{"pageNumber":"1882","pageRowStart":"47025","pageSize":"25","recordCount":68927,"records":[{"id":26414,"text":"wri884012 - 1988 - Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884012","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4012","title":"Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin","docAbstract":"This report describes an interactive-accounting model used to simulate streamflow, chemical-constituent concentrations and loads, and water-supply operations in a river basin. The model uses regression equations to compute flow from incremental (internode) drainage areas. Conservative chemical constituents (typically dissolved solids) also are computed from regression equations. Both flow and water quality loads are accumulated downstream. Optionally, the model simulates the water use and the simplified groundwater systems of a basin. Water users include agricultural, municipal, industrial, and in-stream users , and reservoir operators. Water users list their potential water sources, including direct diversions, groundwater pumpage, interbasin imports, or reservoir releases, in the order in which they will be used. Direct diversions conform to basinwide water law priorities. The model is interactive, and although the input data exist in files, the user can modify them interactively. A major feature of the model is its color-graphic-output options. This report includes a description of the model, organizational charts of subroutines, and examples of the graphics. Detailed format instructions for the input data, example files of input data, definitions of program variables, and listing of the FORTRAN source code are Attachments to the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884012","usgsCitation":"Burns, A., 1988, Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin: U.S. Geological Survey Water-Resources Investigations Report 88-4012, iv, 241 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884012.","productDescription":"iv, 241 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4012/report-thumb.jpg"},{"id":55209,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6324","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65245,"text":"i2008 - 1988 - Controlled photomosaic and revised shaded relief map of the Elysium Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:14","indexId":"i2008","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2008","subseriesTitle":"NONE","title":"Controlled photomosaic and revised shaded relief map of the Elysium Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i2008","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic and revised shaded relief map of the Elysium Quadrangle of Mars (Rev.): U.S. Geological Survey IMAP 2008, 2 remote-sensing images :1 col. ;37 x 53 cm., on sheets 67 x 67 cm. and 59 x 61 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2008.","productDescription":"2 remote-sensing images :1 col. ;37 x 53 cm., on sheets 67 x 67 cm. and 59 x 61 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189421,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260748,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2008/plate-1.pdf"},{"id":260749,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2008/plate-2.pdf"}],"scale":"5000000","edition":"Rev.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae6e4b07f02db68af99","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":533649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30463,"text":"wri864070 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York – Part 1: Hydrogeology and water quality","interactions":[],"lastModifiedDate":"2022-01-03T20:15:16.558902","indexId":"wri864070","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4070","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York – Part 1: Hydrogeology and water quality","docAbstract":"Hydrogeology and water quality in a 4 sq mi area surrounding the Brookhaven landfill site in the Town of Brookhaven, New York, were studied in 1981-83. The 60-acre sanitary landfill at the site was excavated in highly permeable glacial outwash that forms the upper glacial aquifer and is lined with a polyvinyl chloride membrane. Groundwater beneath the site is under water table conditions and flows southeast at approximately 1.1 ft/day. Samples from wells downgradient indicate that leachate has entered the aquifer despite the liner. A plume 3,700 ft long , 2,400 ft wide, and at least 90 ft thick was delineated based on specific conductance data. Water quality in the Magothy aquifer and in Beaverdam Creek, a groundwater fed stream 2,000 ft southeast of the landfill site, does not appear to be affected. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864070","usgsCitation":"Wexler, E.J., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York – Part 1: Hydrogeology and water quality: U.S. Geological Survey Water-Resources Investigations Report 86-4070, Report: vii, 52 p.; 1 Plate: 19.71 × 27.74 inches, https://doi.org/10.3133/wri864070.","productDescription":"Report: vii, 52 p.; 1 Plate: 19.71 × 27.74 inches","costCenters":[],"links":[{"id":393788,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36527.htm"},{"id":59243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4070/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59242,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4070/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4070/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Brookhaven Landfill, Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.908,\n              40.775\n            ],\n            [\n              -72.9420,\n              40.775\n            ],\n            [\n              -72.9420,\n              40.808\n            ],\n            [\n              -72.908,\n              40.808\n            ],\n            [\n              -72.908,\n              40.775\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c886","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55819,"text":"wdrNM871 - 1988 - Water resources data, New Mexico, water year 1987","interactions":[],"lastModifiedDate":"2013-07-12T13:33:54","indexId":"wdrNM871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NM-87-1","title":"Water resources data, New Mexico, water year 1987","docAbstract":"Water resources data for the 198, water year for New Mexico consist of records of discharge and water quality of streams; stage, contents and water quality of lakes and reservoirs; and water levels and water quality in wells and springs. This report contains discharge records for 165 gaging stations; stage and contents for 25 lakes and reservoirs; water quality for 67 gaging stations and 180 wells; and water levels at 100 observation wells. Also included are 108 crest-stage partial-record stations. Additional water data were collected at various sites) not involved in the systematic data collect-ion program, and are published as miscellaneous measurements. Also, one seepage investigation is published this year. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in New Mexico.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrNM871","usgsCitation":"Beal, L.V., and Gold, R., 1988, Water resources data, New Mexico, water year 1987: U.S. Geological Survey Water Data Report NM-87-1, 464 p., https://doi.org/10.3133/wdrNM871.","productDescription":"464 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":185371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":270298,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/nm-87-1/report.pdf"}],"country":"United States","state":"New Mexico","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0502,31.3322 ], [ -109.0502,37.0003 ], [ -103.002,37.0003 ], [ -103.002,31.3322 ], [ -109.0502,31.3322 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0f52","contributors":{"authors":[{"text":"Beal, Linda V.","contributorId":26367,"corporation":false,"usgs":true,"family":"Beal","given":"Linda","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":254318,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gold, Robert L.","contributorId":78324,"corporation":false,"usgs":true,"family":"Gold","given":"Robert L.","affiliations":[],"preferred":false,"id":254319,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","interactions":[{"subject":{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"ofr88316","publicationYear":"1988","noYear":false,"title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"predicate":"SUPERSEDED_BY","object":{"id":38461,"text":"pp1416B - 1991 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"pp1416B","publicationYear":"1991","noYear":false,"chapter":"B","title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"id":1}],"supersededBy":{"id":38461,"text":"pp1416B - 1991 - 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L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":180944,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weiss, J. S.","contributorId":63414,"corporation":false,"usgs":true,"family":"Weiss","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":180945,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26967,"text":"wri874263 - 1988 - Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington","interactions":[],"lastModifiedDate":"2022-01-31T20:53:45.070651","indexId":"wri874263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4263","title":"Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington","docAbstract":"<p>The 1980 eruption of Mount St. Helens provided the opportunity to study its effect on the physical, chemical, and biological characteristics of lakes near the volcano, and to describe two newly created lakes. Concentrations of dissolved solids and organic carbon, measured in June 1980, had increased from 2 to 30 times those observed in the 1970 's in Spirit, St. Helens, and Venus Lakes. Water in the lakes was altered from preeruption calcium-bicarbonate types to calcium-sulfate, calcium sulfate-chloride, or lake surface, as in St. Helens Lake; transparency in Venus Lake had improved to a depth of 24 ft by 1982. Spirit Lake was anoxic into fall 1980, but had reaerated to 5.2 mg/L of dissolved oxygen by May 1981. Phytoplankton communities in existing lakes in the blast zone in 1980 were primarily green and bluegreen algae; diatoms were sparse until summer 1982. Small numbers of zooplankton in Spirit, St. Helens, and Venus Lakes, compared to numbers in Walupt and Fawn Lakes, may indicate some post-eruption mortality. Rotifers were absent from lakes in the blast zone, but by 1981 were observed in all the lakes. The recovery of the physical, chemical, and biological characteristics of the lakes will depend on stabilization of the surrounding environment and biological processes within each lake. Excluding Spirit Lake, it is estimated that St. Helens Lake would be the slowest to recover and Venus Lake the fastest.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874263","usgsCitation":"Embrey, S., and Dion, N.P., 1988, Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4263, v, 60 p., https://doi.org/10.3133/wri874263.","productDescription":"v, 60 p.","costCenters":[],"links":[{"id":395183,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46912.htm"},{"id":55852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4263/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123566,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4263/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Mount St. Helens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.37533569335936,\n              46.20929925529132\n            ],\n            [\n              -122.08419799804689,\n              46.20929925529132\n            ],\n            [\n              -122.08419799804689,\n              46.36588370484979\n            ],\n            [\n              -122.37533569335936,\n              46.36588370484979\n            ],\n            [\n              -122.37533569335936,\n              46.20929925529132\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6107ce","contributors":{"authors":[{"text":"Embrey, S.S.","contributorId":8448,"corporation":false,"usgs":true,"family":"Embrey","given":"S.S.","affiliations":[],"preferred":false,"id":197331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65370,"text":"i1916 - 1988 - Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:17","indexId":"i1916","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1916","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","language":"ENGLISH","doi":"10.3133/i1916","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars: U.S. Geological Survey IMAP 1916, 1 remote sensing image ;62 x 49 cm., on sheet 96 x 56 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1916.","productDescription":"1 remote sensing image ;62 x 49 cm., on sheet 96 x 56 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189657,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100928,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1916/plate-1.pdf","size":"5075","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688f3c","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":533757,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16470,"text":"ofr88109 - 1988 - U.S. Geological Survey ground-water studies in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:07:18","indexId":"ofr88109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-109","title":"U.S. Geological Survey ground-water studies in Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88109","usgsCitation":"Weeks, J., 1988, U.S. Geological Survey ground-water studies in Colorado: U.S. Geological Survey Open-File Report 88-109, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr88109.