{"pageNumber":"1921","pageRowStart":"48000","pageSize":"25","recordCount":68924,"records":[{"id":13483,"text":"ofr8729 - 1987 - Plan for the design, development, and implementation, and operation of the National Water Information System","interactions":[],"lastModifiedDate":"2012-02-02T00:06:51","indexId":"ofr8729","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-29","title":"Plan for the design, development, and implementation, and operation of the National Water Information System","docAbstract":"The Water Resources Division of the U.S. Geological Survey is developing a National Water Information System (NWIS) that will integrate and replace its existing water data and information systems of the National Water Data Storage and Retrieval System, National Water Data Exchange, National Water-Use Information, and Water Resources Scientific Information Center programs. It will be a distributed data system operated as part of the Division 's Distributed Information System, which is a network of computers linked together through a national telecommunication network known as GEONET. The NWIS is being developed as a series of prototypes that will be integrated as they are completed to allow the development and implementation of the system in a phased manner. It also is being developed in a distributed manner using personnel who work under the coordination of a central NWIS Project Office. Work on the development of the NWIS began in 1983 and it is scheduled for completion in 1990. This document presents an overall plan for the design, development, implementation, and operation of the system. Detailed discussions are presented on each of these phases of the NWIS life cycle. The planning, quality assurance, and configuration management phases of the life cycle also are discussed. The plan is intended to be a working document for use by NWIS management and participants in its design and development and to assist offices of the Division in planning and preparing for installation and operation of the system. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8729","usgsCitation":"Edwards, M., 1987, Plan for the design, development, and implementation, and operation of the National Water Information System: U.S. Geological Survey Open-File Report 87-29, v, 53 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8729.","productDescription":"v, 53 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0029/report-thumb.jpg"},{"id":41953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce6c","contributors":{"authors":[{"text":"Edwards, M.D.","contributorId":29438,"corporation":false,"usgs":true,"family":"Edwards","given":"M.D.","email":"","affiliations":[],"preferred":false,"id":167866,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29757,"text":"wri874002 - 1987 - Water quality of Lake Tuscaloosa and streamflow and water quality of selected tributaries to Lake Tuscaloosa, Alabama, 1982-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri874002","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":"87-4002","title":"Water quality of Lake Tuscaloosa and streamflow and water quality of selected tributaries to Lake Tuscaloosa, Alabama, 1982-86","docAbstract":"Lake Tuscaloosa, created in 1969 by the impoundment of North River, provides the primary water supply for Tuscaloosa, Alabama , and surrounding areas. This report describes the percent contribution of major tributaries to the mean inflow to the lake; water quality; and changes in water quality in the lake and selected tributaries. During base flow, about 60% of the total flow into Lake Tuscaloosa is contributed by Binion and Carroll Creeks, which drain only 22% of the Lake Tuscaloosa basin. Binion and Carroll Creek basins are underlain primarily by sand and gravel deposits of the Coker Formation. Mean inflow to the lake was 1,150 cu ft/sec during 1983, a wet year, and 450 cu ft/sec during 1985, a relatively dry year. More than 80% of the total inflow during both years was contributed by North River and Binion, Cripple, and Carroll Creeks. About 59% was contributed by North River during those years. Except for pH, sulfate, and dissolved and total recoverable iron and manganese, the water quality of the tributaries is generally within drinking water limits and acceptable for most uses. The water quality of Lake Tuscaloosa is generally within drinking water limits and acceptable for most uses. The maximum and median concentrations of sulfate increased every year at the dam from 1979 to 1985 (7.2 to 18 mg/L and 6.2 to 14 mg/L, respectively). The dissolved solids concentrations for water at the dam have varied (1979-86) from 27 to 43 mg/L; the sulfate, 5.2 to 18 mg/L; and the dissolved iron, 10 to 250 micrograms/L--all within the recommended drinking water limits. However, concentrations of dissolved manganese and total recoverable iron and manganese at the dam commonly exceeded the recommended drinking water limits. In November 1985, after the summer warmup and increase in biological activity, the water quality at five depth profiles sites on Lake Tuscaloosa was acceptable for most uses, generally. However, a dissolved oxygen concentration of 1 mg/L or less was observed within 5 to 10 ft of the bottom for several depth profiles. At depths &gt; 35 to 40 ft (out of a total depth of about 50 to 100 ft) the dissolved oxygen concentration was &lt; 5 mg/L at several sites. By mid-January 1986, the temperature and dissolved oxygen depth profiles were virtually constant from top to bottom of the lake at all five sites; this indicated that lake turnover was complete. However, significant variation existed in pH depth profiles. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874002","usgsCitation":"Slack, L.J., 1987, Water quality of Lake Tuscaloosa and streamflow and water quality of selected tributaries to Lake Tuscaloosa, Alabama, 1982-86: U.S. Geological Survey Water-Resources Investigations Report 87-4002, vi, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874002.","productDescription":"vi, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4002/report-thumb.jpg"},{"id":58552,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db546249","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21493,"text":"ofr87755 - 1987 - Trust Territory of the Pacific Islands, Saipan, Guam, and American Samoa ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:07:54","indexId":"ofr87755","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-755","title":"Trust Territory of the Pacific Islands, Saipan, Guam, and American Samoa ground-water quality","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section, distributor,","doi":"10.3133/ofr87755","usgsCitation":"Yee, J., 1987, Trust Territory of the Pacific Islands, Saipan, Guam, and American Samoa ground-water quality: U.S. Geological Survey Open-File Report 87-755, 7 p.  1 microfiche :negative, ill., maps., https://doi.org/10.3133/ofr87755.","productDescription":"7 p.  1 microfiche :negative, ill., maps.","costCenters":[],"links":[{"id":154254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0755/report-thumb.jpg"},{"id":51060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0755/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624345","contributors":{"authors":[{"text":"Yee, J.J.S.","contributorId":87977,"corporation":false,"usgs":true,"family":"Yee","given":"J.J.S.","email":"","affiliations":[],"preferred":false,"id":184531,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":14802,"text":"ofr87766 - 1987 - Purgeable organic compounds in ground water at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:59","indexId":"ofr87766","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-766","title":"Purgeable organic compounds in ground water at the Idaho National Engineering Laboratory, Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87766","usgsCitation":"Mann, L., and Knobel, L., 1987, Purgeable organic compounds in ground water at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Open-File Report 87-766, iii, 23 p. :maps ;28 cm., https://doi.org/10.3133/ofr87766.","productDescription":"iii, 23 p. :maps ;28 cm.","costCenters":[],"links":[{"id":148038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0766/report-thumb.jpg"},{"id":43593,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0766/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db65577e","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":170040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":170041,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38573,"text":"pp1310 - 1987 - Oil shale, water resources, and valuable minerals of the Piceance Basin, Colorado; the challenge and choices of development","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"pp1310","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":"1310","title":"Oil shale, water resources, and valuable minerals of the Piceance Basin, Colorado; the challenge and choices of development","language":"ENGLISH","doi":"10.3133/pp1310","usgsCitation":"Taylor, O.J., 1987, Oil shale, water resources, and valuable minerals of the Piceance Basin, Colorado; the challenge and choices of development: U.S. Geological Survey Professional Paper 1310, 143 p., https://doi.org/10.3133/pp1310.","productDescription":"143 p.","costCenters":[],"links":[{"id":120355,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1310/report-thumb.jpg"},{"id":65349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1310/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691d09","contributors":{"authors":[{"text":"Taylor, O. James (compiler)","contributorId":61302,"corporation":false,"usgs":true,"family":"Taylor","given":"O.","suffix":"(compiler)","email":"","middleInitial":"James","affiliations":[],"preferred":false,"id":220089,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28418,"text":"wri874094 - 1987 - Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874094","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":"87-4094","title":"Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874094","usgsCitation":"Livingston, R., and Minges, D., 1987, Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4094, vi, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874094.","productDescription":"vi, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4094/report-thumb.jpg"},{"id":57220,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4094/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c1f","contributors":{"authors":[{"text":"Livingston, R.K.","contributorId":49006,"corporation":false,"usgs":true,"family":"Livingston","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199762,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Minges, D.R.","contributorId":31387,"corporation":false,"usgs":true,"family":"Minges","given":"D.R.","affiliations":[],"preferred":false,"id":199761,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44450,"text":"wri854157 - 1987 - Hydrogeology of the Olean area, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2022-04-06T18:34:43.538106","indexId":"wri854157","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":"85-4157","title":"Hydrogeology of the Olean area, Cattaraugus County, New York","docAbstract":"Most principal aquifers in upstate New York are unconsolidated glacial and alluvial deposits within bedrock valleys. Groundwater in these aquifers can be under either water table (unconfined) or artesian (confined) conditions. Farms, industries, or towns and cities have been built upon many of these aquifers because they form level areas suitable for development and generally provide an ample groundwater supply. This development, coupled with the generally high permeability of these deposits and the typically shallow depth to the water table, makes groundwater in these aquifers susceptible to contamination from point sources such as landfills, road salt stockpiles, hydrocarbon fuel storage, and industrial facilities with a potential for contaminant leakage, in addition to urban and agricultural runoff, septic tank leachate, and other nonpoint sources. The report summarizes the geohydrology of the aquifer system in the Olean area. The large amount of geohydrologic data collected in the Olean area during previous and current investigations enabled the construction of nine maps: location and wells and test holes (plate 1), surficial geology (plate 2), geologic sections (plate 3), generalized bedrock topography (plate 4), potentiometric surface (plate 5), saturated thickness of the outwash aquifer (plate 6), generalized soil permeability (plate 7), land use (plate 8), and estimated well yields (plate 9). (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854157","usgsCitation":"Zarriello, P.J., and Reynolds, R.J., 1987, Hydrogeology of the Olean area, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4157, Report: 1 p.; 9 Plates: 44.43 × 36.00 inches or smaller, https://doi.org/10.3133/wri854157.","productDescription":"Report: 1 p.; 9 Plates: 44.43 × 36.00 inches or smaller","costCenters":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true},{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":398251,"rank":12,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36315.htm"},{"id":264308,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4157/report-thumb.jpg"},{"id":264307,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4157/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264306,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264305,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264301,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264300,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264299,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264298,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4157/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"New York","county":"Cattaraugus County","otherGeospatial":"Olean area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.625,\n              42\n            ],\n            [\n              -78.333,\n              42\n            ],\n            [\n              -78.333,\n              42.125\n            ],\n            [\n              -78.625,\n              42.125\n            ],\n            [\n              -78.625,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db615030","contributors":{"authors":[{"text":"Zarriello, Phillip J. 0000-0001-9598-9904 pzarriel@usgs.gov","orcid":"https://orcid.org/0000-0001-9598-9904","contributorId":1868,"corporation":false,"usgs":true,"family":"Zarriello","given":"Phillip","email":"pzarriel@usgs.gov","middleInitial":"J.","affiliations":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"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":229786,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44448,"text":"wri854149 - 1987 - Hydrogeology of the Salamanca area, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2022-04-06T18:27:47.065964","indexId":"wri854149","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":"85-4149","title":"Hydrogeology of the Salamanca area, Cattaraugus County, New York","docAbstract":"The hydrogeology of a 132-sq mi area centered at Salamanca, NY, is summarized in five maps at 1:24,000 scale. The maps show locations of wells and test holes, surficial geology and geologic sections, water-table surface, soil permeability, and land use. The valley-fill aquifer in the Salamanca area serves approximately 7,000 people through two major distribution systems with an average daily pumpage of 1.2 million gal/day. The aquifer, composed of outwash sand and gravel, averages 60 ft in thickness and overlies as much as 200 ft of lacustrine silt and clay. The aquifer is recharged directly from precipitation and through seepage from streams. Average annual recharge to the aquifer from direct precipitation and infiltration of runoff from adjacent hillsides is estimated to be 13 inches or 0.6 million gal/day/sq mi. The glacial features in the Allegheny valley near Salamanca are associated with Illinoian and Wisconsin glaciations. Illinoian features consist of small, isolated exposures of outwash and till emplaced against the valley walls. Wisconsin features deposited during Altonian and Woodfordian Times of the Wisconsin consist mainly of end moraines and valley-train outwash. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854149","usgsCitation":"Zarriello, P.J., 1987, Hydrogeology of the Salamanca area, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4149, 6 Plates: 36.00 x 30.00 inches or smaller, https://doi.org/10.3133/wri854149.","productDescription":"6 Plates: 36.00 x 30.00 inches or smaller","costCenters":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"links":[{"id":173745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":398250,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49202.htm"},{"id":264296,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4149/plate-2_a.pdf","text":"Plate 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Phillip J. 0000-0001-9598-9904 pzarriel@usgs.gov","orcid":"https://orcid.org/0000-0001-9598-9904","contributorId":1868,"corporation":false,"usgs":true,"family":"Zarriello","given":"Phillip","email":"pzarriel@usgs.gov","middleInitial":"J.","affiliations":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229784,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":44392,"text":"wri874042 - 1987 - Potential well yields from unconsolidated deposits in the lower Hudson and Delaware River basins, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:11:01","indexId":"wri874042","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":"87-4042","title":"Potential well yields from unconsolidated deposits in the lower Hudson and Delaware River basins, New York","docAbstract":"A comprehensive groundwater protection plan, developed by the New York State Department of Environmental Conservation in 1985, identified the need to delineate significant aquifers within the state. A map of the unconsolidated aquifers in the lower Hudson and Delaware River basins was compiled from available data on the surficial geology and well yields. It delineates the significant unconsolidated aquifers and indicates the potential yield of wells that tap these aquifers. The potential well yield is categorized into three ranges: &lt; 10 gal/min; 10 to 100 gal/min; and &gt; 100 gal/min. No yield range is given for till, but some large diameter or dug wells in till may yield up 10 gal/min. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri874042","usgsCitation":"Wolcott, S.W., 1987, Potential well yields from unconsolidated deposits in the lower Hudson and Delaware River basins, New York: U.S. Geological Survey Water-Resources Investigations Report 87-4042, 1 map ; 72 x 70 cm., on sheet 79 x 72 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri874042.","productDescription":"1 map ; 72 x 70 cm., on sheet 79 x 72 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":169115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81680,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4042/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68337e","contributors":{"authors":[{"text":"Wolcott, Stephen W.","contributorId":93458,"corporation":false,"usgs":true,"family":"Wolcott","given":"Stephen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":229690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44391,"text":"wri874028 - 1987 - Availability of ground water in the unconsolidated aquifers in the Mid-Hudson River Basin, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:11:01","indexId":"wri874028","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":"87-4028","title":"Availability of ground water in the unconsolidated aquifers in the Mid-Hudson River Basin, New York","docAbstract":"Protection of New York State 's aquifers has become an increasingly important issue among water resource managers at all levels of State and municipal government. Aquifer delineation is necessary as an initial phase in the effective management of the State 's groundwater resources. As part of an effort to delineate all major unconsolidated aquifers in New York, a cooperative study was conducted to compile a groundwater availability map that would complete the reconnaissance mapping of the mid-Hudson River basin at a scale of 1:250,000. This map delineates the principal unconsolidated aquifers in the mid-Hudson River basin area and the estimated potential yield of properly constructed wells completed in these aquifers. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri874028","usgsCitation":"Bugliosi, E.F., 1987, Availability of ground water in the unconsolidated aquifers in the Mid-Hudson River Basin, New York: U.S. Geological Survey Water-Resources Investigations Report 87-4028, 1 map ; 82 x 61 cm., on sheet 91 x 76 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/wri874028.","productDescription":"1 map ; 82 x 61 cm., on sheet 91 x 76 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":169016,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81679,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4028/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d8b0","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229689,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44380,"text":"wri874252 - 1987 - Percentage change in saturated thickness of the High Plains aquifer, west-central Kansas, 1950 to average 1985-87","interactions":[],"lastModifiedDate":"2018-10-31T13:55:19","indexId":"wri874252","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":"87-4252","title":"Percentage change in saturated thickness of the High Plains aquifer, west-central Kansas, 1950 to average 1985-87","docAbstract":"<p>Continuing studies are being made in west-central Kansas to provide up-to-date information that will aid in the management of groundwater for irrigation. This report, prepared by the U.S&gt; Geological Survey in cooperation with the Western Kansas Groundwater Management District No. 1,&nbsp; presents the results of the seventh in a series of studies that uses a statistical technique, called kriging, to produce hydrologic maps. </p><p>The kriging technique interpolates water-level altitudes at the center of each 1-square-mile section in the study area on the basis of water-level measurements from 164 observation wells.