{"pageNumber":"650","pageRowStart":"16225","pageSize":"25","recordCount":16493,"records":[{"id":2516,"text":"wsp1471 - 1959 - Hydrology of the Long Beach-Santa Ana area, California with special reference to the watertightness of the Newport-Inglewood structural zone, with a section on withdrawal of ground water, 1932-41","interactions":[],"lastModifiedDate":"2024-01-10T21:56:39.402334","indexId":"wsp1471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1471","title":"Hydrology of the Long Beach-Santa Ana area, California with special reference to the watertightness of the Newport-Inglewood structural zone, with a section on withdrawal of ground water, 1932-41","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1471","usgsCitation":"Poland, J.F., and Sinnott, A., 1959, Hydrology of the Long Beach-Santa Ana area, California with special reference to the watertightness of the Newport-Inglewood structural zone, with a section on withdrawal of ground water, 1932-41: U.S. Geological Survey Water Supply Paper 1471, Report: vii, 257 p.; 10 Plates: 39.00 x 52.66 inches or smaller, https://doi.org/10.3133/wsp1471.","productDescription":"Report: vii, 257 p.; 10 Plates: 39.00 x 52.66 inches or smaller","costCenters":[],"links":[{"id":28712,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28711,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28708,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28707,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28706,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424289,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24402.htm","linkFileType":{"id":5,"text":"html"}},{"id":28713,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28710,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28709,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28714,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28715,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1471/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28716,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1471/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138794,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1471/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Long Beach-Santa Ana area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -118.30060933939305,\n              33.834857004241414\n            ],\n            [\n              -118.30060933939305,\n              33.65329651633692\n            ],\n            [\n              -117.74707263782179,\n              33.65329651633692\n            ],\n            [\n              -117.74707263782179,\n              33.834857004241414\n            ],\n            [\n              -118.30060933939305,\n              33.834857004241414\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc0e","contributors":{"authors":[{"text":"Poland, J. F.","contributorId":64223,"corporation":false,"usgs":true,"family":"Poland","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":145328,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sinnott, Allen","contributorId":15995,"corporation":false,"usgs":true,"family":"Sinnott","given":"Allen","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":145327,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70211614,"text":"70211614 - 1959 - History of Imuruk Lake, Seward Peninsula, Alaska","interactions":[],"lastModifiedDate":"2020-08-05T14:17:27.877505","indexId":"70211614","displayToPublicDate":"1959-08-04T14:00:21","publicationYear":"1959","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1723,"text":"GSA Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"History of Imuruk Lake, Seward Peninsula, Alaska","docAbstract":"<p><span>A study of Imuruk Lake, a large, shallow lake&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;north-central Seward Peninsula, Alaska, illuminates the climatic history of northwestern Alaska and the tectonic history of central Seward Peninsula during Pleistocene and Recent time. Special interest attaches to the older lake sediments, because they contain evidence concerning the climate, fauna, and flora that existed&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the vicinity of Bering Strait at a time when the Bering land bridge was open and when animal and plant populations were being exchanged between the eastern and western hemispheres. </span></p><p><span>The lake is 8 miles long and less than 10 feet deep; bottom sediments consisting of reworked wind-blown silt bury a rolling bedrock topography of much greater relief. Analysis of the hydrologic regime indicates that much of the water draining into the lake is lost by evaporation; smaller quantities are lost by discharge through the outlet, the Kugruk River, and by leakage into the lava flows along the lake shore. Changes&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the duration and temperature of the summer ice-free season would result&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;changes&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the amount of water lost by evaporation and thus&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;appreciable changes&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;lake level. </span></p><p><span>Imuruk Lake occupies an initial low area on basaltic lava flows of Quaternary age, but the initial low area has been modified by faulting and now lies&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;a poorly defined graben. Topographic evidence confirmed by study of lacustrine terraces indicates that until recently Imuruk Lake drained westward into the Noxapaga River instead of eastward into the Kugruk River. A history of repeated warping of the lake basin, on which is superimposed a history of oscillating lake level which is due to changes&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;climate, is recorded by three systems of abandoned shore-line features found along the shores: a warped shore cliff of probable Illinoian age, a double set of warped terraces of probable Wisconsin age, and a low, horizontal terrace of Recent age. Bones of bison, horse, and mammoth were found&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;peaty sediments containing many twigs but no large wood; their presence indicates that these mammals, at least, were capable of surviving&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;a tundra environment during cold stages of the Pleistocene epoch and at a time when the Bering land bridge was&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;existence nearby. </span></p><p><span>The sediments filling the deeper parts of the bedrock basin of Imuruk Lake probably contain an uninterrupted pollen record that reflects vegetation changes&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;central Seward Peninsula beginning&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;middle Illinoian time and terminating a few thousand years ago. Core drilling and pollen analysis of these sediments would greatly amplify our understanding of late Pleistocene events&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span> the vicinity of the Bering land bridge.&nbsp;</span></p>","language":"English","publisher":"GSA","doi":"10.1130/0016-7606(1959)70[1033:HOILSP]2.0.CO;2","usgsCitation":"Hopkins, D., 1959, History of Imuruk Lake, Seward Peninsula, Alaska: GSA Bulletin, v. 70, no. 8, p. 1033-1046, https://doi.org/10.1130/0016-7606(1959)70[1033:HOILSP]2.0.CO;2.","productDescription":"14 p.","startPage":"1033","endPage":"1046","costCenters":[],"links":[{"id":377018,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Imuruk Lake, Seward Peninsula","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -168.57421875,\n              64.09140752262307\n            ],\n            [\n              -160.048828125,\n              64.09140752262307\n            ],\n            [\n              -160.048828125,\n              66.75724984139227\n            ],\n            [\n              -168.57421875,\n              66.75724984139227\n            ],\n            [\n              -168.57421875,\n              64.09140752262307\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"70","issue":"8","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Hopkins, David M.","contributorId":37409,"corporation":false,"usgs":true,"family":"Hopkins","given":"David M.","affiliations":[],"preferred":false,"id":794793,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71402,"text":"tei358 - 1959 - A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2014-06-03T11:32:03","indexId":"tei358","displayToPublicDate":"1959-03-07T10:52:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":337,"text":"Trace Elements Investigations","code":"TEI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"358","title":"A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada","docAbstract":"<p>This report summarizes an interpretation of the geology of Yucca Valley to depths of about 2,300 feet below the surface, the characteristics features of ground water in Yucca and Frenchman Valleys, and the seismic, gravity, and magnetic data for these valleys. Compilation of data, preparation of illustrations, and writing of the report were completed during the period December 26, 1958 to January 10, 1959. Some of the general conclusions must be considered as tentative until more data are available.</p>\n<br/>\n<p>This work was done by the U.S. Geological Survey on behalf of Albuquerque Operations Office, U.S. Atomic Energy Commission.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/tei358","collaboration":"Prepared on behalf of the U.S. Atomic Energy Commission","usgsCitation":"Wilmarth, V.R., Healey, D., Clebsch, A., Winograd, I., Zietz, I., and Oliver, H.W., 1959, A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada: U.S. Geological Survey Trace Elements Investigations 358, Report: 52 p.; Plate 1: 24.14 x 49.29 inches; Plate 2: 23.40 x 47.80 inches, https://doi.org/10.3133/tei358.","productDescription":"Report: 52 p.; Plate 1: 24.14 x 49.29 inches; Plate 2: 23.40 x 47.80 inches","costCenters":[],"links":[{"id":283471,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tei358.PNG"},{"id":284559,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tei/0358/report.pdf"},{"id":284556,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/0358/figure-1.pdf"},{"id":284557,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/0358/figure-2.pdf"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"Nevada Test Site;Yucca Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.166667,36.666667 ], [ -116.166667,37.25 ], [ -116.0,37.25 ], [ -116.0,36.666667 ], [ -116.166667,36.666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53558fbde4b0120853e8bdf3","contributors":{"authors":[{"text":"Wilmarth, Verl Richard","contributorId":72362,"corporation":false,"usgs":true,"family":"Wilmarth","given":"Verl","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":284109,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healey, D.L.","contributorId":52964,"corporation":false,"usgs":true,"family":"Healey","given":"D.L.