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":150408,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0109/report-thumb.jpg"},{"id":45444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2be4b07f02db612d77","contributors":{"authors":[{"text":"Weeks, J.B.","contributorId":61426,"corporation":false,"usgs":true,"family":"Weeks","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":172904,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65369,"text":"i1915 - 1988 - Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:17","indexId":"i1915","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1915","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","language":"ENGLISH","doi":"10.3133/i1915","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars: U.S. Geological Survey IMAP 1915, 1 remote sensing image ;61 x 49 cm., on sheet 95 x 56 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1915.","productDescription":"1 remote sensing image ;61 x 49 cm., on sheet 95 x 56 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189656,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100927,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1915/plate-1.pdf","size":"5988","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688f39","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":533756,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65368,"text":"i1914 - 1988 - Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1914","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1914","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","language":"ENGLISH","doi":"10.3133/i1914","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars: U.S. Geological Survey IMAP 1914, 1 remote sensing image ;61 x 49 cm., on sheet 96 x 56 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1914.","productDescription":"1 remote sensing image ;61 x 49 cm., on sheet 96 x 56 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190164,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100926,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1914/plate-1.pdf","size":"5866","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688ef6","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":533755,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65367,"text":"i1913 - 1988 - Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1913","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1913","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars","language":"ENGLISH","doi":"10.3133/i1913","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Nilosyrtis Mensae region of Mars: U.S. Geological Survey IMAP 1913, 1 remote sensing image ;61 x 52 cm., on sheet 96 x 59 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1913.","productDescription":"1 remote sensing image ;61 x 52 cm., on sheet 96 x 59 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190163,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100925,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1913/plate-1.pdf","size":"6116","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db689011","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":533754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13871,"text":"ofr88329 - 1988 - Flow in the unsaturated zone, Tucson, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:06:37","indexId":"ofr88329","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-329","title":"Flow in the unsaturated zone, Tucson, Arizona","docAbstract":"Field studies in Tucson, Arizona were conducted based on the discovery of contaminants in groundwater from a substantial number of municipal and private wells, and evidence that the presence of a thick unsaturated zone does not prevent the eventual migration of contaminants to regional groundwater systems. A pulse of water containing a tracer was monitored as it passed through the unsaturated zone by using six soil-moisture samplers (lysimeters) that were installed at depths of 11 to 45 ft, 10 ft apart, beneath a shallow, manmade, 3/4-acre recharge basin. The tracer was allowed to infiltrate into the ground for seven days, and water was collected from samplers at 12-hr intervals for about 30 days. Well defined tracer peaks, presented graphically as tracer breakthrough curves, were observed for all but one of the lysimeters installed at the site. Maximum tracer concentration showed no consistent relation with depth; tracer breakthrough sometimes occurred earlier in deep sampling locations than in shallow ones. Rather than moving straight down, water movement occurred along preferential flow paths, referred to as bypass or macropore flow, probably at low soil tension which occurs when the soil is near saturation. Under such conditions, contaminant arrival times can occur sooner than would be expected if flow was assumed to occur as a uniform wetting front that pushes ahead of it the water previously stored in the pores of the unsaturated sediments. Much of the water stored in the soil profile is not involved under conditions of bypass flow, and less interaction occurs between the recharge water and the solid matrix of the unsaturated zone. Therefore certain substances such as chlorinated hydrocarbons (trichloroethylene, pesticides) , other refractory organic compounds (detergents, humic acid), and microorganisms (bacteria) could pass into the underlying groundwater. Results of this study have applicability throughout the southwestern United States as well as in other parts of the country where the practice of artificial recharge is being considered. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88329","usgsCitation":"Graham, D., 1988, Flow in the unsaturated zone, Tucson, Arizona: U.S. Geological Survey Open-File Report 88-329, 2 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88329.","productDescription":"2 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":144415,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0329/report-thumb.jpg"},{"id":42486,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0329/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df246","contributors":{"authors":[{"text":"Graham, D. D.","contributorId":68314,"corporation":false,"usgs":true,"family":"Graham","given":"D. D.","affiliations":[],"preferred":false,"id":168540,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30613,"text":"wri874066 - 1988 - Simulated effects of ground-water management alternatives for the Salinas Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4066","title":"Simulated effects of ground-water management alternatives for the Salinas Valley, California","docAbstract":"A two-dimensional digital groundwater flow model was developed to analyze the geohydrology of the groundwater basin in the Salinas Valley. The model was calibrated for steady-state and transient simulations by comparing simulated