&nbsp; For this study, measurements made at each site during the winter months of 1985, 1986, and 1987 were averaged. These interpolated altitudes (1859 in all), along with bedrock-surface and base-year water-level altitudes were used to prepare a hydrologic map that illustrates percentage change in saturated thickness. </p><p>Saturated thickness, as used in this report, is the thickness of the High Plains Aquifer between the groundwater surface, as indicated by water-level altitudes, and the bedrock surface. Because irrigation development in west-central Kansas was minimal prior to 1950, the saturated thickness during 1950 represented a nearly static condition in the aquifer. Thus, the decrease in saturated thickness of the aquifer since 1950 is related to the effects of irrigation withdrawals on the volume of water in storage.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874252","usgsCitation":"Dague, B.J., 1987, Percentage change in saturated thickness of the High Plains aquifer, west-central Kansas, 1950 to average 1985-87: U.S. Geological Survey Water-Resources Investigations Report 87-4252, 52.75 x 31.28 inches, https://doi.org/10.3133/wri874252.","productDescription":"52.75 x 31.28 inches","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":167925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4252/report-thumb.jpg"},{"id":359034,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4252/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -102,\n              38.3\n            ],\n            [\n              -100.245,\n              38.3\n            ],\n            [\n              -100.25,\n              38.55\n            ],\n            [\n              -102,\n              38.55\n            ],\n            [\n              -102,\n              38.3\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a68e4b07f02db63b58e","contributors":{"authors":[{"text":"Dague, Barbara J.","contributorId":84811,"corporation":false,"usgs":true,"family":"Dague","given":"Barbara","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":229669,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44377,"text":"wri874192 - 1987 - Ground-water conditions in Avra Valley, Pima and Pinal Counties, Arizona -1985","interactions":[],"lastModifiedDate":"2019-08-20T10:12:09","indexId":"wri874192","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":"87-4192","title":"Ground-water conditions in Avra Valley, Pima and Pinal Counties, Arizona -1985","docAbstract":"Avra Valley is a north-trending alluvial basin about 15 mi west of Tucson in Pima and Pinal Counties in south-central Arizona. The valley includes about 520 sq mi of which about 100 sq mi is in the San Xavier Indian Reservation. The basin is bounded on the east by the Tortolita, Tucson, and Sierrita Mountains and on the west by the Picacho, Silverbell, and Roskruge Mountains. The climate of the valley is semiarid, the average annual precipitation ranges from 8 to 12 in., and the average annual lake evaporation ranges from 58 to 62 in. Two major ephemeral streams--Santa Cruz River and Brawley Wash--drain the area. Santa Cruz River and Brawley Wash and their tributaries provide a source of recharge to an extensive alluvial aquifer that underlies the valley floor. Since 1940, the amount of groundwater pumped from the aquifer has been greater than the amount of natural recharge from infiltration and underflow. Overdraft of the aquifer resulted in substantial water level declines throughout the valley. Until 1969, use of groundwater in Avra Valley was for irrigation. Since 1969, the city of Tucson has pumped and transported groundwater for municipal use in the adjacent Tucson basin from lands that were purchased and retired from agriculture. The purpose of this report is to describe groundwater conditions in Avra Valley as of 1985. A brief discussion of the geohydrologic setting and history of groundwater development are given to define aquifer characteristics, changes in groundwater levels, and groundwater pumpage since 1940. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874192","usgsCitation":"Cuff, M.K., and Anderson, S.R., 1987, Ground-water conditions in Avra Valley, Pima and Pinal Counties, Arizona -1985: U.S. Geological Survey Water-Resources Investigations Report 87-4192, 3 Plates: 48.00 x 34.21 inches or smaller, https://doi.org/10.3133/wri874192.","productDescription":"3 Plates: 48.00 x 34.21 inches or smaller","costCenters":[],"links":[{"id":366701,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4192/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366702,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4192/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366703,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4192/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4192/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Pima County, Pinal County","otherGeospatial":"Avra Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.42505645751953,\n              32.37169775919689\n            ],\n            [\n              -111.37304306030273,\n              32.37169775919689\n            ],\n            [\n              -111.37304306030273,\n              32.42199317099747\n            ],\n            [\n              -111.42505645751953,\n              32.42199317099747\n            ],\n            [\n              -111.42505645751953,\n              32.37169775919689\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d26c","contributors":{"authors":[{"text":"Cuff, Melinda K.","contributorId":37786,"corporation":false,"usgs":true,"family":"Cuff","given":"Melinda","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":229665,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":229666,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12262,"text":"ofr87378 - 1987 - Records of wells, drillers' logs, water-level measurements, and chemical analyses of ground water in Harris and Galveston Counties, Texas, 1980-84","interactions":[],"lastModifiedDate":"2024-12-02T17:20:21.793382","indexId":"ofr87378","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-378","title":"Records of wells, drillers' logs, water-level measurements, and chemical analyses of ground water in Harris and Galveston Counties, Texas, 1980-84","docAbstract":"<p>Information on major new water wells in Harris and Galveston Counties was compiled by the U.S. Geological Survey from 1980 to 1984. This report presents the results of the hydro!ogic data collection on new large-capacity and other selected wells, including well location and completion data, drillers 1 logs of the strata penetrated, water levels, and chemical quality of the produced water. These water-well data are supplementary to similar data on older wells in these counties and to descriptive evaluations of the ground-water resources which have been published previously.