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":284108,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clebsch, Alfred Jr.","contributorId":27886,"corporation":false,"usgs":true,"family":"Clebsch","given":"Alfred","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":284107,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winograd, I.J.","contributorId":10408,"corporation":false,"usgs":true,"family":"Winograd","given":"I.J.","affiliations":[],"preferred":false,"id":284106,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Zietz, Isadore","contributorId":82223,"corporation":false,"usgs":true,"family":"Zietz","given":"Isadore","email":"","affiliations":[],"preferred":false,"id":284110,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Oliver, H. W.","contributorId":85570,"corporation":false,"usgs":true,"family":"Oliver","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":284111,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":2513,"text":"wsp1461 - 1959 - Geology, hydrology, and chemical character of ground waters in the Torrance-Santa Monica area, California","interactions":[],"lastModifiedDate":"2023-03-09T22:50:23.620057","indexId":"wsp1461","displayToPublicDate":"1959-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1461","title":"Geology, hydrology, and chemical character of ground waters in the Torrance-Santa Monica area, California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1461","usgsCitation":"Poland, J.F., Garrett, A.A., and Sinnott, A., 1959, Geology, hydrology, and chemical character of ground waters in the Torrance-Santa Monica area, California: U.S. Geological Survey Water Supply Paper 1461, Report: xi, 422 p.; 21 Plates: 38.00 x 35.56 inches or smaller, https://doi.org/10.3133/wsp1461.","productDescription":"Report: xi, 422 p.; 21 Plates: 38.00 x 35.56 inches or smaller","costCenters":[],"links":[{"id":28681,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28680,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28679,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28678,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28677,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28676,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28675,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28674,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138791,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1461/report-thumb.jpg"},{"id":413935,"rank":24,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24395.htm","linkFileType":{"id":5,"text":"html"}},{"id":28693,"rank":22,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-20.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28692,"rank":21,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-19.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28688,"rank":17,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28687,"rank":16,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28686,"rank":15,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28685,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28684,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28683,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28682,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28695,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1461/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28694,"rank":23,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-21.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28691,"rank":20,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28690,"rank":19,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28689,"rank":18,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1461/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Torrance-Santa Monica area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -118.1842,\n              33.704\n            ],\n            [\n              -118.1842,\n              34.105\n            ],\n            [\n              -118.5,\n              34.105\n            ],\n            [\n              -118.5,\n              33.704\n            ],\n            [\n              -118.1842,\n              33.704\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c65b","contributors":{"authors":[{"text":"Poland, J. F.","contributorId":64223,"corporation":false,"usgs":true,"family":"Poland","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":145321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garrett, A. A.","contributorId":44901,"corporation":false,"usgs":true,"family":"Garrett","given":"A.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145320,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sinnott, Allen","contributorId":15995,"corporation":false,"usgs":true,"family":"Sinnott","given":"Allen","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":145319,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2336,"text":"wsp1375 - 1959 - Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water","interactions":[{"subject":{"id":51092,"text":"ofr5211 - 1952 - Geology of Big Bottom dam site, Lewis River, Washington","indexId":"ofr5211","publicationYear":"1952","noYear":false,"title":"Geology of Big Bottom dam site, Lewis River, Washington"},"predicate":"SUPERSEDED_BY","object":{"id":2336,"text":"wsp1375 - 1959 - Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water","indexId":"wsp1375","publicationYear":"1959","noYear":false,"title":"Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water"},"id":1},{"subject":{"id":51158,"text":"ofr52101 - 1952 - Progress report on the geology and ground-water hydrology of the Riverton irrigation project, Wyoming, with a section on the chemical quality of the water","indexId":"ofr52101","publicationYear":"1952","noYear":false,"title":"Progress report on the geology and ground-water hydrology of the Riverton irrigation project, Wyoming, with a section on the chemical quality of the water"},"predicate":"SUPERSEDED_BY","object":{"id":2336,"text":"wsp1375 - 1959 - Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water","indexId":"wsp1375","publicationYear":"1959","noYear":false,"title":"Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water"},"id":2},{"subject":{"id":52965,"text":"ofr5085 - 1950 - Progress report on the geology and ground-water hydrology of the Riverton Irrigation Project, Wyoming","indexId":"ofr5085","publicationYear":"1950","noYear":false,"title":"Progress report on the geology and ground-water hydrology of the Riverton Irrigation Project, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":2336,"text":"wsp1375 - 1959 - Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water","indexId":"wsp1375","publicationYear":"1959","noYear":false,"title":"Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water"},"id":3}],"lastModifiedDate":"2025-01-22T22:18:11.845204","indexId":"wsp1375","displayToPublicDate":"1959-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1375","title":"Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water","docAbstract":"<p>The Riverton irrigation project area is in the northwestern part of the Wind River basin in west-central Wyoming. Because the annual precipitation is only about 9 inches, agriculture, which is the principal occupation in the area, is dependent upon irrigation. Irrigation by surface-water diversion was begum is 1906; water is now supplied to 77,716 acres and irrigation has been proposed for an additional 31,344 acres. </p><p>This study of the geology and ground-water resources of the Riverton irrigation project, of adjacent irrigated land, and of nearby land proposed for irrigation was begun during the summer of 1948 and was completed in 1951. The purpose of the investigation was to evaluate the ground-water resources of the area and to study the factors that should be considered in the solution of drainage and erosional problems within the area. </p><p>The Riverton irrigation project area is characterized by flat to gently sloping stream terraces, which are flanked by a combination of badlands, pediment slopes, and broad valleys. These features were formed by long-continued erosion in an arid climate of the essentially horizontal, poorly consolidated beds of the Wind River formation. The principal streams of the area flow south-eastward. Wind River and Fivemile Creek are perennial streams and the others are intermittent. Ground-water discharge and irrigation return flow have created a major problem in erosion control along Fivemile Creek. Similar conditions might develop along Muddy and lower Cottonwood Creeks when land in their drainage basins is irrigated. </p><p>The bedrock exposed in the area ranges in age from Late Cretaceous to early Tertiary (middle Eocene). The Wind River formation of early and middle Eocene age forms the uppermost bedrock formation in the greater part of the area. Unconsolidated deposits of Quaternary age, which consist of terrace gravel, colluvium, eolian sand and silt. and alluvium, mantle the Wind River formation in much of the area. </p><p>In the irrigated parts of the project, water from domestic use is obtained chiefly from the sandstone beds of the Wind River formation although some is obtained from the alluvium underlying the bottom land and from the unconsolidated deposits underlying the lower terraces along the Wind River. Although adequate quantities if water for domestic use are available from the Wind River formation, there quantities are not considered to be large enough to warrant pumping of ground water for irrigation. Only a few wells are in the nonirrigated part of the area. When this new land is irrigated, a body of ground water will gradually form in the terrace deposits and the alluvial and colluvial-alluvial deposits. Eventually, the terrace deposits may yield adequate quantities of water for domestic and stock use, but only locally are the alluvial and colluvial-alluvial deposits likely to become suitable aquifers. </p><p>In the Riverton irrigation project area, ground water occurs under water-table conditions near the surface and under artesian conditions in certain strata at both shallow and greater depths. Irrigation is the principal source of recharge to the shallow aquifers; the water level in wells that tap these aquifers fluctuates with irrigation. The depth to water in the shallow wells ranges from less than 1 foot to about 30 feet below the land