fort Pierce 1 degree x 2 degrees quadrangle, Florida","interactions":[],"lastModifiedDate":"2024-01-11T17:34:24.861085","indexId":"wri854133","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4133","title":"Location of potential ground-water quality monitoring wells, Fort Pierce 1 degree x 2 degrees quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854133","usgsCitation":"Thagard, M., and Seaber, P., 1986, Location of potential ground-water quality monitoring wells, Fort Pierce 1 degree x 2 degrees quadrangle, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4133, 1 Plate: 39.31 x 22.50 inches, https://doi.org/10.3133/wri854133.","productDescription":"1 Plate: 39.31 x 22.50 inches","costCenters":[],"links":[{"id":424337,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36296.htm","linkFileType":{"id":5,"text":"html"}},{"id":58913,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4133/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160581,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Fort Pierce quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80,\n              28\n            ],\n            [\n              -82,\n              28\n            ],\n            [\n              -82,\n              27\n            ],\n            [\n              -80,\n              27\n            ],\n            [\n              -80,\n              28\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63bedd","contributors":{"authors":[{"text":"Thagard, M.E.","contributorId":30659,"corporation":false,"usgs":true,"family":"Thagard","given":"M.E.","affiliations":[],"preferred":false,"id":202671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seaber, P. R.","contributorId":53802,"corporation":false,"usgs":true,"family":"Seaber","given":"P. R.","affiliations":[],"preferred":false,"id":202672,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30604,"text":"wri864123 - 1986 - Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York","interactions":[],"lastModifiedDate":"2022-09-12T20:02:20.054081","indexId":"wri864123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4123","title":"Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York","docAbstract":"<p>A four-layer finite difference model was developed to simulate groundwater flow and induced infiltration to an aquifer underlying the Susquehanna River in the Towns of Kirkwood and Conklin in Broome County, NY. The aquifer consists of sand and gravel deposited in an ancestral river valley during the recession of glacial ice and is in hydraulic connection with the Susquehanna River. In 1984, he aquifer supplied 1.2 million gal/day to well fields in Kirkwood and Conklin. Horizontal hydraulic conductivity of the sand and gravel in the calibrated model ranges from 50 to 10,000 ft/day. Vertical hydraulic conductivity ranges from 1.0 to 80 ft/day. The riverbed thickness was estimated from results of piezometer tests to be 2 ft; the hydraulic conductivity of the riverbed was estimated to be 0.2 ft/day. Root-mean-square differences between computed drawdowns and drawdowns measured in observation wells and piezometers during aquifer tests at the Kirkwood well field ranged from 17% to 24%. The sizes of the well field catchment areas were estimated from a model generated flow net showing the direction and rate of groundwater flow. The Kirkwood catchment area was estimated to be 250 acres, and the Conklin catchment area was 51 acres. Groundwater budgets computed by steady-state simulations showed that 58% of the groundwater withdrawn by the Kirkwood well field is derived from the Susquehanna River during the periods of low river stage and low recharge. The factor to which induced-infiltration rate and size of well field catchment areas are most sensitive, is riverbed hydraulic conductivity.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864123","usgsCitation":"Yager, R.M., 1986, Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York: U.S. Geological Survey Water-Resources Investigations Report 86-4123, Report: viii, 70 p.; 2 Plates: 16.11 × 24.32 inches and 15.75 × 24.29 inches, https://doi.org/10.3133/wri864123.","productDescription":"Report: viii, 70 p.; 2 Plates: 16.11 × 24.32 inches and 15.75 × 24.29 inches","costCenters":[],"links":[{"id":406552,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36565.htm","linkFileType":{"id":5,"text":"html"}},{"id":161447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4123/report-thumb.jpg"},{"id":59370,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4123/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59369,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4123/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59368,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4123/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Broome County","city":"Conklin, Kirkwood","otherGeospatial":"Susquehanna River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.808,\n              42.106\n            ],\n            [\n              -75.844,\n              42.106\n            ],\n            [\n              -75.844,\n              42.075\n            ],\n            [\n              -75.808,\n              42.075\n            ],\n            [\n              -75.808,\n              