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,{"id":4043,"text":"cir471 - 1963 - Water resources and the Mississippi embayment project","interactions":[],"lastModifiedDate":"2018-01-02T19:48:59","indexId":"cir471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"471","title":"Water resources and the Mississippi embayment project","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir471","usgsCitation":"Cushing, E.M., 1963, Water resources and the Mississippi embayment project: U.S. Geological Survey Circular 471, iv, 8 p. :maps, diagrs. ;27 cm., https://doi.org/10.3133/cir471.","productDescription":"iv, 8 p. :maps, diagrs. ;27 cm.","costCenters":[],"links":[{"id":31135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1963/0471/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120933,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1963/0471/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a05e4b07f02db5f882f","contributors":{"authors":[{"text":"Cushing, E. M.","contributorId":94273,"corporation":false,"usgs":true,"family":"Cushing","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":148055,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4120,"text":"cir476 - 1963 - Principal lakes of the United States","interactions":[],"lastModifiedDate":"2018-02-14T16:18:45","indexId":"cir476","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"476","title":"Principal lakes of the United States","docAbstract":"<p>The United States has about 250 fresh-water lakes that are known to have surface areas of 10 square miles or more. Nearly 100 of these are in Alaska, and 100 in Minnesota, Wisconsin, Michigan, New York,, and Maine.</p>\n<p>Thirty-four fresh-water lakes, exclusive of the Great Lakes, are known to have maximum depths of 250 feet or more. Twenty of these are in Alaska, and Alaska undoubtedly has more lakes of that depth which have not been sounded.</p>\n<p>The amount of water stored in natural lakes even exclusive of the Great Lakes is much greater than the amount stored in artificial reservoirs. With the exception of the Great Lakes, however, the economic value of natural lakes is surpassed by that of artificial reservoirs. Natural lakes are best known for the recreational advantages they afford.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir476","usgsCitation":"Bue, C.D., 1963, Principal lakes of the United States: U.S. Geological Survey Circular 476, iii, 22 p., https://doi.org/10.3133/cir476.","productDescription":"iii, 22 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science 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,{"id":3045,"text":"wsp1619L - 1963 - Ground water in the alluvium of Kings River Valley, Humboldt County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:05:41","indexId":"wsp1619L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1619","chapter":"L","title":"Ground water in the alluvium of Kings River Valley, Humboldt County, Nevada","language":"ENGLISH","publisher":"U.S. Government Printing Office,","doi":"10.3133/wsp1619L","usgsCitation":"Zones, C., 1963, Ground water in the alluvium of Kings River Valley, Humboldt County, Nevada: U.S. Geological Survey Water Supply Paper 1619, iv, 38 p. :ill., maps ;23 cm., https://doi.org/10.3133/wsp1619L.","productDescription":"iv, 38 p. :ill., maps ;23 cm.","costCenters":[],"links":[{"id":139286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619l/report-thumb.jpg"},{"id":29897,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619l/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619l/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d7a1","contributors":{"authors":[{"text":"Zones, C.P.","contributorId":70750,"corporation":false,"usgs":true,"family":"Zones","given":"C.P.","affiliations":[],"preferred":false,"id":146203,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6219,"text":"pp422B - 1963 - Hydraulic geometry of a small tidal estuary","interactions":[],"lastModifiedDate":"2017-03-24T16:16:21","indexId":"pp422B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"422","chapter":"B","title":"Hydraulic geometry of a small tidal estuary","docAbstract":"<p>A tidal channel in a marsh bordering the Potomac River near Alexandria, Va., was mapped, and current-meter measurements of discharge were made at various locations and at various stages in the tidal cycle. These measurements allowed analysis of the change of width, depth, and velocity with discharge at various cross sections and along the length of the channel.</p><p>There is also presented a theoretical development of some, of these same relations based on hydraulic principles and on the assumption of a uniform distribution of energy and a minimum rate of work in the system as a whole.</p><p>The change of width, depth, and velocity with discharge downstream developed from the field data checked closely with the theoretically derived values.</p><p>The estuarine channel differs from a terrestrial one in that discharge at any section in an estuary varies depending on how the flow shaped the entire length of the channel between the point in question and the main body of tidal water. The result is that a tidal channel changes more rapidly in width and less rapidly in depth as discharge changes downstream than does a terrestrial channel. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp422B","usgsCitation":"Myrick, R.M., and Leopold, L.B., 1963, Hydraulic geometry of a small tidal estuary: U.S. Geological Survey Professional Paper 422, 19 p., https://doi.org/10.3133/pp422B.","productDescription":"19 p.","startPage":"B1","endPage":"B18","numberOfPages":"22","costCenters":[],"links":[{"id":140192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0422b/report-thumb.jpg"},{"id":94745,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0422b/report.pdf","size":"2291","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Virginia","city":"Alexandria, VA","otherGeospatial":"Potomac River, Wrecked Recorded Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.05480098724365,\n              38.7592035579107\n            ],\n            [\n              -77.04287052154541,\n              38.7592035579107\n            ],\n            [\n              -77.04287052154541,\n              38.77817551784403\n            ],\n            [\n              -77.05480098724365,\n              38.77817551784403\n            ],\n            [\n              -77.05480098724365,\n              38.7592035579107\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a200","contributors":{"authors":[{"text":"Myrick, Robert M.","contributorId":24345,"corporation":false,"usgs":true,"family":"Myrick","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":152320,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leopold, Luna