surface, depending on the season of the year and on the length of time the land has been irrigated. The water level in the wells that tap the deep confined aquifers , which receive recharge indirectly from surface sources, fluctuates only slightly because the recharge and discharge are more constant. In most places the depth to water in wells penetrating the deep confined aquifers is mush greater than that in shallow wells. but in certain low areas water from the deep aquifers flows at the surface from wells. Ground water moves from the area of recharge in the direction of the hydraulic gradient and is discharges either by evapotranspiration; by inflow into streams, drains, or lakes; by pumping or flow of wells; or by flow of springs. </p><p>Waterlogging and the associated development of saline soils are common in parts of the Riverton irrigation project and adjacent irrigated land. The waterlogging is in part the result of the infiltration of irrigation water in excess of the capacity of the aquifers to store and transmit this added recharge. The solution of the drainage problems involves the consideration of a number of factors, some of which are inadequately known in some parts of the area and require further investigation before fully effective drainage measures can be designed. </p><p>The results of an aquifer test to determine the hydrologic characteristics of the Wind River formation at Riverton indicate a transmissibility of 10,000 gallons per day per foot (10,000 gpd per ft) and a storage coefficient of 2 x 10<sup>-4</sup>. The results of the test provide a part of the necessary foundation for the solution of present and future water-supply problems at Riverton and throughout the project area. </p><p>Water from shallow aquifers in irrigated tracts in the Riverton irrigation project area generally contains large amounts of dissolved solids that were leached from the soil and rocks by infiltrating irrigation water. However, wells tapping beds that receive considerable recharge from influent canal and drain seepage yield water of relatively low mineralizatoin. Dilute water is obtained also from some shallow wells in the alluvial bottom lands and on low stream terraces that border the Wind Rover. Water from deep aquifers generally is more dilute than that from shallow aquifers. However, ground water from the deep aquifers, unmixed with irrigation water, generally has a percent sodium greater than 80. </p><p>Analyses of salt crusts on the ground surface in low areas that are affected by effluent seepage and a high water table show predominance of sodium sulfate salinity, and from determinations of the water-soluble and acid-soluble substances in several samples of soil and shale it is apparent that harmful concentrations of salts are being deposited in poorly drained area. Although most of the soul in the Midvale irrigation district is of the normal arid type, analyses of soil samples show that saline, nonsaline alkaline, and saline alkaline types also are present.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington","doi":"10.3133/wsp1375","usgsCitation":"Morris, D.A., Hackett, O.M., Vanlier, K., Moulder, E.A., and Durum, W.H., 1959, Ground-water resources of Riverton irrigation project area, Wyoming, with a section on chemical quality of ground water: U.S. Geological Survey Water Supply Paper 1375, Report: vi, 205 p.; 3 Plates: 46.86 x 30.77 inches or smaller, https://doi.org/10.3133/wsp1375.","productDescription":"Report: vi, 205 p.; 3 Plates: 46.86 x 30.77 inches or smaller","numberOfPages":"215","costCenters":[],"links":[{"id":138573,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1375/report-thumb.jpg"},{"id":422309,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24357.htm","linkFileType":{"id":5,"text":"html"}},{"id":480957,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1375/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":480958,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1375/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":278839,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1375/plate-3.pdf"},{"id":28201,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1375/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","county":"Freemont County","otherGeospatial":"Wind River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.0,41.0 ], [ -111.0,45.0 ], [ -104.0,45.0 ], [ -104.0,41.0 ], [ -111.0,41.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d744","contributors":{"authors":[{"text":"Morris, Donald Arthur","contributorId":13960,"corporation":false,"usgs":true,"family":"Morris","given":"Donald","email":"","middleInitial":"Arthur","affiliations":[],"preferred":false,"id":145033,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hackett, O. M.","contributorId":38527,"corporation":false,"usgs":true,"family":"Hackett","given":"O.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145035,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Vanlier, K.E.","contributorId":24332,"corporation":false,"usgs":true,"family":"Vanlier","given":"K.E.","affiliations":[],"preferred":false,"id":145034,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moulder, E. A.","contributorId":78719,"corporation":false,"usgs":true,"family":"Moulder","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145037,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Durum, W. H.","contributorId":78311,"corporation":false,"usgs":true,"family":"Durum","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145036,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70159217,"text":"70159217 - 1958 - Ground-water resources in the tri-state region adjacent to the Lower Delaware River","interactions":[],"lastModifiedDate":"2015-11-23T11:59:55","indexId":"70159217","displayToPublicDate":"2010-02-02T05:15:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":126,"text":"New Jersey Division of Water Policy and Supply Special Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"13","title":"Ground-water resources in the tri-state region adjacent to the Lower Delaware River","docAbstract":"<p>The purpose of this report is to appraise and evaluate the groundwater resources of a tri-state region adjacent to the lower Delaware River that is centered around Philadelphia, Pa., and Camden, N. J., and includes Wilmington, Del., and Trenton, N.J. Specifically, the region includes New Castle County, Del.; Burlington, Camden, Gloucester, Mercer, and Salem Counties in New Jersey; and Bucks, Chester, Delaware, Montgomery, and Philadelphia Counties in Pennsylvania.</p>\n<p>The peculiar advantages of ground water, such as its availability in many places without the necessity for expensive pipelines and its relatively uniform temperature and quality, make it an especially valuable resource in an industrial area. Large, readily available supplies of good, fresh water have contributed substantially to the recent rapid industrial growth of the lower Delaware River basin and will be vital to its continued prosperity. The major part of these supplies is drawn from the streams passing through the region, but very large quantities of ground water also are used.</p>\n<p>The region is divided almost equally by the Fall Line, which extends in a southwesterly direction along the general course of the Delaware River from Trenton, N.J., to Wilmington, Del., and beyond. Northwest of the Fall Line is a region of consolidated rocks in which ground water occurs mainly in cracks, crevices, and openings created or enlarged by weathering. The capacity of the various geologic formations to yield water depends largely upon the degree to which they have been fractured and weathered. The yield of individual wells in this part of the region is generally small to moderate and not readily predictable. Ground water in this part of the region is generally low in dissolved minerals and suitable for many uses without treatment.</p>\n<p>Southeast of the Fall Line lie the unconsolidated rocks of the Coastal Plain. Ground water occurs in these rocks largely in the pore spaces between the individual mineral grains. The major formations and the principal aquifers are rather uniform in their water-bearing characteristics over large areas. The yield of individual wells is moderate to very large and may be predicted with a reasonable degree of assurance. Sufficient quantities of ground water are available in most places for all ordinary purposes. The chemical quality of the ground water from the Coastal Plain aquifers is generally acceptable for most uses, but objectionable quantities of iron or other minerals are found in some places, and some waters have a low pH and are corrosive.</p>\n<p>More than 40 distinct geologic formations occur in the region. They range in age from Precambrian to Recent. Nearly all will yield some water to wells. However, only about a dozen yield water freely enough to be considered major aquifers. Of these, the sands of the Raritan and Magothy formations have been developed most intensively, and the Cohansey sand appears to have the greatest capacity for additional development.</p>\n<p>The present withdrawal of ground water in the region is estimated to average more than 200 mgd, of which more than half is drawn from the aquifers in the Raritan and Magothy formations. It is estimated that additional supplies of ground water, aggregating more than 1 billion gallons a day, can be developed within the region. Furthermore, substantial additional quantities can be developed outside the region for use within it if the need should ever arise.</p>\n<p>Induced recharge from the Delaware River supplies a substantial portion of the total water drawn from the Raritan and Magothy formations. In some areas, the quality of the water from these aquifers is approaching that of the river. Increased withdrawals of water from wells along the river will tend to increase induced recharge. Thus, the maintenance of a good quality of water in the river, which is desirable for many other reasons, is imperative if the quality of the ground-water supply is to be maintained.</p>\n<p>The proposed deepening of the Delaware River channel from Philadelphia to Trenton will greatly increase the opportunity for the interchange of water between the river and the adjacent aquifers. Whether this will be beneficial or detrimental to the ground-water supplies will depend upon the quality of the water in that reach of the river. &nbsp;If an acceptable quality of river water is maintained, the groundwater resources of the region will be augmented. If salt water from the ocean or excessive contamination from other sources should render the river water undesirable as a source of recharge, actual and potential ground-water supplies aggregating about 250 mgd would be endangered.