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,{"id":70047569,"text":"70047569 - 1975 - Summary of hydrologic data collected during 1974 in Dade County, Florida","interactions":[],"lastModifiedDate":"2022-04-07T15:28:49.153865","indexId":"70047569","displayToPublicDate":"1975-01-01T11:31:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"FL 75-012","title":"Summary of hydrologic data collected during 1974 in Dade County, Florida","docAbstract":"This report is ninth in a series documenting the annual hydrologic conditions in Dade County, Florida. The hydrologic conditions in Dade County for the 1974 water year (October 1, 1973 to September 30, 1974) except for rainfall are summarized in tables, graphs, and maps. The locations of ground-water data-collection stations are shown in figure 1, rainfall and surface-water stations in figure 2, and water quality sampling stations in figure 43. As shown, the network of stations is extensive. The long-term records (1940 to 1974) furnish background information vital in the analysis of effects of water-management practices.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/70047569","collaboration":"Prepared in cooperation with Dade County, Miami-Dade Water and Sewer Authority, City of Miami Beach, Florida Bureau of Geology, Florida Department of Natural Resources, Flood Control District of Dade County, National Park Service, US Army Corps of Engineers, US Air Force, US Navy","usgsCitation":"Hull, J., 1975, Summary of hydrologic data collected during 1974 in Dade County, Florida: Open-File Report FL 75-012, 127 p., https://doi.org/10.3133/70047569.","productDescription":"127 p.","numberOfPages":"131","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":277870,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70047569/ofrfl75012.pdf","text":"Report","size":"33.5 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FL 75-012"},{"id":276450,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70047569/coverthb.jpg"}],"country":"United States","state":"Florida","county":"Miami-dade County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.8736,25.13742 ], [ -80.8736,25.979434 ], [ -80.11793,25.979434 ], [ -80.11793,25.13742 ], [ -80.8736,25.13742 ] ] ] } } ] }","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"520a03ffe4b0026c2bc11ceb","contributors":{"authors":[{"text":"Hull, J.E.","contributorId":56264,"corporation":false,"usgs":true,"family":"Hull","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":482424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70119539,"text":"70119539 - 1975 - The determination, assessment, and design of \"in-stream value\" studies for the northern Great Plains region","interactions":[],"lastModifiedDate":"2014-08-07T11:29:51","indexId":"70119539","displayToPublicDate":"1975-01-01T11:16:49","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"The determination, assessment, and design of \"in-stream value\" studies for the northern Great Plains region","docAbstract":"<p>An extensive literature review was conducted to determine the discharge requirements of various components of a warm water fishery.  Where exact hydrologic parameters were not measured directly in individual studies, they were estimated from inferred statements and knowledge of hydrologic variables leading to certain instream conditions.  From this information it was possible to determine which components of the stream community would be most seriously affected by reduced discharges.</p>\n<br/>\n<p>In addition, a number of different methods used in the recommendation of minimum streamflows was reviewed.  These methods were evaluated for their reliability and ease of use.  It was concluded that a method for recommending minimum discharges should not sacrifice reliability for expediency.</p>\n<br/>\n<p>A methodology is proposed for the recommendation of minimum discharges for a warm water fishery.  This method utilizes field measurements of critical stream areas and biological criteria determined from the used of indicator species.  For large rivers, migration and spawning requirements are analyzed using the paddlefish (<i>Polyodon spathula</i>) as the indicator species.  For smaller rivers, the suggested indicator species is the sauger (<i>Stizostedion canadense</i>).  Rearing flows are determined on the basis of stream productivity by analyzing macroinvertebrate habits, and on the basis of fish habitat typing.  The indicator species for determining adequate fish habitat is the stonecat (<i>Notorus flavus</i>).</p>\n<br/>\n<p>A number of variables were identified which might require a greater amount of in-stream flow than the fishery, per se.  These variables included streamflow needs for riparian and other sub-irrigated vegetation, water quality parameters, anchor ice formation, and the relationship between discharge and sediment yield.  Information concerning these variables is insufficient at this time to determine whether a variable will \"over-ride\" the streamflow requirement for the fishery itself.  Further research is needed in these areas, and several investigative methods for conducting such research are proposed.