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87378","usgsCitation":"Williams, J.F., Coplin, L., Ranzau, C., Lind, W., Bonnet, C., and Locke, G.L., 1987, Records of wells, drillers' logs, water-level measurements, and chemical analyses of ground water in Harris and Galveston Counties, Texas, 1980-84: U.S. Geological Survey Open-File Report 87-378, Report: iii, 245 p.; 2 Plates: 13.98 x 10.27 inches and 12.31 x 10.08 inches, https://doi.org/10.3133/ofr87378.","productDescription":"Report: iii, 245 p.; 2 Plates: 13.98 x 10.27 inches and 12.31 x 10.08 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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Jr.","contributorId":41831,"corporation":false,"usgs":true,"family":"Ranzau","given":"C.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":165684,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lind, W.B.","contributorId":58645,"corporation":false,"usgs":true,"family":"Lind","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":165687,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":165685,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Locke, Glenn L. gllocke@usgs.gov","contributorId":2479,"corporation":false,"usgs":true,"family":"Locke","given":"Glenn","email":"gllocke@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":165688,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":27218,"text":"wri864056 - 1987 - Effects of coal strip mining on stream water quality and biology, southwestern Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri864056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4056","title":"Effects of coal strip mining on stream water quality and biology, southwestern Washington","docAbstract":"Strip mining for coal in southwestern Washington may be affecting the water quality of streams. To investigate these possible effects, five streams were selected for study of water quality in each of the two coal bearing areas: the Centralia-Chehalis coal district, and Kelso-Castle Rock coal area. In the Centralia-Chehalis coal district, three of the streams have drainage basins in which mines are active. Water in streams that drain unmined basins is typical of western Washington streams and is characterized as a mixed water because calcium, magnesium, sodium, and bicarbonate ions predominate. A change in anionic composition from bicarbonate to sulfate in streams draining mined areas was not sufficient to change the general water composition and thus make the streams acidic. The largest downstream changes in water quality in both mined and unmined drainage basins were observed during summer low-flow conditions, when minimal dilution, increased water temperatures, and low dissolved oxygen concentrations occurred. High dissolved solids were found in the mined drainage basins during this period. High concentrations of iron, manganese, and zinc were present in the bottom sediments of the mined basins. Moderate concentrations of chromium, cobalt, copper, and zinc were also found in the bottom sediments of a few unmined basins. Streams with substrates of gravel-cobble or gravel-coarse sand had the most diverse benthic fauna and a higher number of ubiquitous taxa than streams with sand-silt substrates, which had the most dissimilar fauna. Mayflies, stoneflies, and caddisflies were rare at the site most affected by mining. The erosion potential of a basin appears to be related to the average basin slope and the amount of forested areas. Strip mining for coal in steep basins may lead to massive movements of unconsolidated spoils after vegetal cover is removed if the land disturbed is graded to pre-mining slopes. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864056","usgsCitation":"Fuste, L.A., and Meyer, D.F., 1987, Effects of coal strip mining on stream water quality and biology, southwestern Washington: U.S. Geological Survey Water-Resources Investigations Report 86-4056, vi, 124 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864056.","productDescription":"vi, 124 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":125108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4056/report-thumb.jpg"},{"id":56089,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68453a","contributors":{"authors":[{"text":"Fuste, L. A.","contributorId":85631,"corporation":false,"usgs":true,"family":"Fuste","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197751,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, D. F.","contributorId":21167,"corporation":false,"usgs":true,"family":"Meyer","given":"D.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197750,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26986,"text":"wri874017 - 1987 - Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4017","title":"Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","docAbstract":"A complex hydrologic system exists in the glacial drift overlying the bedrock in the Aberdeen, South Dakota, area. The hydrologic system has been subdivided into three aquifers: the Elm, Middle James, and Deep James. These sand-and-gravel outwash aquifers generally are separated from each other by till or other fine-grained sediments. The Elm aquifer is the uppermost and largest of the aquifers and underlies about 204 sq mi of the study area. The maximum altitude of the top of the Elm aquifer is 1,400 ft and the minimum altitude of the bottom is 1,225 ft. The Middle James aquifer underlies about 172 sq mi of the study area. The maximum altitude of the top of the Middle James aquifer is 1,250 ft and the minimum altitude of the bottom is 1 ,150 ft. The lower-most Deep James aquifer was not evaluated. The quality of the water from the Elm and Middle James aquifer varies considerably throughout the study area. The predominant chemical constituents in the water from the aquifers are sodium and sulfate ions; however, calcium, magnesium, bicarbonate, or chloride may dominate locally. The calculated theoretical total well yield from the Elm and Middle James aquifers ranges from a minimum of 64 cu ft/sec, which may be conservative, to a maximum of 640 cu ft/sec. Based on available data, yields of 100 to 150 cu ft/sec probably can be obtained from properly sited and constructed wells. The feasibility of artificially recharging an aquifer, using the technique of water spreading, depends on the geologic and hydraulic characteristics of the aquifer and of the sediments overlying the aquifer through which the recharge water must percolate. The sites suitable for artificial recharge in the study area were defined as those areas where the average aquifer thickness was &gt; 20 ft and the average thickness of the fine-grained sediments overlying the aquifer was &lt; 10 ft. Using these criteria, about 14 sq mi of the study area are suitable for artificial recharge. Infiltration rates in the study area are estimated to range from 1.3 to 4.3 ft/day. Using an infiltration rate of 2 ft/day, a spreading pond with an area of 0.16 sq mi would be required to artificially recharge at a rate of 100 cu/sec/m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874017","usgsCitation":"Emmons, P., 1987, Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4017, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874017.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4017/report-thumb.jpg"},{"id":55873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698370","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197362,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25743,"text":"wri864325 - 1987 - A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri864325","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4325","title":"A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864325","usgsCitation":"Strickland, D., Fendick, R., Bednar, G., and Everett, D., 1987, A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 86-4325, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864325.