Bergere","contributorId":93884,"corporation":false,"usgs":true,"family":"Leopold","given":"Luna","email":"","middleInitial":"Bergere","affiliations":[],"preferred":false,"id":152321,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3173,"text":"wsp1496D - 1963 - Occurrence and distribution of strontium in natural water","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1496D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1496","chapter":"D","title":"Occurrence and distribution of strontium in natural water","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1496D","usgsCitation":"Skougstad, M.W., and Albert, H.C., 1963, Occurrence and distribution of strontium in natural water: U.S. Geological Survey Water Supply Paper 1496, 55-97 p., https://doi.org/10.3133/wsp1496D.","productDescription":"55-97 p.","costCenters":[],"links":[{"id":138922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1496d/report-thumb.jpg"},{"id":30131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1496d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db6961ab","contributors":{"authors":[{"text":"Skougstad, Marvin W.","contributorId":65064,"corporation":false,"usgs":true,"family":"Skougstad","given":"Marvin","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":146370,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Albert, Horr C.","contributorId":10409,"corporation":false,"usgs":true,"family":"Albert","given":"Horr","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":146369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":6425,"text":"pp363 - 1963 - Geology of the Capitol Reef area, Wayne and Garfield Counties, Utah","interactions":[],"lastModifiedDate":"2025-09-22T17:57:42.361737","indexId":"pp363","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"363","title":"Geology of the Capitol Reef area, Wayne and Garfield Counties, Utah","docAbstract":"<p>The Capitol Reef area includes about 900 square miles in western Wayne and north-central Garfield Counties, Utah. It is along the border between the High Plateaus of Utah and the Canyon Lands sections of the Colorado' Plateaus province. Capitol Reef National Monument is in the eastern part of the mapped area. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp363","usgsCitation":"Smith, J.F., Huff, L.C., Hinrichs, E.N., and Luedke, R.G., 1963, Geology of the Capitol Reef area, Wayne and Garfield Counties, Utah: U.S. Geological Survey Professional Paper 363, Report: iv, 102 p.; 2 Plates: 38.88 x 44.60 inches and 18.44 x 18.72 inches, https://doi.org/10.3133/pp363.","productDescription":"Report: iv, 102 p.; 2 Plates: 38.88 x 44.60 inches and 18.44 x 18.72 inches","numberOfPages":"107","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":495847,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4361.htm","linkFileType":{"id":5,"text":"html"}},{"id":140281,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0363/report-thumb.jpg"},{"id":112832,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0363/plate-2.pdf","text":"Plate 2","size":"1.16 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Structure contour map and wall sections of the Oyler Mine, Capitol Reef area"},{"id":112830,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0363/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":112831,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0363/plate-1.pdf","text":"Plate 1","size":"14.6 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Geologic map and sections of the Capitol Reef area"}],"country":"United States","state":"Utah","county":"Garfield County, Wayne County","otherGeospatial":"Capitol Reef area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.625,\n              38.5\n            ],\n            [\n              -111.25,\n              38.5\n            ],\n            [\n              -111.25,\n              38.37317\n            ],\n            [\n              -111.1296,\n              38.37317\n            ],\n            [\n              -111.1296,\n              38.25\n            ],\n            [\n              -111,\n              38.25\n            ],\n            [\n              -111,\n              38\n            ],\n            [\n              -111.5,\n              38\n            ],\n            [\n              -111.5,\n              38.1167\n            ],\n            [\n              -111.625,\n              38.1167\n            ],\n            [\n              -111.625,\n              38.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publicComments":"Prepared on behalf of the U.S. Atomic Energy Commission.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683207","contributors":{"authors":[{"text":"Smith, J. Fred Jr.","contributorId":106482,"corporation":false,"usgs":true,"family":"Smith","given":"J.","suffix":"Jr.","email":"","middleInitial":"Fred","affiliations":[],"preferred":false,"id":152702,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huff, Lyman C.","contributorId":47440,"corporation":false,"usgs":true,"family":"Huff","given":"Lyman","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":152699,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hinrichs, E. Neal","contributorId":46488,"corporation":false,"usgs":true,"family":"Hinrichs","given":"E.","email":"","middleInitial":"Neal","affiliations":[],"preferred":false,"id":152701,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Luedke, Robert G.","contributorId":18339,"corporation":false,"usgs":true,"family":"Luedke","given":"Robert","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":152700,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3649,"text":"cir482 - 1963 - Development of a hand portable rainfall-simulator infiltrometer","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir482","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"482","title":"Development of a hand portable rainfall-simulator infiltrometer","docAbstract":"Comparisons of relative infiltration of summer thundershowers into undisturbed and treated western dry lands are necessary for guidance of future treatment practices. A system designed for measuring infiltration of simulated rainfall into small plots of undisturbed soil that can be hand-carried to sites inaccessible to vehicles has been developed. Disturbance of surface soil by driven plot frames or cylinders, a primary source of errors in infiltration measurement., has been eliminated in this design. Water requirements have been reduced to 1 or 2 gallons per measurement; so, distilled water or controlled chemical solutions can be used. Accurate measurements can be made rapidly and economically.","language":"ENGLISH","publisher":"Geological Survey],","doi":"10.3133/cir482","usgsCitation":"McQueen, I., 1963, Development of a hand portable rainfall-simulator infiltrometer: U.S. Geological Survey Circular 482, [iii], 16 p. :ill. ;27 cm., https://doi.org/10.3133/cir482.","productDescription":"[iii], 