</p>","language":"English","publisher":"Northern Great Plains Resources Program","publisherLocation":"Denver, CO","usgsCitation":"Bovee, K.D., 1975, The determination, assessment, and design of \"in-stream value\" studies for the northern Great Plains region, iii, 205 p.","productDescription":"iii, 205 p.","numberOfPages":"208","costCenters":[],"links":[{"id":291833,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"Great Plains","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.17,41.05 ], [ -114.17,49.11 ], [ -95.56,49.11 ], [ -95.56,41.05 ], [ -114.17,41.05 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e492d0e4b0fff40428a611","contributors":{"authors":[{"text":"Bovee, Ken D.","contributorId":100447,"corporation":false,"usgs":true,"family":"Bovee","given":"Ken","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":497705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25290,"text":"25290 - 1975 - Basic ground-water data for the Moscow Basin, Idaho","interactions":[],"lastModifiedDate":"2025-03-17T13:47:30.991091","indexId":"25290","displayToPublicDate":"1975-01-01T10:59:44","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Basic ground-water data for the Moscow Basin, Idaho","docAbstract":"<p>The Moscow basin encompasses an area of 65 square miles (170 square kilometres) in Latah County and borders the Idaho Washington State line (fig. 1). The basin is along the eastern edge of the \"Palouse Country\" where the rolling Palouse hills merge with the low mountains of northern Idaho. It is drained by the South Fork Palouse River, Paradise Creek, and Missouri Flat Creek, and their headwater tributaries.</p><p>All water supplies for the basin are derived from wells and springs. Virtually all large-capacity wells are owned by the City of Moscow and the University of Idaho. These wells are open to the basalt of the Columbia River Group and the interbedded sands in the Latah Formation (Stevens, 1960, p. 335; Jones and Ross, 1972, p. 12-13, fig. 4). Many domestic and a few commercial wells are also open to these same formations. Most of the City and University wells tap thick sections of these water-bearing formations. However, only about 25 percent of the total basin area is underlain by basalt. The approximate subsurface extent of the area underlain by basalt, as determined by well logs and geophysical data, is shown in figure 2.</p><p>The purpose of this report is to present basic geologic and hydrologic data that are available in the basin. Included are a table of well records, well logs, a table of annual ground-water withdrawals, water levels in observation wells, a contour map showing the approximate elevation of the water-level in the upper series of basalt flows and interbedded sediments in the southern part of the area (fig. 2), and a bibliography of the more important reports pertaining to ground water in the area. More than 90 percent of the wells tapping basalt were visited, but only a representative number of wells tapping other rocks were visited. Data that may have become available after December 1972 are not given except for water-level measurements made in March 1973.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/25290","issn":"0364-7064","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources.","usgsCitation":"Crosthwaite, E.G., 1975, Basic ground-water data for the Moscow Basin, Idaho, Report: 96 p.; 1 Plate: 14.73 x 19.32 inches, https://doi.org/10.3133/25290.","productDescription":"Report: 96 p.; 1 Plate: 14.73 x 19.32 inches","numberOfPages":"96","costCenters":[],"links":[{"id":483444,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/25290/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":483443,"rank":2,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/unnumbered/25290/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":289621,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/25290/report-thumb.jpg"}],"country":"United States","state":"Idaho","city":"Moscow","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.039698,46.710912 ], [ -117.039698,46.758882 ], [ -116.962068,46.758882 ], [ -116.962068,46.710912 ], [ -117.039698,46.710912 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53be6462e4b0527d5d4097a3","contributors":{"authors":[{"text":"Crosthwaite, Emerson Gerald","contributorId":63315,"corporation":false,"usgs":true,"family":"Crosthwaite","given":"Emerson","email":"","middleInitial":"Gerald","affiliations":[],"preferred":false,"id":193372,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70139636,"text":"70139636 - 1975 - Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Weir River, Hingham, to Jonas River, Kingston","interactions":[],"lastModifiedDate":"2016-05-20T14:30:18","indexId":"70139636","displayToPublicDate":"1975-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":367,"text":"Massachusetts Hydrologic - Data Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"16","title":"Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Weir River, Hingham, to Jonas River, Kingston","docAbstract":"<p>The principal basins are those of Weir River, James Brook, Bound Brook, North River, South River, and Jones River, all draining to Massachusetts Bay and Cape Cod Bay. These basins are bounded on the north by the Weymouth River basins, on the west by the Taunton River basin, and on the south by small basins that drain to Cape Cod Bay. The basins included all, or parts of, the Norwell, Pembroke, Plymouth, Plympton, Rockland, Scituate, Weymouth, and Whitman. With the following exceptions, each town is served by its own municipal water system--Hingham and northwest Cohasset by the Hingham Water Company; Abington and Rockland by the Abington-Rockland Joint Water Works; and Plympton lacks a public water supply. Weymouth and Cohasset are in Norfolk County; the other towns are in Plymouth County.