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4325/report-thumb.jpg"},{"id":54504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4325/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4966e4b0b290850ef20d","contributors":{"authors":[{"text":"Strickland, D.J.","contributorId":49400,"corporation":false,"usgs":true,"family":"Strickland","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":194886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fendick, R.B. Jr.","contributorId":69602,"corporation":false,"usgs":true,"family":"Fendick","given":"R.B.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":194888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bednar, G.A.","contributorId":94668,"corporation":false,"usgs":true,"family":"Bednar","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":194889,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Everett, D.E.","contributorId":53420,"corporation":false,"usgs":true,"family":"Everett","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":194887,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26971,"text":"wri864326 - 1987 - The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri864326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4326","title":"The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington","docAbstract":"The techniques of Instream Flow Incremental Methodology were used to determine the habitat available over a range of simulated streamflows for anadromous fish in certain reaches of streams in the Stillaguamish River basin, Washington. The stream discharge-habitat relations were used to identify that discharge termed the optimum discharge, which provides maximum habitat, for a particular species and life stage of fish. Optimum discharges varied throughout the Stillaguamish River basin because each discharge-habitat relation was unique. The mainstem of the Stillaguamish River is used primarily as a migration route by anadromous fish, but it is also used by chinook and coho salmon and steelhead trout for rearing and by steelhead adults and pink salmon for spawning. Optimum discharges, in cu ft/sec, ranged as follows in the mainstem Stillaguamish River: chinook fry, 600; steelhead--juveniles, 1,000, adults, 2,000, coho juveniles, 400; and pink spawning, 800. The North Fork Stillaguamish River is used for spawning and rearing by all the study fish species. Optimum discharges there were: chinook--spawning, 500 to 1,300, fry, 150 to 400; coho--spawning , 500 to 700, juveniles and fry, 50 to 200; steelhead--adults, 500 to 1,170, spawning, 800 to 900, fry, 50 to 140, juveniles, 300 to 500, chum spawning, 200 to 600; pink spawning, 300 to 600. All the study species spawn and rear in the South Fork Stillaguamish River, but coho spawn and rear fry only at the most upstream study site and chum spawn only at the most downstream site. Optimum discharge ranges on the South Fork were: chinook--spawning, 300 to 900, fry, 70 to 300; coho juveniles, 50 to 100; steelhead--adults, 300 to 900; spawning, 250 to 1,200, fry, 45 to 1,600, juveniles 200 to 500, pink spawning, 100 to 1,200; coho--spawning, 140, fry, 50; chum spawning, 100. Four tributary streams are used by all species except Pilchuck and Canyon Creeks, which are not used by chum salmon. Optimum discharges for all tributary streams ranged as follows: chinook--spawning, 170 to 750, fry 50 to 170; coho--spawning, 90 to 350, fry 20 to 80, juveniles, 35 to 130; steelhead--adults, 170 to 500, spawning, 130 to 400, fry, 20 to 70, juveniles, 70 to 350; pink spawning, 70 to 300; chum spawning in Squire Creek and Jim Creek, 70 to 450. Water temperatures measured in late summer at all sites ranged between 14.5 to 17.5 C. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864326","usgsCitation":"Embrey, S., 1987, The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington: U.S. Geological Survey Water-Resources Investigations Report 86-4326, viii, 115 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864326.","productDescription":"viii, 115 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4326/report-thumb.jpg"},{"id":55857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640f58","contributors":{"authors":[{"text":"Embrey, S.S.","contributorId":8448,"corporation":false,"usgs":true,"family":"Embrey","given":"S.S.","affiliations":[],"preferred":false,"id":197340,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25812,"text":"wri874036 - 1987 - US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874036","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":"87-4036","title":"US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","docAbstract":"A data base which consists of constituent storm loads, characteristics of rainfall, runoff, and antecedent conditions, and basin characteristics measured at most of the stations in the U.S. Geological Survey urban-stormwater data-collection network in metropolitan areas throughout the United States has been compiled. Tables of these constituents storm loads and characteristics are presented in this report. The data base also is available on magnetic tape. The data represent 1,144 storms at 97 stations in 21 metropolitan areas. Storm loads for 18 constituents and 15 characteristics of rainfall, runoff, and antecedent conditions are reported. Twenty-eight selected basin characteristics also are reported, including 11 categories of land use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874036","usgsCitation":"Mustard, M.H., Driver, N.E., Chyr, J., and Hansen, B., 1987, US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics: U.S. Geological Survey Water-Resources Investigations Report 87-4036, xiv, 328 p. :1 map ;28 cm., https://doi.org/10.3133/wri874036.","productDescription":"xiv, 328 p. :1 map ;28 cm.","costCenters":[],"links":[{"id":158417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4036/report-thumb.jpg"},{"id":54563,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a1c","contributors":{"authors":[{"text":"Mustard, M. H.","contributorId":18385,"corporation":false,"usgs":true,"family":"Mustard","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":195167,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Driver, N. E.","contributorId":63398,"corporation":false,"usgs":true,"family":"Driver","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195169,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chyr, John","contributorId":25203,"corporation":false,"usgs":true,"family":"Chyr","given":"John","email":"","affiliations":[],"preferred":false,"id":195168,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hansen, B.G.","contributorId":103713,"corporation":false,"usgs":true,"family":"Hansen","given":"B.G.","email":"","affiliations":[],"preferred":false,"id":195170,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26274,"text":"wri874068 - 1987 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1","interactions":[],"lastModifiedDate":"2022-02-01T19:25:51.13635","indexId":"wri874068","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":"87-4068","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1","docAbstract":"<p>This