</p>\n<p>The danger of salt-water encroachment into the aquifers normally yielding fresh water may limit the optimum yield of some of the most important aquifers in the region. Encroachment may come either from salt water in the surface-water bodies of the region or from parts of the aquifers, normally containing salt water. The protection of ground-water supplies against salt-water encroachment can be maintained only by constant vigilance, careful distribution of the pumping from the&nbsp;aquifers, regular sampling of outpost wells in exposed localities, and adjustment of rates of pumping in the light of changing conditions.</p>\n<p>The maximum beneficial utilization of the ground-water resources cannot be accomplished in haphazard fashion. It must be planned and controlled on the basis of sound, current information about the hydrology of the various aquifers. Continued and, in some areas, intensified investigations of the ground-water resources of the region should form the basis for such planning and control.</p>","language":"English","publisher":"State of New Jersey Department of Convservation and Economic Development, Division of Water Policy and Supply","publisherLocation":"Trenton, N.J.","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the States of New Jersey, Pennsylvania, and Delaware","usgsCitation":"Barksdale, H.C., Greenman, D.W., Lang, S.M., Hilton, G.S., and Outlaw, D.E., 1958, Ground-water resources in the tri-state region adjacent to the Lower Delaware River: New Jersey Division of Water Policy and Supply Special Report 13, Report: xiii, 191 p.; Plate: 17.41 x 23.41 inches.","productDescription":"Report: xiii, 191 p.; Plate: 17.41 x 23.41 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":310062,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70159217.jpg"},{"id":311239,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70159217/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":311240,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70159217/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"}],"country":"United States","state":"New Jersey, Pennsylvania, Delaware","county":"New Castle County, Burlington County, Camden County, Gloucester County, Mercer County, Salem County, Bucks County, Chester County, Delaware County, Montgomery County, Philadelphia County","city":"Philadelphia, Camden, Wilmington, Trenton","otherGeospatial":"Delaware River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.2,\n              39\n            ],\n            [\n              -76.2,\n              41\n            ],\n            [\n              -74,\n              41\n            ],\n            [\n              -74,\n              39\n            ],\n            [\n              -76.2,\n              39\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"56261472e4b0fb9a11dd7631","contributors":{"authors":[{"text":"Barksdale, Henry C.","contributorId":11463,"corporation":false,"usgs":true,"family":"Barksdale","given":"Henry","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":577853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Greenman, David W.","contributorId":149311,"corporation":false,"usgs":false,"family":"Greenman","given":"David","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":577854,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lang, Solomon Max","contributorId":17471,"corporation":false,"usgs":true,"family":"Lang","given":"Solomon","email":"","middleInitial":"Max","affiliations":[],"preferred":false,"id":577855,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hilton, George Stockbridge","contributorId":56206,"corporation":false,"usgs":true,"family":"Hilton","given":"George","email":"","middleInitial":"Stockbridge","affiliations":[],"preferred":false,"id":577856,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Outlaw, Donald E.","contributorId":149312,"corporation":false,"usgs":false,"family":"Outlaw","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":577857,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":2371,"text":"wsp1463 - 1958 - Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947","interactions":[],"lastModifiedDate":"2013-11-22T12:49:20","indexId":"wsp1463","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1463","title":"Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947","docAbstract":"Many springs and seeps discharge water from the north wall of the valley of\nthe Snake River between Milner and Bliss, Idaho. These are fed by a large\nground-water body lying east and north of the river, beneath the Snake River\nPlain. Much ground water is pumped on the plain, many irrigation wells having\nbeen drilled since 1946. Heavy withdrawal of ground water from wells may\nalter the discharge rates and regimens of the springs and may affect downstream\nflow of the river. For that reason, the historic record of discharge from\nthe springs is an important part of the basis on which hydrologic changes can be\ndetermined. The records also would facilitate appraisal of the total groundwater\nresources of the Snake River Plain.\nThis report brings together in a single volume all obtainable records for the\nperiod 1899-1947. The report also includes descriptive data and a brief history\nof work done.\nThe springs occur in a 40-mile reach of the valley of the Snake River between\nMilner Dam and Bliss. Most are on the north side of the river but a few are\non the south.\nThe earliest measurements of record were made by F. S. Shirley and N. S. Dils,\nof the U. S. Geological Survey, in 1899. The next were by J. D. Stannard for\nthe Idaho State Engineer and by Dils in 1902. Few measurements were made\nfrom 1903 to 1916. Somewhat more systematic measurements were made by\nthe Geological Survey and by local agencies in 1917-20, 1923-25, and 1931, and\nat several intervals thereafter. In 1950 the Geological Survey began continuous,\nsystematic measurements by installing and operating gaging stations on four\nrepresentative springs and by making yearly direct measurements of all large\nsprings. The recent records are not included in this report; they have been\npublished yearly in a series of reports on stream discharge.\nThe report includes lists of all published sources from which data were compiled,\nand cites many unpublished sources. The principal workers and agencies\nthat have obtained records are listed also.\nThe quality and accuracy of the compiled records, as might be expected, are\nnot uniform, as the records were collected under varying circumstances, by many\nindividuals, and according to changing or differing standards. The continuity is\ngenerally poor. Nevertheless, the compilation represents the base from which\nfurther work must start and is an extremely valuable record. It represents about\n30 large springs and groups of springs, having discharge rates ranging from a\nfraction of a cubic foot per second to well over 1,000 cfs. Many smaller springs\nand seeps never have been measured. The fluctuation indexes for individual springs or groups range from 2 to 41\npercent. The fluctuation index is the mean deviation of the discharge rate from\nthe arithmetic mean, expressed as a percentage of the arithmetic mean. Although\nto some extent the indexes are a measure of the consistency of the record,\nthey also seem to reflect actual differences in range of discharge, and they indicate\nthat springs upstream in the Snake River valley fluctuate through a wider range\nthan do those downstream. The fluctuations are rather slow, which reflects the\nequalizing influence of the large ground-water reservoir that supplies the springs.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington D.C.","doi":"10.3133/wsp1463","collaboration":"Prepared in cooperation with the Idaho Department of Reclamation","usgsCitation":"Nace, R.L., Van’t Hul, A., and McQueen, I., 1958, Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947: U.S. Geological Survey Water Supply Paper 1463, Report: v, 62 p. Plate 1: 12 inches x 12.34 inches; Plate 2: 10 inches x 19.45 inches; Plate 3: 21.50 inches x 10.38 inches, https://doi.org/10.3133/wsp1463.","productDescription":"Report: v, 62 p. Plate 1: 12 inches x 12.34 inches; Plate 2: 10 inches x 19.45 inches; Plate 3: 21.50 inches x 10.38 inches","costCenters":[],"links":[{"id":279590,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/publication/wsp1463"},{"id":137745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1463/report-thumb.jpg"},{"id":247204,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-1_north.pdf","size":"999","linkFileType":{"id":1,"text":"pdf"}},{"id":247205,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-1_south.pdf","size":"878","linkFileType":{"id":1,"text":"pdf"}},{"id":28319,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28320,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1463/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","county":"Gooding County;Jerome County","otherGeospatial":"Snake River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115.1281,42.4997 ], [ -115.1281,43.1984 ], [ -113.8855,43.1984 ], [ -113.8855,42.4997 ], [ -115.1281,42.4997 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63550a","contributors":{"authors":[{"text":"Nace, Raymond L.","contributorId":93460,"corporation":false,"usgs":true,"family":"Nace","given":"Raymond","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van’t Hul, Arthur","contributorId":57049,"corporation":false,"usgs":true,"family":"Van’t Hul","given":"Arthur","email":"","affiliations":[],"preferred":false,"id":145094,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McQueen, I.S.","contributorId":59774,"corporation":false,"usgs":true,"family":"McQueen","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":145095,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24201,"text":"ofr5875 - 1958 - A brief geologic and hydrologic reconnaissance of the Furnace Creek wash area, Death Valley National Monument, California","interactions":[{"subject":{"id":24201,"text":"ofr5875 - 1958 - A brief geologic and hydrologic reconnaissance of the Furnace Creek wash area, Death Valley National Monument, California","indexId":"ofr5875","publicationYear":"1958","noYear":false,"title":"A brief geologic and hydrologic reconnaissance of the Furnace Creek wash area, Death Valley National Monument, California"},"predicate":"SUPERSEDED_BY","object":{"id":2508,"text":"wsp1779Y - 1964 - A brief geologic and hydrologic reconnaissance of the Furnace Creek Wash area, Death Valley National Monument, California","indexId":"wsp1779Y","publicationYear":"1964","noYear":false,"chapter":"Y","title":"A brief geologic and hydrologic reconnaissance of the Furnace Creek Wash area, Death Valley National