</p>\n<p>This report presents, in tabular form, selected records of wells, test wells, borings, and springs; measurements of stream discharge, specific conductance, and temperature at partial-record stations; chemical analyses of ground water and surface water; and a summary of municipal water sources and additional sources available. The data were collected during a study of the drainage basins from 1969 to 1971 in cooperation with the Massachusetts Water Resources Commission. The report is released in order to make available to the public and to local, state, and federal agencies basic hydrologic information that may aid in planning water-resources development. Basic records contained in this report and streamflow data published elsewhere (U.S. Geol. Survey, 1960 et seq.) complement an interpretive report (Williams and Tasker, 1974).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/70139636","collaboration":"Prepared in cooperation with the Commonwealth of Massachusetts, Water Resources Commission","usgsCitation":"Williams, J.R., Willey, R.E., and Tasker, G.D., 1975, Hydrologic data of the coastal drainage basins of southeastern Massachusetts, Weir River, Hingham, to Jonas River, Kingston: U.S. Geological Survey Massachusetts Hydrologic - Data Report 16, Report: 63 p.; Plate: 31.41 x 36.55 inches, https://doi.org/10.3133/70139636.","productDescription":"Report: 63 p.; Plate: 31.41 x 36.55 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":297607,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70139636.jpg"},{"id":321465,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70139636/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":321466,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70139636/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","country":"United States","state":"Massachusetts","otherGeospatial":"Jonas River, Weir River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.00807189941406,\n              41.90789845299648\n            ],\n            [\n              -71.00807189941406,\n              42.26816325848521\n            ],\n            [\n              -70.6036376953125,\n              42.26816325848521\n            ],\n            [\n              -70.6036376953125,\n              41.90789845299648\n            ],\n            [\n              -71.00807189941406,\n              41.90789845299648\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54dd2bcbe4b08de9379b34d7","contributors":{"authors":[{"text":"Williams, John R.","contributorId":107260,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"","middleInitial":"R.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":539470,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":539471,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":539472,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70175521,"text":"70175521 - 1975 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1973","interactions":[],"lastModifiedDate":"2017-06-14T11:47:09","indexId":"70175521","displayToPublicDate":"1975-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1973","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70175521","usgsCitation":"Fisher, J., and King, H.D., 1975, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1973: Open-File Report, 264 p., https://doi.org/10.3133/70175521.","productDescription":"264 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,{"id":70178886,"text":"70178886 - 1974 - Hydrologic reconnaissance of the northern Great Salt Lake Desert and summary hydrologic reconnaissance of northwestern Utah","interactions":[],"lastModifiedDate":"2016-12-30T09:55:40","indexId":"70178886","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"42","title":"Hydrologic reconnaissance of the northern Great Salt Lake Desert and summary hydrologic reconnaissance of northwestern Utah","docAbstract":"<p>This report is the thirteenth in a series prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights, that describes the water resources of selected basins in western Utah. The purpose of this series of reconnaissances is to analyze available hydrologic data, to evaluate present and potential water-resource development, and to identify additional studies that might be needed in the future to provide a fuller understanding of the hydrologic system.