with measured or estimated inflows, outflows, and water levels for 1970-81. Preliminary estimates of hydraulic properties and some inflows and outflows were adjusted during model calibration. The simulated mean annual water budget for the basin was 559,500 acre-ft/yr each of outflow and inflow. Inflow components consisted of Salinas River recharge (38.3%), percolation of irrigation water (34.0%), small stream and Arroyo Seco recharge (20.9%), seawater intrusion (3.4%), and other sources (3.4%). Outflow components consisted of agricultural pumpage (91.5%), municipal pumpage (4.0%), and riparian phreatophyte evapotranspiration (4.5%). For the steady-state calibration, 70% of the simulated water levels were within 9 ft of measured water levels for 1970-81. A sensitivity analysis determined the overall stability of the model results. The model input variable that probably contributes most to the uncertainty of the results is the quantity of groundwater recharge contributed by irrigation-return flow to the unconfined aquifer. A 15% change in the estimate of this variable causes an 11% change in the simulated river-seepage rate and a 6% change in the simulated seawater intrusion rate. The calibrated model was used to investigate several water resources management alternatives. Projected pumpage increase at a rate of 1%/yr for 20 yr caused declines in mean annual water levels of 10 to 20 ft in some areas and an increase in seawater intrusion from 18,900 to 23 ,600 acre-ft/yr. Pumpage decreases in the coastal area decreased seawater intrusion more effectively than pumpage decreases farther inland. When pumpage was decreased uniformly throughout the valley, the decrease in seawater intrusion was only one-fourteenth the decrease in pumpage. Simulations indicated that replacement of groundwater pumpage with imported surface water in a 9,000 acre service area near the coast would result in a decrease in seawater intrusion equaling nearly one-half the quantity of imported water. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874066","usgsCitation":"Yates, E., 1988, Simulated effects of ground-water management alternatives for the Salinas Valley, California: U.S. Geological Survey Water-Resources Investigations Report 87-4066, vii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874066.","productDescription":"vii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4066/report-thumb.jpg"},{"id":59380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f54","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203542,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29948,"text":"wri884011 - 1988 - Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri884011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4011","title":"Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","docAbstract":"Reconnaissance of wildlife areas in the middle Green River basin of Utah was conducted during 1986 and 1987 to determine whether irrigation drainage has caused, or has the potential to cause significant harmful effects on human health, fish, and wildlife, or may adversely affect the suitability of water for beneficial uses. Studies at Stewart Lake Waterfowl Management Area and Ouray National Wildlife Refuge indicated that concentrations of boron, selenium, and zinc in water, bottom sediment, and biological tissue were sufficiently large to be harmful to fish and wildlife, and to adversely affect beneficial uses of water. Selenium is the principal element of concern in both areas. Concentrations of dissolved selenium in irrigation drain water entering Stewart Lake Waterfowl Management Area ranged from 14-140 micrograms/L (ug/L) and consistently exceeded Utah standards for wildlife protection in water in two of the four drains. Concentrations of boron and zinc exceeded Utah standards only occasionally in the drain waters. Concentrations of total selenium in sediments collected where the drains discharge into the lake were 10-85 ug/gm. Liver tissue collected from American coots at Stewart Lake Waterfowl Management Area contained concentrations of selenium from 4.9-26 ug/gm (dry weight), and whole body samples of carp contained as much as 31 ug/gm (dry weight). Concentrations of selenium in Potamogeton and blue-green algae ranged from 2.1-27 ug/gm. Concentrations of boron, selenium, and zinc were also measured in water from Ouray National Wildlife Refuge. Liver tissue of American coots from the North Roadside Pond, which receives irrigation tailwater, contained a geometric-mean concentration of selenium of 32 ug/gm (dry weight). Five water-bird eggs collected from the North and South Roadside Ponds contained selenium concentrations of 63-120 ug/gm (dry weight). (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884011","usgsCitation":"Stephens, D.W., Waddell, B., and Miller, J.B., 1988, Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 88-4011, vii, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884011.","productDescription":"vii, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4011/report-thumb.jpg"},{"id":58769,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63eaa6","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, Bruce","contributorId":55033,"corporation":false,"usgs":false,"family":"Waddell","given":"Bruce","email":"","affiliations":[{"id":6661,"text":"US Fish and Wildlife Service","active":true,"usgs":false}],"preferred":false,"id":202409,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, J. B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25617,"text":"wri884165 - 1988 - Iodine-129 in the Snake River Plain aquifer at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri884165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4165","title":"Iodine-129 in the Snake River Plain aquifer at the Idaho National Engineering Laboratory, Idaho","docAbstract":"From 1953 to 1983, an estimated 0.01 to 0.136 Ci (curies)/year of iodine-129 were contained in wastewater generated by the ICPP (Idaho Chemical Processing Plant) at the Idaho National Engineering Laboratory. The wastewater was directly discharged to the Snake River Plain aquifer through a deep disposal well until February 9, 1984, when the well was replaced by an unlined infiltration pond; a second pond was put into use on October 17, 1985. For 1984-86, the annual amount of iodine-129 in wastewater discharged to the ponds ranged from 0.0064 to 0.039 Ci. In August 1986, iodine-129 concentrations in water from 35 wells near the ICPP ranged from less than the reporting level to 3.6 +or-0.4 pCi/L (picocuries/L). By comparison, in April 1977 the water from 20 wells contained a maximum of 27 +or-1 pCi/L of iodine-129; in 1981, the maximum concentration in water from 32 wells was 41 +or-2 pCi/L. The average concentrations of iodine-129 in water from 18 wells that were sampled in 1977, 1981 and 1986 were 4.0, 6.7 and 1.3 