42.106\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a0e4b07f02db5bd85f","contributors":{"authors":[{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203525,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30551,"text":"wri864168 - 1986 - History of ground-water pumpage and water-level decline in the Black Creek and upper Cape Fear aquifers of the central coastal plain of North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:13:47","indexId":"wri864168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4168","title":"History of ground-water pumpage and water-level decline in the Black Creek and upper Cape Fear aquifers of the central coastal plain of North Carolina","docAbstract":"Historical ground-water withdrawals and a general water-level decline in the Black Creek and upper Cape Fear aquifers of the central Coastal Plain of North Carolina are documented. Total municipal and industrial pumpage from these aquifers has increased from approximately 120,000 gal/day (gpd) in 1910 to >21 million gpd in 1980. Major pumpage, > 10,000 gpd, began around 1900. Since that time, per capita water use in the central Coastal Plain area has ranged from 17 to 172 gpd/person. The higher values partially represent the increasing availability and use of modern conveniences since the World War II era. The range of per capita water use can be subdivided according to general water-use and population characteristics for both urban and rural areas. The pumpage of ground water from the Black Creek and upper Cape Fear aquifers has created water-level declines from 0.5 to 4.9 ft/year since 1900. Approximately a third of the study area has experienced a decline > 50 ft up to the period 1979-1981, with 148 ft being the maximum.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864168","usgsCitation":"Winner, M., and Lyke, W., 1986, History of ground-water pumpage and water-level decline in the Black Creek and upper Cape Fear aquifers of the central coastal plain of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4168, v, 21 p. :maps ;28 cm., https://doi.org/10.3133/wri864168.","productDescription":"v, 21 p. :maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":59319,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4168/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59320,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4168/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124143,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4168/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Black Creek Aquifer, Upper Cape Fear Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.452392578125,\n              33.41310221370827\n            ],\n            [\n              -82.452392578125,\n              36.70365959719456\n            ],\n            [\n              -75.245361328125,\n              36.70365959719456\n            ],\n            [\n              -75.245361328125,\n              33.41310221370827\n            ],\n            [\n              -82.452392578125,\n              33.41310221370827\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c035","contributors":{"authors":[{"text":"Winner, M.D.","contributorId":59801,"corporation":false,"usgs":true,"family":"Winner","given":"M.D.","email":"","affiliations":[],"preferred":false,"id":203441,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyke, W.L.","contributorId":75551,"corporation":false,"usgs":true,"family":"Lyke","given":"W.L.","affiliations":[],"preferred":false,"id":203442,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29094,"text":"wri864032 - 1986 - Potential for updip movement of salinewater in the Edwards Aquifer, San Antonio, Texas","interactions":[],"lastModifiedDate":"2016-08-10T10:33:07","indexId":"wri864032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4032","title":"Potential for updip movement of salinewater in the Edwards Aquifer, San Antonio, Texas","docAbstract":"<p>The salinity front, locally known as the \"bad-water\" line, in the Edwards aquifer separates the freshwater from the salinewater and occurs where the aquifer is confined. The concentration of dissolved solids of the salinewater at the salinity front is 1,000 milligrams per liter. The concentration of dissolved solids in water within the freshwater zone of the aquifer usually ranges from 250 to 350 milligrams per liter. A digital model was used to investigate the potential movement of the salinity front by simulating the transport of salinewater into the freshwater zone as a result of pumping from the freshwater zone.</p>\n<p>The model simulations indicate that a large range in the quantity of solute transported from the salinewater zone into the freshwater zone is possible. This uncertainty is caused by the range of estimates of transmissivity, the magnitude of water-level decline, and porosity. Simulated transmissivity values for the Edwards aquifer within the salinewater zone ranged from 134 to 3,340 feet squared per day and resulted in potential lateral shifts of the salinity front from 16 to 425 feet updip into the fresh-water zone at the end of a 10-year simulation. A simulated decline in water levels from an altitude of 660 to 582 feet above sea level resulted in a potential lateral shift in the salinity front of 133 feet updip into the freshwater zone at the end of the 10-year simulation. Simulated porosity