</p>","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Stephens, J.C., 1974, Hydrologic reconnaissance of the northern Great Salt Lake Desert and summary hydrologic reconnaissance of northwestern Utah: Technical Publication 42, 55 p.","productDescription":"55 p.","numberOfPages":"64","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331857,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331855,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-5-120"},{"id":331856,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200094.pdf"}],"country":"United States","state":"Utah","otherGeospatial":"Great Salt Lake Desert","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"584d222fe4b0f574cb6e9605","contributors":{"authors":[{"text":"Stephens, Jerry C.","contributorId":81493,"corporation":false,"usgs":true,"family":"Stephens","given":"Jerry","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":655456,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70178887,"text":"70178887 - 1974 - Water resources of the Milford area, Utah, with emphasis on ground water","interactions":[],"lastModifiedDate":"2016-12-30T09:56:34","indexId":"70178887","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"43","title":"Water resources of the Milford area, Utah, with emphasis on ground water","docAbstract":"<p>The investigation of the water resources of the Milford area was made as part of a cooperative program with the Utah Department of Natural Resources, Division of Water Rights, to investigate the water resources of the State. The primary purpose of this report is to provide basic hydrologic information needed for the effective administration and adjudication of water rights in the valley.</p>","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","usgsCitation":"Mower, R.W., and Cordova, R., 1974, Water resources of the Milford area, Utah, with emphasis on ground water: Technical Publication 43, v, 106 p.","productDescription":"v, 106 p.","numberOfPages":"119","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331860,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331858,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Pubmain&Submod=Pubtype&Key=List+Publications&QSTRING=00000007"},{"id":331859,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200095.pdf"}],"country":"United States","state":"Utah","county":"Beaver County, Iron County, Millard County","geographicExtents":" {\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.01611328125,\n              37.63163475580643\n            ],\n            [\n              -114.01611328125,\n              39.99395569397331\n            ],\n            [\n              -111.57714843749999,\n              39.99395569397331\n            ],\n            [\n              -111.57714843749999,\n              37.63163475580643\n            ],\n            [\n              -114.01611328125,\n              37.63163475580643\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"584d222fe4b0f574cb6e9603","contributors":{"authors":[{"text":"Mower, R. W.","contributorId":34898,"corporation":false,"usgs":true,"family":"Mower","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":655457,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cordova, R.M.","contributorId":77511,"corporation":false,"usgs":true,"family":"Cordova","given":"R.M.","email":"","affiliations":[],"preferred":false,"id":655458,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70178889,"text":"70178889 - 1974 - Water resources of the Curlew Valley drainage basin, Utah and Idaho","interactions":[],"lastModifiedDate":"2016-12-30T09:58:16","indexId":"70178889","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"45","title":"Water resources of the Curlew Valley drainage basin, Utah and Idaho","docAbstract":"<p>This report about the water resources of the Curlew Valley drain- age basin, Utah and Idaho, was prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Wildlife Resources. The primary purpose of the study on which this re- port is based was to determine whether or not the flow of Locomotive Springs--a source of water for a State Waterfowl Management Area--has been or will be diminished as a result of ground-water withdrawals elsewhere in Curlew Valley. To this end, it was necessary to make a quantitative appraisal of the water resources of the Curlew Valley drainage basin, with emphasis on ground water, and to evaluate the effects of both present and planned water-supply developments on the hydrologic regimen.</p>","language":"English","publisher":"Utah Department of Natural Resources, Division of Wildlife Resources","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Wildlife Resources","usgsCitation":"Baker, C.H., 1974, Water resources of the Curlew Valley drainage basin, Utah and Idaho: Technical Publication 45, v, 91 p.","productDescription":"v, 91 p.","numberOfPages":"103","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331867,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331865,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-5-180"},{"id":331866,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200097.pdf"}],"country":"United States","state":"Idaho, Utah","county":"Box Elder County","otherGeospatial":"Curlew Valley","geographicExtents":" {\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.17565917968749,\n              41.623655390686395\n            ],\n            [\n              -113.17565917968749,\n              42.69858589169842\n            ],\n            [\n              -112.1429443359375,\n              42.69858589169842\n            ],\n            [\n              -112.1429443359375,\n              41.623655390686395\n            ],\n            [\n              -113.17565917968749,\n              41.623655390686395\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"584d222ee4b0f574cb6e95ff","contributors":{"authors":[{"text":"Baker, Claud H. Jr.","contributorId":53413,"corporation":false,"usgs":true,"family":"Baker","given":"Claud","suffix":"Jr.