Monument, California"},"id":1}],"supersededBy":{"id":2508,"text":"wsp1779Y - 1964 - A brief geologic and hydrologic reconnaissance of the Furnace Creek Wash area, Death Valley National Monument, California","indexId":"wsp1779Y","publicationYear":"1964","noYear":false,"title":"A brief geologic and hydrologic reconnaissance of the Furnace Creek Wash area, Death Valley National Monument, California"},"lastModifiedDate":"2012-02-02T00:08:14","indexId":"ofr5875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-75","title":"A brief geologic and hydrologic reconnaissance of the Furnace Creek wash area, Death Valley National Monument, California","language":"ENGLISH","publisher":"U.S. Geological Survey, Ground Water Branch,","doi":"10.3133/ofr5875","issn":"0094-9140","usgsCitation":"Pistrang, M., and Kunkel, F., 1958, A brief geologic and hydrologic reconnaissance of the Furnace Creek wash area, Death Valley National Monument, California: U.S. Geological Survey Open-File Report 58-75, 63 p. ill., maps ;27 cm., https://doi.org/10.3133/ofr5875.","productDescription":"63 p. ill., maps ;27 cm.","costCenters":[],"links":[{"id":156741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd497ae4b0b290850ef369","contributors":{"authors":[{"text":"Pistrang, M.A.","contributorId":69603,"corporation":false,"usgs":true,"family":"Pistrang","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":191482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kunkel, Fred","contributorId":47766,"corporation":false,"usgs":true,"family":"Kunkel","given":"Fred","email":"","affiliations":[],"preferred":false,"id":191481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14596,"text":"ofr5860 - 1958 - Rate for flood insurance","interactions":[],"lastModifiedDate":"2024-06-24T18:18:38.017275","indexId":"ofr5860","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-60","title":"Rate for flood insurance","docAbstract":"<p>Soon after the 1951 floods on the Kansas and lower Missouri Rivers, President Truman submitted to Congress (82d Cong., 1st sess., 1951) a proposal for a national flood insurance fund. Although the proposal was not acted upon by the 82d Congree, there was considerable discussion of it in the press and in the technical literature. Among the latter were papers by Langbein (1953), Foster (1954), and by the Insurance Executive Association (1952). The paper by Langbein discussed flood insurance as a means of promoting wise use of the flood plain. Foster's paper reviewed his work for the Insurance Executive Association without, however, reaching any independent decision as to the workability of hydrologic techniques in an insurance program. The report of the Insurance Executive Association presented mainly the industries viewpoint that flood insurance is not feasible. It is interesting to note, however, that in a recent report McGuinness (1957), of the Allstate Insurance Co., says \"This position has been taken without recourse to actuarial or statistical methods which might be used to fit an insurance company's underwriting retentions to the exposures it would meet.\"&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5860","usgsCitation":"Langbein, W.B., 1958, Rate for flood insurance: U.S. Geological Survey Open-File Report 58-60, 20 p., https://doi.org/10.3133/ofr5860.","productDescription":"20 p.","costCenters":[],"links":[{"id":148236,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1958/0060/report-thumb.jpg"},{"id":430462,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1958/0060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649313","contributors":{"authors":[{"text":"Langbein, Walter Basil","contributorId":40581,"corporation":false,"usgs":true,"family":"Langbein","given":"Walter","email":"","middleInitial":"Basil","affiliations":[],"preferred":false,"id":169711,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16539,"text":"ofr58109 - 1958 - Hydraulic and hydrologic aspects of flood-plain planning","interactions":[],"lastModifiedDate":"2018-10-25T10:30:16","indexId":"ofr58109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-109","title":"Hydraulic and hydrologic aspects of flood-plain planning","docAbstract":"<p>The valid incentives compelling occupation of the flood plain, up to and even into the stream channel, undoubtedly have contributed greatly to the development of the country. But the result has been a heritage of flood disaster, suffering, and enormous costs.</p><p>Flood destruction awakened a consciousness toward reduction and elimination of flood hazards, originally manifested in the protection of existing developments. More recently, increased information and realization of the problem have shown the impracticability of permitting developments that require costly flood protection. The idea of flood zoning, or flood-plain planning, has received greater impetus as a result of such realization.</p><p>This study shows how hydraulic and hydrologic data concerning the flood regimen of a stream can be used in appraising its flood potential and the risk inherent in occupation of its flood plain. The approach involves the study of flood magnitudes as recorded or computed; flood frequencies based on the experience shown by many years of gaging-station record; use of existing or computed stage-discharge relations and flood profiles; and, where required, the preparation of flood-zone maps to show the areas inundated by floods of several magnitudes and frequencies.</p><p>Methods are outlined that will enable the planner to delineate areas subject to inundation by floods of specific recurrence intervals for three conditions; (1) for the immediate vicinity of a gaging station, (2) for a gaged stream at a considerable distance from a gaging station, and (3) for an ungaged stream. Curves have been developed from which the average depth for a flood of specific frequency can be estimated on the basis of the average depth for bankfull flow; this simplified approach should be very useful in the initial stages of flood-plain planning.</p><p>Brief discussions are included on various types of flood hazards, the effects of urbanization on flood runoff, and zoning considerations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr58109","usgsCitation":"Wiitala, S.W., Jetter, K.R., and Sommerville, A.J., 1958, Hydraulic and hydrologic aspects of flood-plain planning: U.S. Geological Survey Open-File Report 58-109, Report: vi, 92 p.; 2 Plates: 21.67 x 11.76 inches and 17.18 x 18.98 inches, https://doi.org/10.3133/ofr58109.","productDescription":"Report: vi, 92 p.; 2 Plates: 21.67 x 11.76 inches and 17.18 x 18.98 inches","costCenters":[],"links":[{"id":150397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1958/0109/report-thumb.jpg"},{"id":358793,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0109/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":358794,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0109/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Sulo Werner","contributorId":20315,"corporation":false,"usgs":true,"family":"Wiitala","given":"Sulo","email":"","middleInitial":"Werner","affiliations":[],"preferred":false,"id":173013,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jetter, Karl R.","contributorId":108132,"corporation":false,"usgs":true,"family":"Jetter","given":"Karl","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":173015,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sommerville, Alan J.","contributorId":64640,"corporation":false,"usgs":true,"family":"Sommerville","given":"Alan","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":173014,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56141,"text":"ofr58101 - 1958 - Reconnaissance of the geology and ground-water hydrology of lands above Two Leggin Canal, Hardin unit, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:12:11","indexId":"ofr58101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-101","title":"Reconnaissance of the geology and ground-water hydrology of lands above Two Leggin Canal, Hardin unit, Montana","language":"ENGLISH","doi":"10.3133/ofr58101","usgsCitation":"Swenson, F.A., and Zimmerman, T., 1958, Reconnaissance of the geology and ground-water hydrology of lands above Two Leggin Canal, Hardin unit, Montana: U.S. Geological Survey Open-File Report 58-101, 27 p., 3 pls., 2 figs., https://doi.org/10.3133/ofr58101.","productDescription":"27 p., 3 pls., 2 figs.","costCenters":[],"links":[{"id":184435,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a68e4b07f02db63afb3","contributors":{"authors":[{"text":"Swenson, F. A.","contributorId":71622,"corporation":false,"usgs":true,"family":"Swenson","given":"F.","email":"","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":254816,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zimmerman, T.V.","contributorId":22432,"corporation":false,"usgs":true,"family":"Zimmerman","given":"T.V.","email":"","affiliations":[],"preferred":false,"id":254815,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68323,"text":"ha10 - 1958 - Summary of occurrence of ground water in Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:28","indexId":"ha10","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"10","title":"Summary of occurrence of ground water in Kentucky","language":"ENGLISH","doi":"10.3133/ha10","usgsCitation":"Hendrickson, G.E., 1958, Summary of occurrence of ground water in Kentucky: U.S. Geological Survey Hydrologic Atlas 10, 1 map ;40 x 90 cm., https://doi.org/10.3133/ha10.","productDescription":"1 map ;40 x 90 cm.","costCenters":[],"links":[{"id":252276,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/010/report-thumb.jpg"},{"id":251456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/010/report.pdf","size":"7196","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89,37 ], [ -89,39 ], [ -82,39 ], [ -82,37 ], [ -89,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6990e2","contributors":{"authors":[{"text":"Hendrickson, G. E.","contributorId":99958,"corporation":false,"usgs":true,"family":"Hendrickson","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":278028,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56119,"text":"ofr5862 - 1958 - History of natural flows--Kansas River","interactions":[],"lastModifiedDate":"2017-09-29T08:18:17","indexId":"ofr5862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-62","title":"History of natural flows--Kansas River","docAbstract":"<p>Through its Water Resources Division, the United States Geological Survey has become the major water-resources historian for the nation. The Geological Survey's collection of streamflow records in Kansas began on a very small scale in 1895 in response to some early irrigation interest, Since that time the program has grown, and we now have about 21 350 station-years of record accumulated. A station-year of record is defined as a continuous record of flow collected at a fixed point for a period of one year. Volume of data at hand, however, is not in itself an, adequate measure of its usefullness. An important element in historical streamflow data which enhances its value as a tool for the prediction of the future is the length of continuous records available in the area being studied. The records should be of sufficient length that they may be regarded as a reasonable sample of what has gone before and may be expected in the future. Table 1 gives a graphical inventory of the available streamflow records in Kansas. It shows that, in general, there is a fair coverage of stations with records of about thirty-seven years in length, This is not a long period as history goes but it does include considerable experience with floods and droughts.