16 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":117498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1963/0482/report-thumb.jpg"},{"id":30691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1963/0482/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660858","contributors":{"authors":[{"text":"McQueen, I.S.","contributorId":59774,"corporation":false,"usgs":true,"family":"McQueen","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":147329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3199,"text":"wsp1544D - 1963 - Application of electrical and radioactive well logging to ground-water hydrology","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1544D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1544","chapter":"D","title":"Application of electrical and radioactive well logging to ground-water hydrology","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1544D","usgsCitation":"Patten, E.P., and Bennett, G.D., 1963, Application of electrical and radioactive well logging to ground-water hydrology: U.S. Geological Survey Water Supply Paper 1544, v. :ill. ;23 cm. ;60 p., https://doi.org/10.3133/wsp1544D.","productDescription":"v. :ill. ;23 cm. ;60 p.","costCenters":[],"links":[{"id":138323,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544d/report-thumb.jpg"},{"id":30186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa3c","contributors":{"authors":[{"text":"Patten, Eugene P. Jr.","contributorId":59777,"corporation":false,"usgs":true,"family":"Patten","given":"Eugene","suffix":"Jr.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":146421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":146420,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3201,"text":"wsp1544F - 1963 - A field method for measurement of infiltration","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1544F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1544","chapter":"F","title":"A field method for measurement of infiltration","docAbstract":"The determination of infiltration--the downward entry of water into a soil (or sediment)--is receiving increasing attention in hydrologic studies because of the need for more quantitative data on all phases of the hydrologic cycle. A measure of infiltration, the infiltration rate, is usually determined in the field by flooding basins or furrows, sprinkling, or measuring water entry from cylinders (infiltrometer rings). Rates determined by ponding in large areas are considered most reliable, but the high cost usually dictates that infiltrometer rings, preferably 2 feet in diameter or larger, be used. \r\n\r\nThe hydrology of subsurface materials is critical in the study of infiltration. The zone controlling the rate of infiltration is usually the least permeable zone. Many other factors affect infiltration rate--the sediment (soil) structure, the condition of the sediment surface, the distribution of soil moisture or soil- moisture tension, the chemical and physical nature of the sediments, the head of applied water, the depth to ground water, the chemical quality and the turbidity of the applied water, the temperature of the water and the sediments, the percentage of entrapped air in the sediments, the atmospheric pressure, the length of time of application of water, the biological activity in the sediments, and the type of equipment or method used. It is concluded that specific values of the infiltration rate for a particular type of sediment are probably nonexistent and that measured rates are primarily for comparative use. \r\n\r\nA standard field-test method for determining infiltration rates by means of single- or double-ring infiltrometers is described and the construction, installation, and operation of the infiltrometers are discussed in detail.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1544F","usgsCitation":"Johnson, A., 1963, A field method for measurement of infiltration: U.S. Geological Survey Water Supply Paper 1544, v. :ill. ;23 cm. ;27 p., https://doi.org/10.3133/wsp1544F.","productDescription":"v. :ill. ;23 cm. ;27 p.","costCenters":[],"links":[{"id":138325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544f/report-thumb.jpg"},{"id":30188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed25","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":146424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3202,"text":"wsp1544G - 1963 - Calculation of resistance and error in an electric analog of steady flow through nonhomogeneous aquifers","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1544G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1544","chapter":"G","title":"Calculation of resistance and error in an electric analog of steady flow through nonhomogeneous aquifers","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1544G","usgsCitation":"Stallman, R., 1963, Calculation of resistance and error in an electric analog of steady flow through nonhomogeneous aquifers: U.S. Geological Survey Water Supply Paper 1544, v. :ill. ;23 cm. ;20 p., https://doi.org/10.3133/wsp1544G.","productDescription":"v. :ill. ;23 cm. ;20 p.","costCenters":[],"links":[{"id":138114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544g/report-thumb.jpg"},{"id":30189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9676","contributors":{"authors":[{"text":"Stallman, Robert W.","contributorId":32903,"corporation":false,"usgs":true,"family":"Stallman","given":"Robert W.","affiliations":[],"preferred":false,"id":146425,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3964,"text":"cir480 - 1963 - Preparation of water samples for carbon-14 dating","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"cir480","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"480","title":"Preparation of water samples for carbon-14 dating","docAbstract":"For most natural water, a large sample is required to provide the 3 grams of carbon needed for a carbon-14 determination. A field procedure for isolating total dissolved-carbonate species is described. Carbon dioxide gas is evolved by adding sulfuric acid to the water sample; the gas is then collected in a sodium hydroxide trap by recycling in a closed system. The trap is then transported to the dating laboratory where the carbon-14 is counted.","language":"ENGLISH","publisher":"United States Geological Survey,","doi":"10.3133/cir480","usgsCitation":"Feltz, H., and Hanshaw, B.B., 1963, Preparation of water samples for carbon-14 dating: U.S. Geological Survey Circular 480, iii, 3 p. :ill. ;27 cm., https://doi.org/10.3133/cir480.","productDescription":"iii, 3 