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":655461,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70047759,"text":"70047759 - 1974 - Crest-stage gaging stations in Oregon: a compilation of peak data collected from October 1952 to September 1974","interactions":[{"subject":{"id":47930,"text":"ofr71114 - 1970 - Crest-stage gaging stations in Oregon, a compilation of peak data collected from October 1952 to September 1970","indexId":"ofr71114","publicationYear":"1970","noYear":false,"title":"Crest-stage gaging stations in Oregon, a compilation of peak data collected from October 1952 to September 1970"},"predicate":"SUPERSEDED_BY","object":{"id":70047759,"text":"70047759 - 1974 - Crest-stage gaging stations in Oregon: a compilation of peak data collected from October 1952 to September 1974","indexId":"70047759","publicationYear":"1974","noYear":false,"title":"Crest-stage gaging stations in Oregon: a compilation of peak data collected from October 1952 to September 1974"},"id":1}],"lastModifiedDate":"2016-09-26T12:35:58","indexId":"70047759","displayToPublicDate":"2013-01-01T10:30:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Crest-stage gaging stations in Oregon: a compilation of peak data collected from October 1952 to September 1974","docAbstract":"<p>A crest-stage gaging station provides an excellent means for determining peak water-surface elevations at a selected location on a stream channel. When related to streamflow, these data provide hydrologists with a knowledge of the flood experience of a drainage basin. If an adequate flood history is known, it is possible to estimate the probable magnitude and frequency of floods likely to occur in that basin, and this information is a valuable asset to anyone who must estimate design floods at proposed drainage structures. However, most design problems involve estimating peak flows on ungaged streams. This is difficult because the rate of storm runoff is not the same in all basins due to the influence of various basin characteristics which can either assist or retard the runoff. The crest-stage gaging program in Oregon is designed to provide a representative sampliing of peak flows at basins having a wide range in characteristics. Then, after sufficient data are collected, a statistical analysis can be made which will provide a means for estimating design floods at ungaged sites on the basis of known basin characteristics.</p><p>This report is one of a series presenting a compilation of peak data collected at 232 crest-stage gaging stations in Oregon. The collection and publication of these data are made possible through mutual funding by State and Federal agencies. The Geological Survey, the Oregon State Highway Commission, the Federal Highway Administration, and the Bureau of Land Management are currently supporting 160 active crest-stage stations in Oregon.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70047759","collaboration":"Prepared in cooperation with Oregon State Highway Commission, Federal Highway Commission, Bureau of Land Management","usgsCitation":"Friday, J., 1974, Crest-stage gaging stations in Oregon: a compilation of peak data collected from October 1952 to September 1974: Open-File Report, vi, 160 p., https://doi.org/10.3133/70047759.","productDescription":"vi, 160 p.","numberOfPages":"169","costCenters":[{"id":518,"text":"Oregon Water Science 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,{"id":70047677,"text":"70047677 - 1974 - Digital-model study of ground-water hydrology, Columbia Basin Irrigation Project Area, Washington","interactions":[],"lastModifiedDate":"2013-08-19T10:53:50","indexId":"70047677","displayToPublicDate":"2013-01-01T10:24:04","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":148,"text":"Water Supply Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"40","title":"Digital-model study of ground-water hydrology, Columbia Basin Irrigation Project Area, Washington","docAbstract":"Since 1952 water diverted from the Columbia River at Grand Coulee Dam has been used to irrigate parts of the Columbia Basin Irrigation Project area in eastern Washington, and as a result ground-water levels generally have risen in the area. The rapid increases in ground-water inflow, outflow, and storage from irrigation have created a need for a better understanding of the ground-water system before and after the start of irrigation to establish guidelines necessary for management of the area's ground-water resource. Data and information from previous geologic and hydrologic studies were used as a basis for quantitative analyses of ground-water inflow and outflow by means of digital computer models representing three major areas--Quincy Basin, Pasco Basin, and Royal