</p><p>Although a large quantity of data on Kansas streamflow has been accumulated, hydrologists and planning engineers find that stream flow information for many areas of the State is considerably less than adequate. The problem of obtaining adequate coverage has been given careful study by the Kansas Water Resources Board in cooperation with the U. S. Geological Survey and a report entitled \"Development of A Balanced Stream-Gaging Program For Kansas\", has been published by the Board as Bulletin No. 4, That report presents an analysis of the existing stream-gaging program and recommendations for a program to meet the rapidly expanding needs for more comprehensive basic data.</p><p>The Kansas River is formed near Junction City, Kansas, by the confluence of the Smoky Hill and Republican Rivers, From that point the river flows eastward about 175 miles to Kansas City where it empties into the Missouri River. The basic history of its natural flow can be depicted in general by the records from three gaging stations. The one at Bonner Springs, about 21 miles upstream from the mouth, may be considered as representing the total outflow from the basin; the one at Ogden, about 8 miles downstream&nbsp;from the confluence of the Smoky Hill and Republican Rivers, may be considered as representing the combined contribution of those streams to the Kansas River flow; and the one at Topeka, being only about 16 river miles nearer to Ogden than to Bonner Springs, may be considered as representing flows at the mid-point along the river.<br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5862","usgsCitation":"Leeson, E.R., 1958, History of natural flows--Kansas River: U.S. Geological Survey Open-File Report 58-62, 5 p., https://doi.org/10.3133/ofr5862.","productDescription":"5 p.","costCenters":[],"links":[{"id":181980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1958/0062/report-thumb.jpg"},{"id":346209,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1958/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","otherGeospatial":"Kansas River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.56756591796875,\n              39.115144700901475\n            ],\n            [\n              -94.65545654296875,\n              39.15988184949157\n            ],\n            [\n              -94.80377197265625,\n              39.15988184949157\n            ],\n            [\n              -94.9383544921875,\n              39.138581990583525\n            ],\n            [\n              -95.01800537109374,\n              39.098094501249086\n            ],\n            [\n              -95.17730712890625,\n              39.098094501249086\n            ],\n            [\n              -95.504150390625,\n              39.14071226655259\n            ],\n            [\n              -95.701904296875,\n              39.14071226655259\n            ],\n            [\n              -95.90789794921875,\n              39.179046210512645\n            ],\n            [\n              -96.0919189453125,\n              39.23650795487107\n            ],\n            [\n              -96.31439208984375,\n              39.27053717095511\n            ],\n            [\n              -96.67144775390625,\n              39.22799807055236\n            ],\n            [\n              -96.75659179687499,\n              39.16201148082406\n            ],\n            [\n              -96.8115234375,\n              39.06824672852526\n            ],\n            [\n              -96.778564453125,\n              39.036252959636606\n            ],\n            [\n              -96.71539306640625,\n              39.05118518880596\n            ],\n            [\n              -96.59454345703125,\n              39.081040177486095\n            ],\n            [\n              -96.46820068359374,\n              39.12792964388499\n            ],\n            [\n              -96.17156982421874,\n              39.132190775931036\n            ],\n            [\n              -95.93536376953125,\n              39.027718840211605\n            ],\n            [\n              -95.745849609375,\n              39.01491572891582\n            ],\n            [\n              -95.58380126953125,\n              39.01704974180402\n            ],\n            [\n              -95.41351318359375,\n              38.974357249228206\n            ],\n            [\n              -95.06469726562499,\n              38.89530825492018\n            ],\n            [\n              -94.85595703125,\n              38.9380483825641\n            ],\n            [\n              -94.56756591796875,\n              39.115144700901475\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c076","contributors":{"authors":[{"text":"Leeson, Elwood R.","contributorId":18843,"corporation":false,"usgs":true,"family":"Leeson","given":"Elwood","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":254787,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70194827,"text":"70194827 - 1958 - References on laboratory and equipment methods in ground water hydrology","interactions":[],"lastModifiedDate":"2018-01-10T15:37:36","indexId":"70194827","displayToPublicDate":"1959-01-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"References on laboratory and equipment methods in ground water hydrology","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70194827","usgsCitation":"1958, References on laboratory and equipment methods in ground water hydrology, 18 p., https://doi.org/10.3133/70194827.","productDescription":"18 p.","numberOfPages":"22","costCenters":[],"links":[{"id":350418,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5a615b03e4b06e28e9c260d8","contributors":{"compilers":[{"text":"Johnson, A. I.","contributorId":120232,"corporation":false,"usgs":true,"family":"Johnson","given":"A.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":725482,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}}
,{"id":70009845,"text":"70009845 - 1958 - The solusphere - its inferences and study","interactions":[],"lastModifiedDate":"2024-09-16T22:55:59.544268","indexId":"70009845","displayToPublicDate":"1958-09-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"The solusphere - its inferences and study","docAbstract":"<p>Water is a fundamental geologic agent active in rock decomposition, erosion, and synthesis. Solutes in water are of particular interest to geochemists as sources of raw material for synthesis or as products of decomposition. When geochemical studies move from the laboratory into natural environment many variables relating to solute hydrology must be considered.</p><p>As a focal point there has been designed a graphical representation of solute hydrology, the solusphere, which embodies the concepts of land-water occurrence and movement on which are superimposed geologic, biologic, physical, chemical, and cultural processes affecting solutes. The solusphere is demonstrated by passing an imaginary plane through the centre of the earth. This plane intercepts concentric zones designated as rock flowage, saturation, aeration, surface activity, and atmosphere. Transport processes carry solutes within and between zones without alteration or conversion. However, whether stationary or in motion, the water's solute character is constantly subject to (1) alteration processes that change concentration by addition or subtraction of solutes or solvent without loss of solute identities, and (2) conversion processes that change the chemical state and form of solutes.</p><p>The geochemist is concerned with specific conversion processes, but he also must consider transport, alteration, and other conversion processes that are continually modifying the materials with which he is dealing in nature. The solusphere is an attempt to organize processes affecting the chemical quality of land waters into a unified field of science much like the field of marine chemistry.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(58)90083-8","usgsCitation":"Rainwater, F.H., and White, W.F., 1958, The solusphere - its inferences and study: Geochimica et Cosmochimica Acta, v. 14, no. 3, p. 244-249, https://doi.org/10.1016/0016-7037(58)90083-8.","productDescription":"6 p.","startPage":"244","endPage":"249","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":218830,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"14","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb045e4b08c986b324d4f","contributors":{"authors":[{"text":"Rainwater, F. H.","contributorId":41402,"corporation":false,"usgs":true,"family":"Rainwater","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":357273,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, W. F.","contributorId":80259,"corporation":false,"usgs":true,"family":"White","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":357274,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70212081,"text":"70212081 - 1958 - The relation of phosphorites to ground water in Beaufort County, North Carolina","interactions":[],"lastModifiedDate":"2020-08-14T13:59:30.7653","indexId":"70212081","displayToPublicDate":"1958-08-13T12:28:37","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"The relation of phosphorites to ground water in Beaufort County, North Carolina","docAbstract":"<p><span>Recent ground-water studies undertaken by the U.S. Geological Survey in cooperation with the North Carolina Division of Mineral Resources have delineated phosphorite deposits, tentatively regarded as being of middle Miocene age, in Beaufort County. These deposits lie unconforma-bly on limestone of Eocene age and are unconformably overlain by late Miocene marl. The phosphorites, buried beneath strata ranging in thickness from 45 to 250 feet, underlie an area approximating 450 square miles. The total thickness of the phosphorite column throughout the area ranges from several feet to nearly 90 feet. </span></p><p><span>The