pCi/L, respectively. The marked decrease in the iodine-129 concentration from 1981 to 1986 is the result of three factors: (1) The amount of iodine-129 disposed annually; (2) a change from the routine use of the disposal well to the infiltration ponds; and (3) a dilution of the iodine-129 in the aquifer by recharge from the Big Lost River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884165","usgsCitation":"Mann, L., Chew, E., Morton, J., and Randolph, R., 1988, Iodine-129 in the Snake River Plain aquifer at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 88-4165, iv, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884165.","productDescription":"iv, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124081,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4165/report-thumb.jpg"},{"id":54363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966ff","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":194428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chew, E.W.","contributorId":21818,"corporation":false,"usgs":true,"family":"Chew","given":"E.W.","email":"","affiliations":[],"preferred":false,"id":194426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Morton, J.S.","contributorId":14249,"corporation":false,"usgs":true,"family":"Morton","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":194425,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Randolph, R.B.","contributorId":38606,"corporation":false,"usgs":true,"family":"Randolph","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":194427,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26355,"text":"wri874219 - 1988 - Results of external quality-assurance program for the National Atmospheric Deposition Program and National Trends Network during 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874219","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4219","title":"Results of external quality-assurance program for the National Atmospheric Deposition Program and National Trends Network during 1985","docAbstract":"External quality assurance monitoring of the National Atmospheric Deposition Program (NADP) and National Trends Network (NTN) was performed by the U.S. Geological Survey during 1985. The monitoring consisted of three primary programs: (1) an intersite comparison program designed to assess the precision and accuracy of onsite pH and specific conductance measurements made by NADP and NTN site operators; (2) a blind audit sample program designed to assess the effect of routine field handling on the precision and bias of NADP and NTN wet deposition data; and (3) an interlaboratory comparison program designed to compare analytical data from the laboratory processing NADP and NTN samples with data produced by other laboratories routinely analyzing wet deposition samples and to provide estimates of individual laboratory precision. An average of 94% of the site operators participated in the four voluntary intersite comparisons during 1985. A larger percentage of participating site operators met the accuracy goal for specific conductance measurements (average, 87%) than for pH measurements (average, 67%). Overall precision was dependent on the actual specific conductance of the test solution and independent of the pH of the test solution. Data for the blind audit sample program indicated slight positive biases resulting from routine field handling for all analytes except specific conductance. These biases were not large enough to be significant for most data users. Data for the blind audit sample program also indicated that decreases in hydrogen ion concentration were accompanied by decreases in specific conductance. Precision estimates derived from the blind audit sample program indicate that the major source of uncertainty in wet deposition data is the routine field handling that each wet deposition sample receives. Results of the interlaboratory comparison program were similar to results of previous years ' evaluations, indicating that the participating laboratories produced comparable data when they analyzed identical wet deposition samples, and that the laboratory processing NADP and NTN samples achieved the best analyte precision of the participating laboratories. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874219","usgsCitation":"Brooks, M.H., Schroder, L., and Willoughby, T.C., 1988, Results of external quality-assurance program for the National Atmospheric Deposition Program and National Trends Network during 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4219, iii, 14 p. ;28 cm., https://doi.org/10.3133/wri874219.","productDescription":"iii, 14 p. ;28 cm.","costCenters":[],"links":[{"id":158416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4219/report-thumb.jpg"},{"id":55149,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4219/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602d6d","contributors":{"authors":[{"text":"Brooks, M. H.","contributorId":107735,"corporation":false,"usgs":true,"family":"Brooks","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196245,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":196243,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Willoughby, T. C.","contributorId":31791,"corporation":false,"usgs":true,"family":"Willoughby","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196244,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26372,"text":"wri884000 - 1988 - Simulation of five ground-water withdrawal projections for the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri884000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4000","title":"Simulation of five ground-water withdrawal projections for the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","docAbstract":"The N Aquifer is the main source of water in the 5,400 sq mi Black Mesa area in the Navajo and Hopi Indian Reservations in northeastern Arizona. Water in the aquifer is under confined conditions in the central 3,300 sq mi of the area. Maximum saturated thickness is about 1,050 ft. Annual groundwater withdrawals from 1972 through 1986 averaged 5,480 acre-ft and included 3,820 acre-ft used to operate a coal mine on Black Mesa. As a result, water levels have declined in a large part of the aquifer. The coal company has applied for a permanent permit under the Surface Mining Control and Reclamation Act of 1977. An existing mathematical model of the aquifer in the Black Mesa area was converted to a newer model program and recalibrated by using revised estimates of selected aquifer parameters and a finer spatial grid. The model was used to simulate four groundwater withdrawal alternatives that combined the existing and proposed mining plans with projected constant or increasing pumpage for nearby communities. A fifth alternative combined increasing community pumpage with no mine withdrawals and was used as a basis for comparison. Simulated water levels for the year 2031 in the coal-lease area are projected to be 60 ft lower than in 1985 for the proposed mining plan combined with growing community pumpage and &gt; 100 ft lower than predevelopment water levels over an area of 1,660 sq mi. Groundwater would rise to within 100 ft of predevelopment levels &lt; 10 yr after mine withdrawals cease. Withdrawals at the mine were a minor factor in determining simulated water levels at most communities in the study area. Water levels at Tuba City were not affected by mine pumpage in any projection. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884000","usgsCitation":"Brown, J.G., and Eychaner, J., 1988, Simulation of five ground-water withdrawal projections for the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona: U.S. Geological Survey Water-Resources Investigations Report 88-4000, v, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884000.","productDescription":"v, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158085,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4000/report-thumb.jpg"},{"id":55166,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db64857d","contributors":{"authors":[{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196274,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eychaner, J.H.","contributorId":34511,"corporation":false,"usgs":true,"family":"Eychaner","given":"J.H.","affiliations":[],"preferred":false,"id":196275,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26239,"text":"wri874239 - 1988 - A water-resources appraisal of the Mount Shasta area in northern California, 1985","interactions":[],"lastModifiedDate":"2016-09-14T12:35:25","indexId":"wri874239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4239","title":"A water-resources appraisal of the Mount Shasta area in northern California, 1985","docAbstract":"Present Mount Shasta, California, area hydrologic characteristics were documented to compare future changes due to land use or volcanic activity. Lower flanks of Mount Shasta consist of broad aprons of pyroclastic-flow, debris flow, and fluvial deposits, with incised channels on upper parts of the mountain. Data include glacial areas and volumes, streamflow, sediment concentrations, temperature, and water chemistry of groundwater and springs. Many springs issue from fractures in lava and lava tubes around Mount Shasta and serve as sources of water for nearby towns. Groundwater levels fluctuate as much as 27 ft. Water sampled from wells meets U.S. Environmental Protection Agency drinking water standards. Streamflow is affected by snowfield and glacial melt and precipitation, with some streams showing diurnal variations related to daily air temperature changes. Only four streams have sufficient streamflow to travel more than about 6 mi from the summit; differences in low flows are attributed to groundwater stored in materials that compose the mountain and alluvial fans and the rain shadow effect on precipitation in northwest areas of the mountain. Most streamflow is ephemeral and percolates into channel beds on alluvial fans. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874239","usgsCitation":"Blodgett, J.C., Poeschel, K., and Thornton, J., 1988, A water-resources appraisal of the Mount Shasta area in northern California, 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4239, v, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874239.","productDescription":"v, 46 p. :ill., maps ;28 cm.","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true},{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":55040,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126681,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4239/report-thumb.jpg"},{"id":55039,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4239/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d9f","contributors":{"authors":[{"text":"Blodgett, J. C.","contributorId":32154,"corporation":false,"usgs":true,"family":"Blodgett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poeschel, K.R.","contributorId":98715,"corporation":false,"usgs":true,"family":"Poeschel","given":"K.R.","affiliations":[],"preferred":false,"id":196042,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thornton, J.L.","contributorId":41460,"corporation":false,"usgs":true,"family":"Thornton","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":196041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13672,"text":"ofr88171 - 1988 - Water-quality data for the Boise River, Boise to Star, Idaho, October to December 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr88171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-171","title":"Water-quality data for the Boise River, Boise to Star, Idaho, October to December 1987","docAbstract":"Chemical and physical data were collected at six and biological data at five sites on the Boise River between Veterans Memorial Parkway in Boise and Star, Idaho, from October to December 1987. Data were collected to determine the impact of sewage effluent from two Boise wastewater treatment plants on the water and biological quality of the Boise River. Similar data will be collected from January to March 1988 and will be published in a second noninterpretive report. Results of all data analyses will be discussed in a final interpretive report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88171","usgsCitation":"Frenzel, S., and Hansen, T., 1988, Water-quality data for the Boise River, Boise to Star, Idaho, October to December 1987: U.S. Geological Survey Open-File Report 88-171, i, 11 p. :map ;28 cm., https://doi.org/10.3133/ofr88171.","productDescription":"i, 11 p. :map ;28 cm.","costCenters":[],"links":[{"id":147535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0171/report-thumb.jpg"},{"id":42222,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4cca","contributors":{"authors":[{"text":"Frenzel, S.A.","contributorId":9246,"corporation":false,"usgs":true,"family":"Frenzel","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":168207,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, T.F.","contributorId":87961,"corporation":false,"usgs":true,"family":"Hansen","given":"T.F.","email":"","affiliations":[],"preferred":false,"id":168208,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27337,"text":"wri864319 - 1988 - A finite-element model for simulating hydraulic interchange of surface and ground water","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri864319","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4319","title":"A finite-element model for simulating hydraulic interchange of surface and ground water","docAbstract":"A model was developed to be useful for predicting changes in streamflow as a result of groundwater pumping. The stream aquifer model is especially useful for simulating streams that flow intermittently owing to leakage to the aquifer or diversion for irrigation or streams that become perched owing to declining hydraulic head in the aquifer. The model couples the equation of two-dimensional groundwater flow with the kinematic equations of one-dimensional open-channel flow. Darcy 's law for vertical flow through a semipermeable streambed is used to couple the groundwater flow and streamflow equations. The equations of flow are approximated numerically by the finite-element method. A listing of the Fortran program that solves the equations of flow , and a description of data-input formats are given in the report. The program can simulate a variety of hydrologic characteristics including perched streams, streamflow diversions , springs, recharge from irrigated acreage, and evapotranspiration from the water table and phreatophytes. Time-dependent boundary conditions can be simulated. The program can be modified easily to simulate unconfined aquifers and aquifers with variable directions of anisotropy. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864319","usgsCitation":"Glover, K.C., 1988, A finite-element model for simulating hydraulic interchange of surface and ground water: U.S. Geological Survey Water-Resources Investigations Report 86-4319, iv, 90 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864319.","productDescription":"iv, 90 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122976,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4319/report-thumb.jpg"},{"id":56201,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4319/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae537","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197940,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26524,"text":"wri884047 - 1988 - Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","interactions":[],"lastModifiedDate":"2017-01-25T08:39:40","indexId":"wri884047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4047","title":"Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","docAbstract":"Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data in the form of tables and ' 7Q10 flow profiles ' (minimum average flow for 7 consecutive days with a 10-yr recurrence interval)(7Q10 flow plotted against distance along a stream channel) for all streams reaches of the Upper Savannah and Ogeechee Rivers and tributaries where sufficient data of acceptable accuracy are available. Drainage area profiles are included for all stream basins larger than 5 sq mi, except for those in a few remote areas. This report is the third in a series of reports that will cover all stream basins north of the Fall Line in Georgia. It includes the Georgia part of the Savannah River basin from its headwaters down to and including McBean Creek, and Brier Creek from its headwaters down to and including Boggy Gut Creek. It also includes the Ogeechee River from its headwaters down to and including Big Creek, and Rocky Comfort Creek (tributary to Ogeechee River) down to the Glascock-Jefferson County line. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. The 7-day minimum flow profile was omitted for stream reaches where natural flow was known to be altered significantly. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884047","usgsCitation":"Carter, R., Hopkins, E.H., and Perlman, H., 1988, Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia: U.S. Geological Survey Water-Resources Investigations Report 88-4047, iv, 169 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884047.","productDescription":"iv, 169 p. :ill., map ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Georgia","otherGeospatial":"Ogeechee River, Savannah 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487bd","contributors":{"authors":[{"text":"Carter, R.F.","contributorId":101261,"corporation":false,"usgs":true,"family":"Carter","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":196550,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, E. H.","contributorId":18411,"corporation":false,"usgs":true,"family":"Hopkins","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196548,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perlman, H.A.","contributorId":84406,"corporation":false,"usgs":true,"family":"Perlman","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":196549,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57396,"text":"wdrPA862 - 1988 - Water resources data, Pennsylvania, water year 1986. Volume 2: Susquehanna and Potomac River basins","interactions":[],"lastModifiedDate":"2024-07-29T21:49:14.476646","indexId":"wdrPA862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-86-2","title":"Water resources data, Pennsylvania, water year 1986. Volume 2: Susquehanna and Potomac River basins","docAbstract":"<p>Water resources data for the 1986 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report. Volume 2, includes records from the Susquehanna and Potomac River basins. Specifically, it contains: (1) Discharge records for 93 continuous record stream-flow-gaging stations and 12 crest-stage partial-record stations; (2) elevation and contents records for 13 lakes and reservoirs; (3) water-quality records for 22 streamflow-gaging stations, for 8 ungaged streamsites, and for 30 wells or springs; and (4) water-level records for 41 observation wells. Locations of these sites are shown on figures 7-10. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses and represent 3 special study and miscellaneous streamflow sites and 22 ground-water quality sites. These data together with the data in Volumes 1 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA862","collaboration":"Prepared in cooperation with the Pennsylvania Department of nvironmental Resources, the U.S. Army Corps of Engineers, Baltimore District, The Susquehanna River Basin Commission, and with other State, municipal, and Federal agencies","usgsCitation":"Loper, W., Behrendt, T., and Schaffstall, W., 1988, Water resources data, Pennsylvania, water year 1986. 