Slope.","language":"English","publisher":"Washington State Department of Ecology","publisherLocation":"Olympia, WA","collaboration":"Prepared in cooperation with U.S. Geological Survey","usgsCitation":"Tanaka, H., Hansen, A.J., and Skrivan, J., 1974, Digital-model study of ground-water hydrology, Columbia Basin Irrigation Project Area, Washington: Water Supply Bulletin 40, iv, 60 p.","productDescription":"iv, 60 p.","numberOfPages":"75","costCenters":[],"links":[{"id":276743,"type":{"id":11,"text":"Document"},"url":"https://www.ecy.wa.gov/programs/eap/wsb/pdfs/WSB_40_Book.pdf"},{"id":276744,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70047677.JPG"}],"country":"United States","state":"Washington","otherGeospatial":"Columbia Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -125.0,45.0 ], [ -125.0,49.0 ], [ -117.0,49.0 ], [ -117.0,45.0 ], [ -125.0,45.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"52136e32e4b0b08f446198c9","contributors":{"authors":[{"text":"Tanaka, H.H.","contributorId":30610,"corporation":false,"usgs":true,"family":"Tanaka","given":"H.H.","email":"","affiliations":[],"preferred":false,"id":482700,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, A. J. Jr.","contributorId":29840,"corporation":false,"usgs":true,"family":"Hansen","given":"A.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":482699,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Skrivan, J.A.","contributorId":107743,"corporation":false,"usgs":true,"family":"Skrivan","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":482701,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70047240,"text":"70047240 - 1974 - Application of digital modeling to the prediction of radioisotope migration in ground water","interactions":[],"lastModifiedDate":"2013-07-26T10:00:20","indexId":"70047240","displayToPublicDate":"2013-01-01T09:24:00","publicationYear":"1974","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Application of digital modeling to the prediction of radioisotope migration in ground water","docAbstract":"Recently developed numerical techniques have been adapted to the solution of transient radioactive solute migration problems in groundwater.","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Isotope Techniques in Groundwater Hydrology","largerWorkSubtype":{"id":12,"text":"Conference publication"},"language":"English","publisher":"IAEA","usgsCitation":"Robertson, J., 1974, Application of digital modeling to the prediction of radioisotope migration in ground water, <i>in</i> Isotope Techniques in Groundwater Hydrology, v. 2, p. 451-478.","productDescription":"28 p.","startPage":"451","endPage":"478","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":275424,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":275423,"type":{"id":11,"text":"Document"},"url":"https://www-naweb.iaea.org/napc/ih/documents/IAEA%20Symposia/W-04%20Proc%20Symposium%201974%20Vol%20II%20Isotope%20Techniques%20in%20gw%20hydrology%201974.pdf"}],"country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","volume":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51f39a64e4b0a32220222f69","contributors":{"authors":[{"text":"Robertson, J.B.","contributorId":85173,"corporation":false,"usgs":true,"family":"Robertson","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":481484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70043778,"text":"70043778 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah","interactions":[{"subject":{"id":16125,"text":"ofr74137 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah","indexId":"ofr74137","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043778,"text":"70043778 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah","indexId":"70043778","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah"},"id":1}],"lastModifiedDate":"2016-12-10T15:21:08","indexId":"70043778","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"47","title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah","docAbstract":"The Wah Wah Valley drainage basin is an area of about 600 square miles (1,550 km<sup>2</sup>) in Millard and Beaver Counties in southwestern Utah. Surface-water supplies of the area are negligible--total runoff averages about 7,800 acre-feet (9.62 hm<sup>3</sup>) annually, all streams are ephemeral or intermittent, and surface storage is negligible. Evaporation and transpiration within the basin consume more than 97 percent of total annual precipitation. There is no surface outflow.","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Stephens, J.C., 1974, Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah: Technical Publication 47, v, 53 p.","productDescription":"v, 53 p.","numberOfPages":"60","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":267803,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331871,"rank":3,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-5-220"},{"id":267802,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200099.pdf"}],"country":"United States","state":"Utah","county":"Beaver County, Millard County","otherGeospatial":"Wah Wah Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.97766113281249,\n              38.14751758025121\n            ],\n            [\n              -113.97766113281249,\n              38.886757140695906\n            ],\n            [\n              -113.2470703125,\n              38.886757140695906\n            ],\n            [\n              -113.2470703125,\n              38.14751758025121\n            ],\n            [\n              -113.97766113281249,\n              38.14751758025121\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5124ad45e4b0b6328103b44e","contributors":{"authors":[{"text":"Stephens, Jerry C.","contributorId":81493,"corporation":false,"usgs":true,"family":"Stephens","given":"Jerry","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":474227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70043691,"text":"70043691 - 1974 - Hydrologic Data from the Piceance Basin, Colorado","interactions":[{"subject":{"id":23031,"text":"ofr7371 - 1973 - Selected hydrologic data from the Piceance Basin, Colorado","indexId":"ofr7371","publicationYear":"1973","noYear":false,"title":"Selected hydrologic data from the Piceance Basin, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":70043691,"text":"70043691 - 1974 - Hydrologic Data from the Piceance Basin, Colorado","indexId":"70043691","publicationYear":"1974","noYear":false,"title":"Hydrologic Data from the Piceance Basin, Colorado"},"id":1}],"lastModifiedDate":"2018-01-08T20:11:26","indexId":"70043691","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":245,"text":"Colorado Division of Water Resources Basic-Data Release","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"31","title":"Hydrologic Data from the Piceance Basin, Colorado","docAbstract":"<p>No abstract available.<br data-mce-bogus=\"1\"></p>","language":"English","publisher":"Colorado Department of Natural Resources","publisherLocation":"Denver, CO","collaboration":"Prepared by the U.S. Geological Survey, in cooperation with the Colorado Department of Natural Resources","usgsCitation":"Ficke, J.F., Weeks, J., and Welder, F.A., 1974, Hydrologic Data from the Piceance Basin, Colorado: Colorado Division of Water Resources Basic-Data Release 31, vii, 246 p.","productDescription":"vii, 246 p.","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"links":[{"id":267620,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0,37.0 ], [ -109.0,41.0 ], [ -102.0,41.0 ], [ -102.0,37.0 ], [ -109.0,37.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51235b83e4b0c9f2bfcf8d43","contributors":{"authors":[{"text":"Ficke, John F.","contributorId":86750,"corporation":false,"usgs":true,"family":"Ficke","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":474089,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":474088,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Welder, Frank A.","contributorId":32173,"corporation":false,"usgs":true,"family":"Welder","given":"Frank","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":474087,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29196,"text":"wri7431 - 1974 - Oak Glen water-resources development study using modeling techniques, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-10-30T12:46:15","indexId":"wri7431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-31","title":"Oak Glen water-resources development study using modeling techniques, San Bernardino County, California","docAbstract":"<p>Hydrologic, digital-model, and economic analyses were made to determine the most efficient balance of conjunctive use of local ground water and surface water--specifically, whether additional ground-water supplies can be developed in the Oak Glen study area, San Bernardino County, Calif., for local use and also for export to the adjacent Yucaipa area, and what will be the effects of imported water available in 1980.</p><p>The hydrologic analysis showed that transmissivity values of the aquifer in the Oak Glen study area ranged from 1,000 to 6,750 gallons per day per foot or their equivalent 134 to 902 feet squared per day (12 to 84 metres squared per day) and that net annual recharge in the area was about 1,940 acre-feet (2.39 cubic hectometres) per year. The volume of ground water in storage in 1970 was about 86,000 acre-feet (106 cubic hectometres).</p><p>The digital-model analysis included building and verifying a steady-state and a non-steady-state model. The steady-state model was considered to be verified when the model-generated water levels approximated the measured 1949 water levels, which were assumed to represent steady-state water-level conditions. The non-steady-state model was verified for 1949-70, and the model satisfactorily reproduced the measured water-level changes for the study area during that period. Water-level changes in the ground-water basin were predicted from 1971 to 1980 using as representative average annual pumpage that from 1966 to 1970 and 1971. The model also predicted water-level changes from 1971 to 1980 using the maximum pumpage capacities of the wells under recharge conditions for average, wet, and dry periods.