phosphorite column consists of phosphatic sands and intercalated shell limestones. The sands, composed of pellets of brown sand-size collophane (probably carbonate-fluorapatite) and sand-size, flat-sided angular quartz with some silt, clay, and organic material, have a median diameter between 0.50 and 0.25 mm. Chemical analyses of representative samples of the raw sand show a variation in PaOs content from 8 to 31 percent. The P2O5 content is apparently proportionate to the collophane content throughout the area. Reconstruction of the geologic history suggests that the phosphorites were deposited as chemical precipitates and as in situ replacements in a restricted marine basin where the pH of the water acted as the primary depositional control. </span></p><p><span>Reconstruction of the hydrologic history of the phosphorites indicates that the deposits were preserved under artesian conditions; they were never subjected to alteration under water-table conditions. The absence of postpositional alteration makes this area a potentially classic one for studies of phosphorite genesis. </span></p><p><span>Chemical analyses of artesian waters from the phosphorites and from limestones overlain by phosphorites reveal significantly greater concentrations of iodide and bromide in solution than are present in water from overlying sediments or from underlying limestones not overlain by phosphorites. Such anomalies, if present in other similar terranes, may indicate the presence of buried phosphorites. The depth and size distribution of the material suggest a recovery method utilizing wells constructed to \"pump sand.\"</span></p>","language":"English","publisher":"Society of Economic Geologists","doi":"10.2113/gsecongeo.53.1.85","usgsCitation":"Brown, P., 1958, The relation of phosphorites to ground water in Beaufort County, North Carolina: Economic Geology, v. 53, p. 85-101, https://doi.org/10.2113/gsecongeo.53.1.85.","productDescription":"17 p.","startPage":"85","endPage":"101","costCenters":[],"links":[{"id":377499,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"North Carolina","county":"Beaufort","otherGeospatial":"Beaufort  County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.8109130859375,\n              35.46514408578589\n            ],\n            [\n              -76.75048828125,\n              35.84008157153468\n            ],\n            [\n              -77.310791015625,\n              35.91129848822746\n            ],\n            [\n              -77.7667236328125,\n              35.78662688467009\n            ],\n            [\n              -77.8436279296875,\n              35.55010533588552\n            ],\n            [\n              -77.3162841796875,\n              35.28150065789119\n            ],\n            [\n              -76.97021484375,\n              35.28150065789119\n            ],\n            [\n              -76.86035156249999,\n              35.40696093270201\n            ],\n            [\n              -77.27783203125,\n              35.594785665487244\n            ],\n            [\n              -77.14599609375,\n              35.60818490437746\n            ],\n            [\n              -76.8109130859375,\n              35.46514408578589\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"53","noUsgsAuthors":false,"publicationDate":"1958-01-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Brown, P.M.","contributorId":46324,"corporation":false,"usgs":true,"family":"Brown","given":"P.M.","email":"","affiliations":[],"preferred":false,"id":796226,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70211931,"text":"70211931 - 1958 - Hydrologic education","interactions":[],"lastModifiedDate":"2020-08-11T20:25:05.15528","indexId":"70211931","displayToPublicDate":"1958-08-11T15:22:42","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5334,"text":"International Association of Scientific Hydrology - Bulletin ","onlineIssn":"2150-3435","printIssn":"0262-6667","active":false,"publicationSubtype":{"id":10}},"title":"Hydrologic education","docAbstract":"<p><span>No abstract available.</span></p>","language":"English","publisher":"Taylor & Francis Online","doi":"10.1080/02626665809493108","usgsCitation":"Langbein, W., 1958, Hydrologic education: International Association of Scientific Hydrology - Bulletin , v. 3, no. 3, p. 27-30, https://doi.org/10.1080/02626665809493108.","productDescription":"4 p.","startPage":"27","endPage":"30","costCenters":[],"links":[{"id":486942,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1080/02626665809493108","text":"Publisher Index Page"},{"id":377389,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"3","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Langbein, Walter B.","contributorId":98294,"corporation":false,"usgs":true,"family":"Langbein","given":"Walter B.","affiliations":[],"preferred":false,"id":795851,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70211928,"text":"70211928 - 1958 - Application of statistical methods to the analysis of ground‐water levels","interactions":[],"lastModifiedDate":"2020-08-11T19:31:46.319712","indexId":"70211928","displayToPublicDate":"1958-08-11T14:23:06","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1578,"text":"Eos, Transactions, American Geophysical Union","onlineIssn":"2324-9250","printIssn":"0096-394","active":true,"publicationSubtype":{"id":10}},"title":"Application of statistical methods to the analysis of ground‐water levels","docAbstract":"<p><span>Valuable hydrologic information can be obtained from statistical analysis of water‐level trends. The time‐series and the functional‐equation approaches are applied to New Jersey well records representing different hydrologic conditions. The results are valuable as concise summaries of the records, for extrapolating observed data, for interpolating between measurements, and for estimating hydrologic factors such as coefficients of transrnissibility and storage, evapotranspiration, and ground‐water discharge.&nbsp;</span></p>","language":"English","publisher":"Wiley","doi":"10.1029/TR039i001p00075","usgsCitation":"Remson, I., and Randolph, J., 1958, Application of statistical methods to the analysis of ground‐water levels: Eos, Transactions, American Geophysical Union, v. 39, no. 1, p. 75-83, https://doi.org/10.1029/TR039i001p00075.","productDescription":"9 p.","startPage":"75","endPage":"83","costCenters":[],"links":[{"id":377381,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"39","issue":"1","noUsgsAuthors":false,"publicationDate":"2014-08-18","publicationStatus":"PW","contributors":{"authors":[{"text":"Remson, Irwin","contributorId":89115,"corporation":false,"usgs":true,"family":"Remson","given":"Irwin","email":"","affiliations":[],"preferred":false,"id":795845,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randolph, J.R.","contributorId":19532,"corporation":false,"usgs":true,"family":"Randolph","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":795846,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70211913,"text":"70211913 - 1958 - Limestone aquifers of Maryland","interactions":[],"lastModifiedDate":"2020-08-11T18:08:28.465533","indexId":"70211913","displayToPublicDate":"1958-08-11T13:02:12","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"Limestone aquifers of Maryland","docAbstract":"<p><span>Limestone rocks are an important source of ground water in the Piedmont and Appalachian areas of Maryland. The major limestone aquifers are the Cockeysville and Wakefield marbles and the Silver Run, Tomstown, Frederick, Grove, Waynesboro, Elbrook, Conococheague, Beekmantown, Stones River, Tonoloway, Helderberg and Greenbrier formations. Drilled and dug wells and springs are common sources of water supply in the limestone areas. The depths of 298 limestone wells range from 8.7 to 1,800 feet and average about 150 feet. The yields of these wells range from 0.1 to 575 gpm. Specific capacities, or yield per foot of drawdown, range in 137 wells from 0.1 to 43 gpm per foot. Springs are common in the limestone areas and their flow varies widely at different times. Most of the known springs are of the 5th magnitude or lower, and therefore have a mean flow of less than 100 gpm. The quality of water from the limestone aquifers is satisfactory for most purposes, but is commonly hard and slightly alkaline. The limestone aquifers are large essentially untapped ground-water reservoirs whose hydrologic character is only partially understood.&nbsp;</span></p>","language":"English","publisher":"GeoScienceWorld","doi":"10.2113/gsecongeo.53.6.722","usgsCitation":"Otton, E.G., and Richardson, C.A., 1958, Limestone aquifers of Maryland: Economic Geology, v. 53, no. 6, p. 722-736, https://doi.org/10.2113/gsecongeo.53.6.722.","productDescription":"15 p.","startPage":"722","endPage":"736","costCenters":[],"links":[{"id":377358,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Maryland","otherGeospatial":"Limestone aquifers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -79.508056640625,\n              38.762650338334154\n            ],\n            [\n              -75.59692382812499,\n              38.762650338334154\n            ],\n            [\n              -75.59692382812499,\n              39.76632525654491\n            ],\n            [\n              -79.508056640625,\n              39.76632525654491\n            ],\n            [\n              -79.508056640625,\n              38.762650338334154\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"53","issue":"6","noUsgsAuthors":false,"publicationDate":"1958-09-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Otton, Edmond G.","contributorId":96989,"corporation":false,"usgs":true,"family":"Otton","given":"Edmond","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":795797,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Richardson, Claire A.","contributorId":33299,"corporation":false,"usgs":true,"family":"Richardson","given":"Claire","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":795798,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70047631,"text":"70047631 - 1957 - Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska","interactions":[{"subject":{"id":56103,"text":"ofr57117 - 1957 - Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska","indexId":"ofr57117","publicationYear":"1957","noYear":false,"title":"Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":70047631,"text":"70047631 - 1957 - Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska","indexId":"70047631","publicationYear":"1957","noYear":false,"title":"Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska"},"id":1}],"lastModifiedDate":"2013-08-15T13:28:02","indexId":"70047631","displayToPublicDate":"2013-01-01T13:24:00","publicationYear":"1957","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":140,"text":"Water