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,{"id":27108,"text":"wri874226 - 1988 - Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri874226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4226","title":"Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois","docAbstract":"Twenty-three measurement of discharge were used to determine discharge ratings for the five adjustable sluice gates, spillway and fish ladder at McHenry Dam on the Fox River in Illinois. Discharge ratings were determined for free weir, free orifice, and submerged orifice flow regimes. Hydraulic conditions that identify flow regimes at McHenry Dam are defined by ratios between headwater depth (h1), tailwater depth (h3), and gate opening (hg). Flow under the sluice gates is identified as weir flow when the ratio of gate opening to headwater depth is greater than 0.73, and as orifice flow when hg/H1 is less than 0.73. Free orifice flow occurs when the ratio of tailwater depth to gate opening is less than 1.3, and submerged orifice flow occurs when h3/hg is greater than 1.3. Flow under the sluice gates is identified as free weir flow when the ratio of tailwater depth to headwater depth is less than 0.75, and as submerged weir flow when h3/h1 is greater than 0.75. Flow over the spillway is identified as free weir flow when the ratio of tailwater depth to headwater depth is less than 0.60, and as submerged weir flow when h3/h1 is greater than 0.60. Discharge coefficients to be used in equations to compute discharge for various hydraulic conditions were determined. Four discharge measurement, ranging from 169 to 2990 cu ft/sec, were used to define discharge coefficients that varies from 2.61 to 3.14 for free weir flow over the spillway. Nineteen discharge measurements, ranging from 180 to 4050 cu ft/sec, were used to define discharge coefficients for free weir, free orifice, and submerged orifice flow under the sluice gates. The average value of the discharge coefficient for free weir flow under the sluice gates is 3.17. Discharge coefficients for free orifice flow varied from 0.48 to 0.66 and the discharge coefficients for submerged orifice flow from the two measurements were 0.59 and 0.67. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874226","usgsCitation":"Fisk, G.G., 1988, Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois: U.S. Geological Survey Water-Resources Investigations Report 87-4226, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874226.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4226/report-thumb.jpg"},{"id":55968,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a985","contributors":{"authors":[{"text":"Fisk, G. G.","contributorId":27027,"corporation":false,"usgs":true,"family":"Fisk","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197564,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65813,"text":"i1890 - 1988 - Shaded relief and surface markings of the Perrine Quadrangle of Ganymede","interactions":[],"lastModifiedDate":"2012-02-02T00:13:18","indexId":"i1890","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1890","subseriesTitle":"NONE","title":"Shaded relief and surface markings of the Perrine Quadrangle of Ganymede","language":"ENGLISH","doi":"10.3133/i1890","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Shaded relief and surface markings of the Perrine Quadrangle of Ganymede: U.S. Geological Survey IMAP 1890, 2 remote sensing images :1 col. ;sheets 75 x 84 cm. and 66 x 84 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1890.","productDescription":"2 remote sensing images :1 col. ;sheets 75 x 84 cm. and 66 x 84 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189664,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101162,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1890/plate-1.pdf","size":"5826","linkFileType":{"id":1,"text":"pdf"}},{"id":101163,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1890/plate-2.pdf","size":"4271","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f48f1","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":534168,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26978,"text":"wri884038 - 1988 - Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","interactions":[],"lastModifiedDate":"2025-01-10T18:24:26.924718","indexId":"wri884038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4038","title":"Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","docAbstract":"<p>Hydrologric data were used to determine the premining surface-water conditions in two small basins in the Fort Union coal region of Montana and North Dakota. The two streams. Hay Creek and West Branch Antelope Creek, are ephemeral. Most of the volume and peak discharges are due to snowmelt runoff. Little rainfall runoff occurs, and volume and peak discharges for this runoff are relatively small compared to those for snowmelt runoff</p><p>Suspended-sediment concentrations for snowmelt runoff ranged from 4 to 325 milligrams per liter for the Hay Creek and West Branch Antelope Creek watersheds. At the outflow site of the Hay Creek watershed, the dominant dissolved constituents in runoff are magnesium and sulfate; at the outflow site of the West Branch Antelope Creek watershed, they are calcium, magnesium, bicarbonate, and sulfate.</p><p>The U.S. Geological Survey's Precipitation-Runoff Modeling System was calibrated for both watersheds for the snowmelt runoff. The model was not calibrated for rainfall runoff because of insufficient runoff. Sensitivity analyses indicated the model was most sensitive to the values of snow correction for daily precipitation at precipitation gages, emissivity of the air for longwave radiation, and maximum available water-holding capacity of the soil profile. Testing of several watershed delineations showed that, for well-defined snow distribution, 23 units adequately defined the variability in runoff in the Hay Creek watershed, and 36 units adequately defined the variability in runoff in the West Branch Antelope Creek watershed.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884038","usgsCitation":"Emerson, D.G., 1988, Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4038, vii, 111 p., https://doi.org/10.3133/wri884038.","productDescription":"vii, 111 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":55866,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157804,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4038/report-thumb.jpg"},{"id":466021,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46961.htm","text":"Hay Creek","linkFileType":{"id":5,"text":"html"}},{"id":466022,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46962.htm","text":"West Branch Antelope Creek","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana, North Dakota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -101.9556,\n              47.4083\n            ],\n            [\n              -101.9556,\n              47.333\n            ],\n            [\n              -101.85,\n              47.333\n            ],\n            [\n              -101.85,\n              47.4083\n            ],\n            [\n              -101.9556,\n              47.4083\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -104.1667,\n              47.0433\n            ],\n            [\n              -104.1667,\n              46.9497\n            ],\n            [\n              -104.0692,\n              46.9497\n            ],\n            [\n              -104.0692,\n              47.0433\n            ],\n            [\n              -104.1667,\n              47.0433\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a6c1","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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