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":123205,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1963/0480/report-thumb.jpg"},{"id":31050,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1963/0480/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db658935","contributors":{"authors":[{"text":"Feltz, H.R.","contributorId":49341,"corporation":false,"usgs":true,"family":"Feltz","given":"H.R.","email":"","affiliations":[],"preferred":false,"id":147909,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanshaw, Bruce B.","contributorId":47350,"corporation":false,"usgs":true,"family":"Hanshaw","given":"Bruce","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":147908,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3035,"text":"wsp1610B - 1963 - Waterpower resources in Trask River basin, Oregon","interactions":[{"subject":{"id":16686,"text":"ofr60160 - 1960 - Waterpower resources in the Trask River basin, Oregon","indexId":"ofr60160","publicationYear":"1960","noYear":false,"title":"Waterpower resources in the Trask River basin, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":3035,"text":"wsp1610B - 1963 - Waterpower resources in Trask River basin, Oregon","indexId":"wsp1610B","publicationYear":"1963","noYear":false,"chapter":"B","title":"Waterpower resources in Trask River basin, Oregon"},"id":1}],"lastModifiedDate":"2017-02-03T13:34:34","indexId":"wsp1610B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1610","chapter":"B","title":"Waterpower resources in Trask River basin, Oregon","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1610B","usgsCitation":"Young, L.L., 1963, Waterpower resources in Trask River basin, Oregon: U.S. Geological Survey Water Supply Paper 1610, iv, 44 p. :ill. ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1610B.","productDescription":"iv, 44 p. :ill. ;24 cm. + plates folded in pocket.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":139297,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1610b/report-thumb.jpg"},{"id":29871,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1610b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29872,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1610b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1610b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4bff","contributors":{"authors":[{"text":"Young, Loyd L.","contributorId":14805,"corporation":false,"usgs":true,"family":"Young","given":"Loyd","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":146186,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3203,"text":"wsp1544H - 1963 - Methods of collecting and interpreting ground-water data","interactions":[],"lastModifiedDate":"2017-09-06T18:21:09","indexId":"wsp1544H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1544","chapter":"H","title":"Methods of collecting and interpreting ground-water data","docAbstract":"<p>Because ground water is hidden from view, ancient man could only theorize as to its sources of replenishment and its behavior. His theories held sway until the latter part of the 17th century, which marked the first experimental work to determine the source and movement of ground water. Thus founded, the science of ground-water hydrology grew slowly and not until the 19th century is there substantial evidence of conclusions having been based on observational data. The 20th century has witnessed tremendous advances in the science in the methods of field investigation and interpretation of collected data, in the methods of determining the hydrologic characteristics of water-bearing material, and in the methods of inventorying ground-water supplies. Now, as is true of many other disciplines, the science of ground-water hydrology is characterized by frequent advancement of new ideas and techniques, refinement of old techniques, and an increasing wealth of data awaiting interpretation.</p><p>So that its widely scattered staff of professional hydrologists could keep abreast of new ideas and advances in the techniques of groundwater investigation, it has been the practice in the U.S. Geological Survey to distribute such information for immediate internal use. As the methods become better established and developed, they are described in formal publications. Six papers pertaining to widely different phases of ground-water investigation comprise this particular contribution. For the sake of clarity and conformity, the original papers have been revised and edited by the compiler.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1544H","usgsCitation":"1963, Methods of collecting and interpreting ground-water data: U.S. Geological Survey Water Supply Paper 1544, vi, 97 p., https://doi.org/10.3133/wsp1544H.","productDescription":"vi, 97 p.","numberOfPages":"104","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":30190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544h/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bc98","contributors":{"compilers":[{"text":"Bentall, Ray","contributorId":78711,"corporation":false,"usgs":true,"family":"Bentall","given":"Ray","email":"","affiliations":[],"preferred":false,"id":709761,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}}
,{"id":2428,"text":"wsp1619S - 1963 - Geology and ground-water appraisal of the Naval Air Missile Test Center area, Point Mugu, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1619S","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1619","chapter":"S","title":"Geology and ground-water appraisal of the Naval Air Missile Test Center area, Point Mugu, California","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1619S","usgsCitation":"Page, R.W., 1963, Geology and ground-water appraisal of the Naval Air Missile Test Center area, Point Mugu, California: U.S. Geological Survey Water Supply Paper 1619, iv, 40 p. :ill, maps (1 col.) ;24 cm., https://doi.org/10.3133/wsp1619S.","productDescription":"iv, 40 p. :ill, maps (1 col.) ;24 cm.","costCenters":[],"links":[{"id":139056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619s/report-thumb.jpg"},{"id":28462,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619s/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28463,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619s/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28464,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619s/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28465,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619s/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28466,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619s/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685fca","contributors":{"authors":[{"text":"Page, R. W.","contributorId":17215,"corporation":false,"usgs":true,"family":"Page","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145183,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2426,"text":"wsp1669I - 1963 - Water regimen of the Inner Valley of the San Pedro River near Mammoth, Arizona (A pilot