Hydrological Data","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"4","title":"Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska","language":"English","publisher":"Alaska Department of Health","publisherLocation":"Juneau, AK","usgsCitation":"Waller, R., 1957, Ground-water reconnaissance of six Eskimo villages in the Kobuk-Noatak area, Alaska: Water Hydrological Data 4.","costCenters":[],"links":[{"id":276645,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 172.45,51.21 ], [ 172.45,71.39 ], [ -129.99,71.39 ], [ -129.99,51.21 ], [ 172.45,51.21 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"520df866e4b08494c3cb05e3","contributors":{"authors":[{"text":"Waller, Roger M.","contributorId":90353,"corporation":false,"usgs":true,"family":"Waller","given":"Roger M.","affiliations":[],"preferred":false,"id":482585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55777,"text":"ofr5768 - 1957 - Reconnaissance of the water resources of the Lonesome Valley area, Yavapai County, Arizona","interactions":[],"lastModifiedDate":"2014-05-21T08:43:42","indexId":"ofr5768","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1957","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":"57-68","title":"Reconnaissance of the water resources of the Lonesome Valley area, Yavapai County, Arizona","docAbstract":"<p>In accordance with a request from its cooperating agency, the Arizona State Land Department, the U.S. Geological Survey has made a brief reconnaissance of the water resources of the Lonesome Valley area, Yavapai County, Ariz., to determine the probable hydrologic effects of a proposed dam on Lynx Creek. The construction of this dam has been proposed by the Arizona Game and Fish Department, for recreational and fish-cultural purposes.</p>\n<br>\n<p>Data on the geology of the area were furnished by Mrs. Medora M. Krieger, geologist, Geologic Division, U.S. Geological Survey, and the map was prepared by Floyd R. Twenter, geologist, Ground Water Branch.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Phoenix, AZ","doi":"10.3133/ofr5768","collaboration":"Prepared in cooperation with the Arizona State Land Department","usgsCitation":"Metzger, D., 1957, Reconnaissance of the water resources of the Lonesome Valley area, Yavapai County, Arizona: U.S. Geological Survey Open-File Report 57-68, Report: 4 p.; 1 Plate: 7.37 x 7.81 inches, https://doi.org/10.3133/ofr5768.","productDescription":"Report: 4 p.; 1 Plate: 7.37 x 7.81 inches","numberOfPages":"5","costCenters":[],"links":[{"id":287393,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1957/0068/report.pdf"},{"id":287394,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287392,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1957/0068/plate-1.pdf"}],"country":"United States","state":"Arizona","county":"Yavapai County","otherGeospatial":"Lonesome Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.3342,33.8882 ], [ -113.3342,35.5311 ], [ -111.4613,35.5311 ], [ -111.4613,33.8882 ], [ -113.3342,33.8882 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636a3b","contributors":{"authors":[{"text":"Metzger, Donald G.","contributorId":44226,"corporation":false,"usgs":true,"family":"Metzger","given":"Donald G.","affiliations":[],"preferred":false,"id":254229,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56087,"text":"ofr5790 - 1957 - Hydrology and water law: what is their future common ground?","interactions":[],"lastModifiedDate":"2014-05-21T09:33:55","indexId":"ofr5790","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1957","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":"57-90","title":"Hydrology and water law: what is their future common ground?","docAbstract":"<p>We live in an age of social and economic evolution--evolution so deep reaching and rapid it constitutes ad revolution in numerous fields of human concern. Long-standing concepts of what is appropriate and orderly face drastic modification if they are to survive. To this situation the principles of applied hydrology and the tenets of water law are no exceptions. Their common ground, incomplete in the past, becomes tenuous when projected into the future.</p>\n<br>\n<p>To hydrologists it is common knowledge that the Nation has some trouble spots tin water supply, occasioned by burgeoning population, by standards of living that seem luxurious to other peoples if not to us, and by tremendously dynamic industry whose voracious thirst for water seems insatiable. Seldom is the \"trouble\" a mere lack of water in a quantity sufficient to serve all real needs; rather, water usually is available only part of the time, at greater-than-customary cost, or under competition among several potential uses. We can expect only that such spots will increase in number and in geographic reach.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5790","usgsCitation":"Piper, A., and Thomas, H.E., 1957, Hydrology and water law: what is their future common ground?: U.S. Geological Survey Open-File Report 57-90, 33 p., https://doi.org/10.3133/ofr5790.","productDescription":"33 p.","numberOfPages":"34","costCenters":[],"links":[{"id":287407,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287406,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1957/0090/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e871","contributors":{"authors":[{"text":"Piper, Arthur M.","contributorId":65060,"corporation":false,"usgs":true,"family":"Piper","given":"Arthur M.","affiliations":[],"preferred":false,"id":254748,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, Harold E.","contributorId":36116,"corporation":false,"usgs":true,"family":"Thomas","given":"Harold","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":254747,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56088,"text":"ofr5793 - 1957 - Surface-water hydrology of small basins in California between Russian and Eel Rivers","interactions":[{"subject":{"id":56088,"text":"ofr5793 - 1957 - Surface-water hydrology of small basins in California between Russian and Eel Rivers","indexId":"ofr5793","publicationYear":"1957","noYear":false,"title":"Surface-water hydrology of small basins in California between Russian and Eel Rivers"},"predicate":"SUPERSEDED_BY","object":{"id":2561,"text":"wsp1758 - 1964 - Surface-water hydrology of coastal basins of northern California","indexId":"wsp1758","publicationYear":"1964","noYear":false,"title":"Surface-water hydrology of coastal basins of northern California"},"id":1}],"supersededBy":{"id":2561,"text":"wsp1758 - 1964 - Surface-water hydrology of coastal basins of northern California","indexId":"wsp1758","publicationYear":"1964","noYear":false,"title":"Surface-water hydrology of coastal basins of northern California"},"lastModifiedDate":"2012-02-02T00:12:05","indexId":"ofr5793","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1957","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":"57-93","title":"Surface-water hydrology of small basins in California between Russian and Eel Rivers","language":"ENGLISH","doi":"10.3133/ofr5793","usgsCitation":"Rantz, S., 1957, Surface-water hydrology of small basins in California between Russian and Eel Rivers: U.S. Geological Survey Open-File Report 57-93, 98 p., 8 figs., https://doi.org/10.3133/ofr5793.","productDescription":"98 p., 8 figs.","costCenters":[],"links":[{"id":181889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a68d","contributors":{"authors":[{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":254749,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55752,"text":"ofr5714 - 1957 - Memorandum on the hydrology of the Johnson Creek area, Dover-Madbury, New Hampshire","interactions":[],"lastModifiedDate":"2014-05-21T07:47:30","indexId":"ofr5714","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1957","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":"57-14","title":"Memorandum on the hydrology of the Johnson Creek area, Dover-Madbury, New Hampshire","docAbstract":"Ground-water conditions in the Johnson Creek area (Dover-Madbury, N.H.) are described on pages 23-26 in \"Preliminary report on the ground-water resources of part of the seacoast region of New Hampshire,\" by Edward Bradley, U.S. Geological Survey open-file report, 1955. A copy of those pages is attached as an appendix to this memorandum. The purpose of the present memorandum is to outline the hydrology of the Johnson Creek as now understood, with particular reference to stream-discharge characteristics and their relation to geologic and ground-water conditions.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5714","usgsCitation":"Bradley, E., 1957, Memorandum on the hydrology of the Johnson Creek area, Dover-Madbury, New Hampshire: U.S. Geological Survey Open-File Report 57-14, 9 p., https://doi.org/10.3133/ofr5714.","productDescription":"9 p.","numberOfPages":"10","costCenters":[],"links":[{"id":287358,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287357,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1957/0014/report.pdf"}],"country":"United States","state":"New Hampshire","otherGeospatial":"Johnson Creek;Pudding Hill","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.916667,43.125 ], [ -70.916667,43.208333 ], [ -70.875,43.208333 ], [ -70.875,43.125 ], [ -70.916667,43.125 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613f93","contributors":{"authors":[{"text":"Bradley, Edward","contributorId":67071,"corporation":false,"usgs":true,"family":"Bradley","given":"Edward","email":"","affiliations":[],"preferred":false,"id":254194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":47192,"text":"ofr5726 - 1957 - Four maps and 38 graphs showing hydrologic and quality-of-water features east of Roswell, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:04:54","indexId":"ofr5726","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1957","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":"57-26","title":"Four maps and 38 graphs showing hydrologic and quality-of-water features east of Roswell, New Mexico","language":"ENGLISH","doi":"10.3133/ofr5726","usgsCitation":"onover, C.S., 1957, Four maps and 38 graphs showing hydrologic and quality-of-water features east of Roswell, New Mexico: U.S. Geological Survey Open-File Report 57-26, 4 maps., https://doi.org/10.3133/ofr5726.","productDescription":"4 maps.","costCenters":[],"links":[{"id":135237,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9101","contributors":{"authors":[{"text":"onover, Clyde Stuart","contributorId":90278,"corporation":false,"usgs":true,"family":"onover","given":"Clyde","email":"","middleInitial":"Stuart","affiliations":[],"preferred":false,"id":234798,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}