</p><p>The predicted water-level changes in the Oak Glen study area were used to calculate the average costs of pumping water for 1980. The comparable average costs of importing water from an alternative supply and the capital costs of well construction were also determined. The economic evaluation suggests the following: (1) Increase ground-water pumping for local use, (2) reduce well-water import to the lower parts of the Oak Glen study area from adjacent areas to the west, (3) short term prior to 1980 overdevelopment appears to be feasible with export to Yucaipa, and (4) tunnel development or new shallow wells at the higher altitudes could help alleviate the water problem.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7431","usgsCitation":"Powers, W.R., and Hardt, W.F., 1974, Oak Glen water-resources development study using modeling techniques, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 74-31, iv, 59 p., https://doi.org/10.3133/wri7431.","productDescription":"iv, 59 p.","costCenters":[],"links":[{"id":358949,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0031/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69664c","contributors":{"authors":[{"text":"Powers, William R. III","contributorId":81952,"corporation":false,"usgs":true,"family":"Powers","given":"William","suffix":"III","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201127,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, William F.","contributorId":70013,"corporation":false,"usgs":true,"family":"Hardt","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201126,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48255,"text":"ofr741089 - 1974 - Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho","interactions":[],"lastModifiedDate":"2025-04-09T16:21:34.960482","indexId":"ofr741089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-1089","title":"Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho","docAbstract":"Industrial and low-level radioactive liquid wastes at the National Reactor Testing Station (NRTS) in Idaho have been disposed to the Snake River Plain aquifer since 1952. Monitoring studies have indicated that tritium and chloride have dispersed over a 15-square mile (39-square kilometer) area of the aquifer in low but detectable concentrations and have only migrated as far as 5 miles (8 kilometers) downgradient from discharge points. The movement of cationic waste solutes, particularly <sup>90</sup>Sr and <sup>137</sup>Cs, has been significantly retarded due to sorption phenomena, principally ion exchange. <sup>137</sup>Cs has shown no detectable migration in the aquifer and <sup>90</sup>Sr has migrated only about 1.5 miles (2 kilometers) from the Idaho Chemical Processing Plant (ICPP) discharge well, and is detectable over an area of only 1.5 square miles ( 4 square kilometers) of the aquifer. Digital modeling techniques have been applied successfully to the analysis of the complex waste-transport system by utilizing numerical solution of the coupled equations of groundwater motion and mass transport. The model includes the effects of convective transport, flow divergence, two-dimensional hydraulic dispersion, radioactive decay, and reversible linear sorption. The hydraulic phase of the model uses the iterative, alternating direction, implicit finite-difference scheme to solve the groundwater flow equations, while the waste-transport phase uses a modified method of characteristics to solve the solute transport equations simulated by the model. The modeling results indicate that hydraulic dispersion (especially transverse) is a much more significant influence than previously suggested by earlier studies. The model has been used to estimate future waste migration patterns for varied assumed hydrological and waste conditions up through the year 2000. The hydraulic effects of recharge from the Big Lost River have an important (but not predominant) influence on the simulated future migration patterns. For the assumed conditions, the model indicates that detectable concentrations of waste chloride and tritium could move as much as 15 miles (24 kilometers) downgradient from the original discharge points by the year 2000. However, the model shows <sup>90</sup>Sr moving only 2 to 3 miles (3 to 5 kilometers) downgradient in the same time. The model may also be used to estimate the effects of the various future waste disposal practices and hydrologic conditions on subsequent migration of waste products.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr741089","collaboration":"Work done in cooperation with the U.S. Atomic Energy Commission","usgsCitation":"Robertson, J., 1974, Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho: U.S. Geological Survey Open-File Report 74-1089, vi, 41 p., https://doi.org/10.3133/ofr741089.","productDescription":"vi, 41 p.","startPage":"i","endPage":"41","numberOfPages":"47","costCenters":[{"id":634,"text":"Water Resources Program","active":false,"usgs":true}],"links":[{"id":265807,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pbadupws.nrc.gov/docs/ML0609/ML060960424.pdf"},{"id":171187,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Snake River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa07","contributors":{"authors":[{"text":"Robertson, J.B.","contributorId":85173,"corporation":false,"usgs":true,"family":"Robertson","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":237046,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}