study)","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1669I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1669","chapter":"I","title":"Water regimen of the Inner Valley of the San Pedro River near Mammoth, Arizona (A pilot study)","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669I","usgsCitation":"Page, H.G., 1963, Water regimen of the Inner Valley of the San Pedro River near Mammoth, Arizona (A pilot study): U.S. Geological Survey Water Supply Paper 1669, iii, 22 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1669I.","productDescription":"iii, 22 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":139048,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669i/report-thumb.jpg"},{"id":28445,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28446,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f975d","contributors":{"authors":[{"text":"Page, Harry G.","contributorId":62203,"corporation":false,"usgs":true,"family":"Page","given":"Harry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145180,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1187,"text":"wsp1536J - 1963 - Ground-water movements and bank storage due to flood stages in surface streams","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1536J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1536","chapter":"J","title":"Ground-water movements and bank storage due to flood stages in surface streams","language":"ENGLISH","publisher":"U.S. Government Printing Office,","doi":"10.3133/wsp1536J","usgsCitation":"Cooper, H., and Rorabaugh, M.I., 1963, Ground-water movements and bank storage due to flood stages in surface streams: U.S. Geological Survey Water Supply Paper 1536, iv, 23 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1536J.","productDescription":"iv, 23 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1536j/report-thumb.jpg"},{"id":26049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1536j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6674a8","contributors":{"authors":[{"text":"Cooper, H.H.","contributorId":62573,"corporation":false,"usgs":true,"family":"Cooper","given":"H.H.","email":"","affiliations":[],"preferred":false,"id":143321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rorabaugh, M. I.","contributorId":28221,"corporation":false,"usgs":true,"family":"Rorabaugh","given":"M.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":143320,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2058,"text":"wsp1475O - 1963 - Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","interactions":[{"subject":{"id":23112,"text":"ofr5672 - 1956 - A brief hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","indexId":"ofr5672","publicationYear":"1956","noYear":false,"title":"A brief hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California"},"predicate":"SUPERSEDED_BY","object":{"id":2058,"text":"wsp1475O - 1963 - Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","indexId":"wsp1475O","publicationYear":"1963","noYear":false,"chapter":"O","title":"Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California"},"id":1},{"subject":{"id":52115,"text":"ofr6090 - 1960 - Summary of hydrologic conditions at Joshua Tree National Monument, Riverside County, California, 1956-1959","indexId":"ofr6090","publicationYear":"1960","noYear":false,"title":"Summary of hydrologic conditions at Joshua Tree National Monument, Riverside County, California, 1956-1959"},"predicate":"SUPERSEDED_BY","object":{"id":2058,"text":"wsp1475O - 1963 - Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","indexId":"wsp1475O","publicationYear":"1963","noYear":false,"chapter":"O","title":"Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California"},"id":2}],"lastModifiedDate":"2023-01-06T22:49:59.861671","indexId":"wsp1475O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1475","chapter":"O","displayTitle":"Hydrologic and Geologic Reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","title":"Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California","docAbstract":"Pinto basin, in the north-central part of Riverside County, Calif., is a typical desert valley formed by downfaulting along several major fault zones. The valley is filled with alluvium, and ground water in the alluvium discharges as subsurface outflow through an alluvium-filled gap at the east end of the valley. Occasionally surface water from cloudburst floods also discharges in a wash through the gap at the east end of the valley.\r\n\r\nA northeastward extension of the major fault along the south side of the valley acts as a barrier to the discharge of ground water from the valley. The average ground-water gradient is less than 1 foot per mile across the main part of the valley above this barrier, but the water level drops abruptly across the fault. The ground-water storage capacity of the uppermost 100 feet of saturated alluvium beneath the central valley area is estimated to be about 230,000 acre-feet. All this water in storage occurs at depths greater than 95 feet below the land surface and cannot be reached by plants or animals. During 1959 virtually all the water pumped in the area was withdrawn from storage. However, the quantity of water pumped is small in relation to the total quantity in storage. Except for a small decline in head, no evidence indicates that the pumping will greatly impair the yield for many years or cause the water to deteriorate in quality.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1475O","usgsCitation":"Kunkel, F., 1963, Hydrologic and geologic reconnaissance of Pinto Basin, Joshua Tree National Monument, Riverside County, California: U.S. Geological Survey Water Supply Paper 1475, Report: iii, 24 p.; 1 Plate: 30.90 x 20.80 inches, https://doi.org/10.3133/wsp1475O.","productDescription":"Report: iii, 24 p.; 1 Plate: 30.90 x 20.80 inches","startPage":"537","endPage":"561","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":27600,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475o/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27599,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475o/plate-28.