report delineates and describes the geohydrology and susceptibility of the major aquifers to contamination in Area 1 - Colbert, Franklin, Lauderdale, Lawrence, Limeston, Madison, and Morgan Counties. Most of the area is underlain by a Mississippian carbonate sequence that includes two major aquifers, the Tuscumbia-Fort Payne aquifer and the Bangor aquifer. A third major aquifer, the Tuscaloosa aquifer of Cretaceous age, occurs in the southwest part of the area. The Mississippi carbonate aquifers are the Tuscumbia-Fort Payne aquifer which includes most Tuscumbia Limestone and the Fort Payne Chert, and a small area of the Monteagle Limestone, and the Bangor aquifer which includes the Bangor Limestone and Hartselle Sandstone. Both of these aquifers possess highly-variable secondary porosity and permeability related to fractures that have been enlarged, sometimes to cavernous proportions, due to solution processes. The Tuscaloosa aquifer consists of the Tuscaloosa Group, an unconsolidated clastic deposit that has relatively uniform primary porosity and permeability. Significant quantities of groundwater are available from each of the aquifers. Water levels at nearly 2 ,000 wells indicate that, for each aquifer, general groundwater movement is from topographically high to low areas. Each of the aquifers is recharged throughout its outcrop in the study area and is susceptible to contamination within the outcrop. Generalized topographic settings such as closed-contour depressions are identified as areas that are highly susceptible to contamination. Specific features such as sinkholes also are identified as extremely susceptible to contamination.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874068","usgsCitation":"Bossong, C., and Harris, W.F., 1987, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1: U.S. Geological Survey Water-Resources Investigations Report 87-4068, Report: v, 34 p.; 1 Plate: 19.00 × 16.39 inches, https://doi.org/10.3133/wri874068.","productDescription":"Report: v, 34 p.; 1 Plate: 19.00 × 16.39 inches","costCenters":[],"links":[{"id":395231,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46744.htm"},{"id":55084,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55083,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4068/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126666,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4068/report-thumb.jpg"}],"country":"United States","state":"Alabama","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.2267,\n              34.0444\n            ],\n            [\n              -86.2833,\n              34.0444\n            ],\n            [\n              -86.2833,\n              35\n            ],\n            [\n              -88.2267,\n              35\n            ],\n            [\n              -88.2267,\n              34.0444\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c18","contributors":{"authors":[{"text":"Bossong, C. R.","contributorId":39762,"corporation":false,"usgs":true,"family":"Bossong","given":"C. R.","affiliations":[],"preferred":false,"id":196098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harris, W. F.","contributorId":66303,"corporation":false,"usgs":true,"family":"Harris","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196099,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25423,"text":"wri874191 - 1987 - A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"wri874191","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":"87-4191","title":"A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement","docAbstract":"Analysis of solute transport in groundwater systems involves a complex, multi-discipline study that requires intensive and costly investigation. Groundwater contamination, particularly from point sources, has been growing in importance in recent years. This report examines the physical mechanisms of solute transport, advection and dispersion, and explains how they relate to one another and the scale of study. The approach uses a preliminary analysis prior to collection of new data to focus on the technical problems to be addressed and to direct the initial collection of new data if warranted. The field investigation (collection of new data) progresses in stages that use the new knowledge and understanding gained from the preceding data collection to aid in further data collection as the study proceeds. A major premise of the approach is that the foundation of any analysis is a detailed quantitative definition of: (1) the groundwater flow field in three dimensions, and (2) the distribution of solutes in the contaminant plume in three dimensions at one point in time, or preferably at more than features of the groundwater flow field, and is an important tool for analysis. However, the scale of analysis for solute transport studies is usually much finer than the scale of analysis for groundwater flow alone. Therefore, an increase in detail of the velocity field is needed to provide for accurate calculations of pathlines in three-dimensional heterogeneous groundwater systems. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874191","usgsCitation":"Reilly, T.E., Franke, O.L., Buxton, H.T., and Bennett, G.D., 1987, A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement: U.S. Geological Survey Water-Resources Investigations Report 87-4191, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874191.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_87_4191.jpg"},{"id":1807,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri874191/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6affac","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":193628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":193631,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":193629,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193630,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26991,"text":"wri874143 - 1987 - Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874143","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":"87-4143","title":"Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona","docAbstract":"At an extensometer site near Eloy, Arizona, 1.09 m of land subsidence caused by groundwater withdrawal were measured by leveling in 1965-83. The extensometer, which partially penetrates the compressible sediments, recorded 0.82 m of compaction during the same period. By use of a one-dimensional model, cumulative daily compaction values were simulated to within an average of 0.0038 m of the actual values. Land subsidence was simulated to within an average of 0.011 m using the same model in conjunction with geohydrologic data of the sediments below the extensometer. A highly compressible clay layer that is 24.38 m thick was partially penetrated by the extensometer. The simulation indicated that the layer was driving compaction and land subsidence linearly with respect to time, despite the presence of other compacting layers. Because of its thickness and compressibility, this layer can be expected to continue to compact after applied vertical stresses have stopped increasing and other layers have stopped compacting. Sensitivity analysis indicated that the compressibility of fine-grained sediments (expressed as specific storage) is one of the factors to which compact is most sensitive. Preconsolidation stress and hydraulic conductivity also affect land subsidence near Eloy, Arizona. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874143","usgsCitation":"Epstein, V., 1987, Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4143, iv, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874143.","productDescription":"iv, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4143/report-thumb.jpg"},{"id":55877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4143/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db62469a","contributors":{"authors":[{"text":"Epstein, V.J.","contributorId":106536,"corporation":false,"usgs":true,"family":"Epstein","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":197369,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26255,"text":"wri874158 - 1987 - Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985","interactions":[],"lastModifiedDate":"2023-03-07T19:46:19.058602","indexId":"wri874158","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":"87-4158","title":"Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985","docAbstract":"<p>This report updates ground-water information pertaining to the lower unit of the Chicot aquifer in the Orange County area, Texas and Louisiana. The period of data collection was from 1980 to the spring of 1985. Some data collected prior to 1980 are presented to establish long-term trends and relations. The lower unit of the Chicot aquifer, which consists of sediments of Pleistocene age, is confined and underlies all of the study area. The base of the aquifer ranges from about 400 feet below National Geodetic Vertical Datum of 1929 in the northwestern part of the county to about 1,000 feet below National Geodetic Vertical Datum of 1929 in the southeastern part.</p>\n<p>The lower unit of the Chicot aquifer is the main source of freshwater for several cities, communities, industries, housing subdivisions, and individual homeowners in Orange County. The total pumpage from the lower unit of the Chicot aquifer in Orange County decreased from a historical maximum of 23.1 million gallons per day during 1972 to an estimated 15.2 million gallons per day during 1984. The average industrial pumpage during 1980-84, 10.5 million gallons per day, decreased substantially when compared to 1963-79, when an average of 15.6 million gallons per day was withdrawn. This is in contrast to municipal pumpage that increased from an average withdrawal of 5.3 million gallons per day during 1963-79 to 7.3 million gallons per day during 1980-84. The use of surface water decreased from a peak withdrawal of 58.1 million gallons per day during 1981 to 41.4 million gallons per day during 1984.</p>\n<p>From the spring of 1980 to the spring of 1985, water levels in the lower unit of the Chicot aquifer in the Orange County area ranged from rises of as much as 14 feet to declines of as much as about 3 feet. Water levels rose throughout most of the area. The greatest rise in water levels occurred in and near the city of Orange, whereas the greatest decline occurred northwest of Vidor.</p>\n<p>Most of the water in the lower unit of the Chicot aquifer is fresh, but the water quality can vary greatly within short distances. Chloride concentrations determined during 1980-84 ranged from 10 to 1,700 milligrams per liter. The larger chloride concentrations were measured where salinewater coning and updip migration are occurring. In general, chloride concentrations remained constant during 1980-84.</p>\n<p>A relation exists between chloride concentrations and specific conductance. It was determined that chloride concentrations (milligrams per liter) generally can be estimated by multiplying specific-conductance values (microsiemens per centimeter at 25 &deg;Celsius) by 0.29 when the specific conductance is between 500 and 5,600 microsiemens per centimeter at 25 &deg;Celsius.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874158","usgsCitation":"Bonnet, C., and Williams, J.F., 1987, Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4158, Report: vi, 50 p.; 4 Plates: 10.90 x 16.05 inches or smaller, https://doi.org/10.3133/wri874158.","productDescription":"Report: vi, 50 p.; 4 Plates: 10.90 x 16.05 inches or smaller","numberOfPages":"56","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":110246,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46818.htm","linkFileType":{"id":5,"text":"html"},"description":"46818"},{"id":55056,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55055,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55054,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55053,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124246,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4158/report-thumb.jpg"},{"id":55057,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Louisiana, Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.25,\n              29.875\n            ],\n            [\n              -94.25,\n              30.75\n            ],\n            [\n              -93.5,\n              30.75\n            ],\n            [\n              -93.5,\n              29.875\n            ],\n            [\n              -94.25,\n              29.875\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65def6","contributors":{"authors":[{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":196067,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, James Frank III","contributorId":102535,"corporation":false,"usgs":true,"family":"Williams","given":"James","suffix":"III","email":"","middleInitial":"Frank","affiliations":[],"preferred":false,"id":196068,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15229,"text":"ofr87554 - 1987 - Documentation for a digital computer model of nutrient and dissolved-oxygen transport in the Truckee River and Truckee Canal downstream for Reno, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr87554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-554","title":"Documentation for a digital computer model of nutrient and dissolved-oxygen transport in the Truckee River and Truckee Canal downstream for Reno, Nevada","docAbstract":"A digital water quality model was constructed as part of a water quality assessment of the Truckee River downstream from Reno. This report provides documentation on the computer code and the principal data sets used in model calibration, verification, and simulation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87554","usgsCitation":"Nowlin, J., 1987, Documentation for a digital computer model of nutrient and dissolved-oxygen transport in the Truckee River and Truckee Canal downstream for Reno, Nevada: U.S. Geological Survey Open-File Report 87-554, iv, 181 p. :map ;28 cm., https://doi.org/10.3133/ofr87554.","productDescription":"iv, 181 p. :map ;28 cm.","costCenters":[],"links":[{"id":147506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0554/report-thumb.jpg"},{"id":44174,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0554/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47aee4b07f02db49b94a","contributors":{"authors":[{"text":"Nowlin, J. O.","contributorId":40604,"corporation":false,"usgs":true,"family":"Nowlin","given":"J. O.","affiliations":[],"preferred":false,"id":170780,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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