values from 1 to 20 percent resulted in lateral shifts of the salinity front from 42 to 854 feet updip into the freshwater zone at the end of the 10-year simulation. An evaluation of the results of the model simulations indicates that contamination created by the movement of saline-water into the freshwater zone of the Edwards aquifer will be limited to an are</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri864032","usgsCitation":"Perez, R., 1986, Potential for updip movement of salinewater in the Edwards Aquifer, San Antonio, Texas: U.S. Geological Survey Water-Resources Investigations Report 86-4032, v, 21 p., https://doi.org/10.3133/wri864032.","productDescription":"v, 21 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":124147,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4032/report-thumb.jpg"},{"id":57949,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4032/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47e6e4b07f02db4bbbf1","contributors":{"authors":[{"text":"Perez, Roberto","contributorId":97114,"corporation":false,"usgs":true,"family":"Perez","given":"Roberto","email":"","affiliations":[],"preferred":false,"id":200941,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30437,"text":"wri854294 - 1986 - Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4294","title":"Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"The San Juan structural basin is an 18,000 sq mi area that contains several extensive aquifers. The basin includes three surface drainage basins and parts of New Mexico, Colorado, Arizona, and Utah. Surface water in the area is fully appropriated, and the steadily increasing demand for groundwater has resulted in water supply concerns. Competition is great between mining and electric power companies, municipalities, and Indian communities for the limited groundwater supplies. This report outlines a 4-year plan for a study of the regional aquifer system in the San Juan structural basin. The purposes of the study are to define and understand the aquifer system; to assess the effects of groundwater use on the aquifers and streams; and to determine the availability and quality of groundwater in the basin. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854294","usgsCitation":"Welder, G.E., 1986, Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4294, iv, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854294.","productDescription":"iv, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126510,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4294/report-thumb.jpg"},{"id":59215,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4294/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684fe5","contributors":{"authors":[{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30060,"text":"wri854332 - 1986 - Results of exploratory drilling for water in Waihanau Valley, Molokai, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri854332","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4332","title":"Results of exploratory drilling for water in Waihanau Valley, Molokai, Hawaii","docAbstract":"Three exploratory wells, located in lower Waihanau Valley on Molokai, were drilled and tested for their yields during the period May to October 1983. The first well, 582 ft deep, tapped the main water body in a basaltic aquifer intruded by scattered near-parallel volcanic dikes. Water in this water body is impounded by the dikes and has a head of about nine feet above sea level. A 48-hour pumping test was conducted on this well. The well was pumped at various rates ranging from 144 to 455 gal/min for nine hours. Thereafter, the well was pumped for 39 hours at a rate of 156 gal/min approximating the planned operational rate of 150 gal/min. The specific capacities of the well at the rates pumped averaged about 30 gal/min/ft of drawdown. The temperature of the pumped water remained nearly constant at 69 F (20.5 C). The chloride concentration ranged from 19 to 22 mg/L during the test. Analyses of the chemical constituents and trace metals of the water pumped indicated that it was of excellent quality. Based on these results, the well was finished as a production well. A shallow water body perched about 30 ft below ground surface and more than 400 ft above the main water body was discovered during the drilling of the first well when about 50 gal/min of water cascaded down the well. Two wells were drilled to depths of 200 and 150 ft, respectively, to explore this perched water. The yields obtained from this perched water body were low and indicated that its development was not feasible. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854332","usgsCitation":"Takasaki, K., 1986, Results of exploratory drilling for water in Waihanau Valley, Molokai, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 85-4332, v, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854332.","productDescription":"v, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159304,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4332/report-thumb.jpg"},{"id":58873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4332/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605ac4","contributors":{"authors":[{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":202608,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}