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138561,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475o/report-thumb.jpg"}],"scale":"62500","country":"United States","state":"California","county":"Riverside County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.733,\n              33.9\n            ],\n            [\n              -115.733,\n              34\n            ],\n            [\n              -115.333,\n              34\n            ],\n            [\n              -115.333,\n              33.9\n            ],\n            [\n              -115.733,\n              33.9\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6118db","contributors":{"authors":[{"text":"Kunkel, Fred","contributorId":47766,"corporation":false,"usgs":true,"family":"Kunkel","given":"Fred","email":"","affiliations":[],"preferred":false,"id":144611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2355,"text":"wsp1619CC - 1963 - Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60","interactions":[],"lastModifiedDate":"2013-11-26T14:46:59","indexId":"wsp1619CC","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1619","chapter":"CC","title":"Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60","docAbstract":"<p>In the Raft River basin in south-central Idaho, ground-water withdrawals \nfor irrigation have more than doubled since 1955, when data were compiled \nfor a comprehensive report on the area. The present report summerizes data \non the ground-water use and changes in the water regimen during the intervening \n5 years. Water levels have declined 10 to 20 feet in the areas of heaviest pumping \nand 3 to 5 feet throughout the remainder of the area. These water-level declines \nare related to increased ground-water pumpage and below-normal precipitation \nin the basin. The total pumpage during the 1960 irrigation season is estimated \nto be about 127,000 acre-feet, of which about half was consumed by crops or \nevaporated. The remainder returned to the aquifer.</p>\n<br/>\n<p>Irrigation development is acting to reduce the amount of underflow out of the \nbasin. The water table can be lowered considerably more before underflow from \nthe basin would be reduced substantially.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1619CC","usgsCitation":"Mundorff, M.J., and Sisco, H., 1963, Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60: U.S. Geological Survey Water Supply Paper 1619, iii, 23 p., https://doi.org/10.3133/wsp1619CC.","productDescription":"iii, 23 p.","numberOfPages":"29","temporalStart":"1956-01-01","temporalEnd":"1960-12-31","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":137783,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619cc/report-thumb.jpg"},{"id":28284,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619cc/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28285,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619cc/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Idaho","otherGeospatial":"Raft River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.6014,41.9942 ], [ -113.6014,42.6996 ], [ -113.1303,42.6996 ], [ -113.1303,41.9942 ], [ -113.6014,41.9942 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d9b8","contributors":{"authors":[{"text":"Mundorff, Maurice John","contributorId":41404,"corporation":false,"usgs":true,"family":"Mundorff","given":"Maurice","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":145070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sisco, H.G.","contributorId":54185,"corporation":false,"usgs":true,"family":"Sisco","given":"H.G.","email":"","affiliations":[],"preferred":false,"id":145071,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1198,"text":"wsp1611 - 1963 - Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina","interactions":[{"subject":{"id":51133,"text":"ofr5275 - 1952 - Results of chloride determinations of water samples from observation wells in the Savannah area, Georgia, October 1952","indexId":"ofr5275","publicationYear":"1952","noYear":false,"title":"Results of chloride determinations of water samples from observation wells in the Savannah area, Georgia, October 1952"},"predicate":"SUPERSEDED_BY","object":{"id":1198,"text":"wsp1611 - 1963 - Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina","indexId":"wsp1611","publicationYear":"1963","noYear":false,"title":"Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina"},"id":1},{"subject":{"id":51881,"text":"ofr55189 - 1955 - A summary of the artesian-water resources in the Savannah area, Georgia, and an outline of additional studies needed","indexId":"ofr55189","publicationYear":"1955","noYear":false,"title":"A summary of the artesian-water resources in the Savannah area, Georgia, and an outline of additional studies needed"},"predicate":"SUPERSEDED_BY","object":{"id":1198,"text":"wsp1611 - 1963 - Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina","indexId":"wsp1611","publicationYear":"1963","noYear":false,"title":"Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina"},"id":2},{"subject":{"id":52045,"text":"ofr49107 - 1949 - Ground-water investigations in the Savannah area, Georgia - South Carolina","indexId":"ofr49107","publicationYear":"1949","noYear":false,"title":"Ground-water investigations in the Savannah area, Georgia - South Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":1198,"text":"wsp1611 - 1963 - Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina","indexId":"wsp1611","publicationYear":"1963","noYear":false,"title":"Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina"},"id":3}],"lastModifiedDate":"2022-12-13T22:42:58.178248","indexId":"wsp1611","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1611","title":"Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina","docAbstract":"The Savannah area consists of about 2,300 square miles of the Coastal Plain along the coast of eastern Georgia and southeastern South Carolina. Savannah is near the center of the area. Most of the large ground-water developments are in or near Savannah. About 98 percent of the approximately 60 mgd of ground water used is pumped from the principal artesian aquifer, which is composed of about 600 feet of limestone of middle Eocene, Oligocene, and early Miocene ages. \r\n\r\nIndustrial and other wells of large diameter yield as much as 4,200 gpm from the principal artesian aquifer. Pumping tests and flow-net analyses show that the coefficient of transmissibility averages about 200,000 gpd per ft in the immediate Savannah area. The specific capacity of wells in the principal artesian aquifer generally is about 50 gpm per ft of drawdown. The coefficient of storage of the principal artesian aquifer is about 0.0003 in the Savannah area. \r\n\r\nUnderlying the Savannah area are a series of unconsolidated and semiconsolidated sediments ranging in age from Late Cretaceous to Recent. The Upper Cretaceous, Paleocene, and lower Eocene sediments supply readily available and usable water in other parts of the Coastal Plain, but although the character and physical properties of these formations are similar in the Savannah area to the same properties in other areas, the hydraulic and structural conditions appear to be different. Deep test wells are needed to evaluate the ground-water potential of these rocks. \r\n\r\nThe lower part of the sediments of middle Eocene age acts as a confining layer to the vertical movement of water into or out of the principal artesian aquifer. Depending on the location and depth, the principal artesian aquifer consists of from one to five geologic units. The lower boundary of the aquifer is determined by a reduction in permeability and an increase in salt-water content. Although the entire limestone section is considered water bearing, most of the ground water used in the area comes from the upper part of the Ocala limestone of late Eocene age and the limestones of Oligocene age. The greatest volume of water comes from the upper part of the Ocala limestone, but the greatest number of wells are supplied from the rocks of Oligocene age. The Tampa limestone and Hawthorn formation of early Miocene age are generally water bearing; the amount and quality of the water depends on the location. The water from some wells in the Tampa and most of the water from the Hawthorn is high in hydrogen sulfide. \r\n\r\nIn the northeastern part of the area the principal artesian aquifer is close to the land surface. Here the confining layer is thin and in some of the estauaries it may be completely cut through by the scouring action of the streams during tidal fluctuations. In this part of the area artesian groundwater at one time discharged from the aquifer as submarine springs. Now a reverse effect may be occurring; ocean and river water may be entering the aquifer. \r\n\r\nThe silts, clays, and very fine sands of the upper Miocene and Pliocene ( ?) series generally have low permeabilities and form the upper confining layer for the principal artesian aquifer. Although all the sediments overlying the principal artesian aquifer are considered to be part of the confining layer, locally some of the upper units are water bearing. \r\n\r\nThe uppermost geologic units in the Savannah area are sediments of Pliocene ( ?) to Recent age and consist of sands, silts, and clays with shell and gravel beds which are a source of water for shallow wells. \r\n\r\nThe first large ground-water supply from the principal artesian aquifer was developed in 1886 by the city of Savannah. Additional municipal and industrial supplies have been developed since that time. Pumpage progressively increased to a peak of 62 mgd in 1957. Outside of the city and industrial area the 1957 pumpage was about 9 mgd. In 1958 the total pumpage in the Savannah area was about 68 mgd or about 3 mgd less th","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1611","usgsCitation":"Counts, H.B., and Donsky, E., 1963, Salt-water encroachment, geology, and ground-water resources of Savannah area, Georgia and South Carolina: U.S. Geological Survey Water Supply Paper 1611, Report: v, 100 p.; 6 Plates: 18.00 x 24.00 inches or smaller, https://doi.org/10.3133/wsp1611.","productDescription":"Report: v, 100 p.; 6 Plates: 18.00 x 24.00 inches or smaller","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":26070,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26076,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1611/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26075,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26074,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26073,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26072,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137867,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1611/report-thumb.jpg"},{"id":26071,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1611/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":410421,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24801.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Georgia, South Carolina","city":"Savannah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.5,\n              31.75\n            ],\n            [\n              -80.667,\n              31.75\n            ],\n            [\n              -80.667,\n              32.75\n            ],\n            [\n              -81.5,\n              32.75\n            ],\n            [\n              -81.5,\n              31.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdee4","contributors":{"authors":[{"text":"Counts, H. 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,{"id":1275,"text":"wsp1691 - 1963 - Ground-water contamination and legal controls in Michigan","interactions":[{"subject":{"id":52078,"text":"ofr6036 - 1960 - Ground-water contamination and legal controls in Michigan","indexId":"ofr6036","publicationYear":"1960","noYear":false,"title":"Ground-water contamination and legal controls in Michigan"},"predicate":"SUPERSEDED_BY","object":{"id":1275,"text":"wsp1691 - 1963 - Ground-water contamination and legal controls in Michigan","indexId":"wsp1691","publicationYear":"1963","noYear":false,"title":"Ground-water contamination and legal controls in Michigan"},"id":1}],"lastModifiedDate":"2016-09-22T13:46:38","indexId":"wsp1691","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1691","title":"Ground-water contamination and legal controls in Michigan","docAbstract":"<p>The great importance of the fresh ground-water resources of Michigan is evident because 90 percent of the rural and about 70 percent of the total population of the State exclusive of the Detroit metropolitan area are supplied from underground sources. The water-supply and public-health problems that have been caused by some cases of ground-water contamination in the State illustrate the necessity of protecting this vital resource.</p><p>Manmade and natural contaminants, including many types of chemical and organic matter, have entered many of the numerous aquifers of the State. Aquifers have been contaminated by waste-laden liquids percolating from the surface or from the zone of aeration and by direct injection to the aquifer itself. Industrial and domestic wastes, septic tanks, leaking sewers, flood waters or other poor quality surface waters, mine waters, solids stored or spread at the surface, and even airborne wastes all have been sources of ground-water contamination in Michigan. In addition, naturally occurring saline waters have been induced into other aquifers by overpumping or unrestricted flow from artesian wells, possibly by dewatering operations, and by the deepening of surface stream channels. Vertical migration of saline waters through open holes from formations underlying various important aquifers also has spoiled some of the fresh ground waters in the State. In spite of the contamination that has occurred, however, the total amount of ground water that has been spoiled is only a small part of the total resource. Neither is the contamination so widespread as that of the surface streams of Michigan.</p><p>Overall legal authority to control most types of ground-water contamination in the State has been assigned by the Michigan Legislature to the Water Resources Commission, although the Department of Conservation and the Health Department also exercise important water-pollution control functions. The Michigan Supreme Court, in an important case upholding the power of the Water Resources Commission to control pollution of ground water, in effect has introduced the doctrine of reasonable use into the law of the State. Excluding controls administered by the Department of Conservation on activities of the oil and gas industry, however, legal controls have not been used abate intrusion of natural saline waters into fresh-water aquifers in response to pumping and other manmade changes in the hydrologic regimen.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1691","usgsCitation":"Deutsch, M., 1963, Ground-water contamination and legal controls in Michigan: U.S. Geological Survey Water Supply Paper 1691, v, 79 p., https://doi.org/10.3133/wsp1691.","productDescription":"v, 79 p.","costCenters":[{"id":382,"text":"Michigan Water Science 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,{"id":2141,"text":"wsp1669Q - 1963 - Ground-water conditions in the vicinity of the Lake Mead base, Las Vegas Valley, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1669Q","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1669","chapter":"Q","title":"Ground-water conditions in the vicinity of the Lake Mead base, Las Vegas Valley, Nevada","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669Q","usgsCitation":"Loeltz, O.J., 1963, Ground-water conditions in the vicinity of the Lake Mead base, Las Vegas Valley, Nevada: U.S. Geological Survey Water Supply Paper 1669, iii, 17 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1669Q.","productDescription":"iii, 17 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137795,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669q/report-thumb.jpg"},{"id":27744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669q/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d0c0","contributors":{"authors":[{"text":"Loeltz, Omar J.","contributorId":86312,"corporation":false,"usgs":true,"family":"Loeltz","given":"Omar","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":144731,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2145,"text":"wsp1619J - 1963 - Ground-water geology of Edwards County, Texas","interactions":[],"lastModifiedDate":"2024-09-23T22:02:33.617404","indexId":"wsp1619J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1619","chapter":"J","title":"Ground-water geology of Edwards County, Texas","docAbstract":"<p>Edwards County occupies 2,075 square miles of the southern part of the Edwards Plateau in southwest Texas. In 1950 it had a population of 2,908. Its thin limestone soil supports the characteristic flora of a semiarid region. The county is underlain by nearly flat-lying beds of limestone and a few beds of shale and marl.</p>\n<p>The Glen Rose limestone of Cretaceous age, the oldest formation tapped by water wells in the county, yields small quantities of rather highly mineralized water. Springs in the Glen Rose discharge water that is generally less mineralized than that from wells. Nearly all the wells and springs tapping the Glen Rose are in the southeastern part of the county, where the Edwards and associated limestones have been removed by erosion or are very thin.</p>\n<p>The Comanche Peak, Edwards, and Georgetown limestones, collectively called the Edwards and associated limestones, underlie most of the county and form the principal aquifer. Generally, the water in the Edwards is under water-table conditions, but locally it may be artesian. The Edwards and associated limestones yield small to moderate quantities of water that is hard but otherwise of good chemical quality.</p>\n<p>The alluvium in the major stream valleys yields small to moderate quantities of hard water similar in quality to that of the Edwards and associated limestones.</p>\n<p>The main ground-water divides in the Edwards and associated limestones follow the topographic divides. Most of the ground water flows southward and either appears as springflow in the Nueces River drainage or flows underground into Kinney or Val Verde County. The remainder flows northward and ultimately appears as springflow in the South Llano River drainage.</p>\n<p>About 150,000 acre-feet of water is recharged annually to and discharged from the Edwards and associated limestones in Edwards County. Most of this water is available for additional development inasmuch as only about 900 acre-feet per year is currently being used; however, additional development of ground water will result in a reduction in streamflow.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1619J","isbn":"pbk","usgsCitation":"Long, A.T., 1963, Ground-water geology of Edwards County, Texas: U.S. Geological Survey Water Supply Paper 1619, Report: iv, 29 p.; 5 Plates: 32.00 x 28.25 inches or smaller, https://doi.org/10.3133/wsp1619J.","productDescription":"Report: iv, 29 p.; 5 Plates: 32.00 x 28.25 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":109997,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24826.htm","linkFileType":{"id":5,"text":"html"},"description":"24826"},{"id":27750,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619j/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27749,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619j/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27748,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619j/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27747,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27752,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27751,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619j/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137816,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619j/report-thumb.jpg"}],"country":"United States","state":"Texas","county":"Edwards County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.6999,30.2899],[-100.1183,30.2897],[-100.0347,30.287],[-99.7576,30.2882],[-99.7577,30.0772],[-99.9235,30.0772],[-99.9235,30.0809],[-99.9726,30.0796],[-99.9742,30.0425],[-99.9789,30.0214],[-99.9916,30.0205],[-99.9989,29.9166],[-100.0016,29.9093],[-100.0042,29.9019],[-100.0063,29.8983],[-100.011,29.8941],[-100.0169,29.89],[-100.021,29.8868],[-100.0226,29.8836],[-100.0237,29.8795],[-100.0232,29.874],[-100.021,29.868],[-100.0205,29.8639],[-100.0226,29.8589],[-100.0242,29.8534],[-100.0263,29.8493],[-100.0295,29.8479],[-100.0331,29.847],[-100.0347,29.8438],[-100.0326,29.8396],[-100.0295,29.8369],[-100.0279,29.8337],[-100.0274,29.8305],[-100.0279,29.8277],[-100.0274,29.8232],[-100.0268,29.82],[-100.0226,29.8163],[-100.0205,29.8131],[-100.0216,29.8103],[-100.0205,29.8062],[-100.0173,29.8007],[-100.0147,29.7984],[-100.0137,29.7957],[-100.0152,29.7938],[-100.0237,29.7902],[-100.0279,29.7879],[-100.0289,29.7851],[-100.0289,29.7824],[-100.03,29.7801],[-100.0331,29.7787],[-100.0352,29.7764],[-100.0336,29.7709],[-100.0268,29.7535],[-100.0226,29.7439],[-100.0231,29.7421],[-100.0252,29.7407],[-100.0289,29.7393],[-100.0305,29.7348],[-100.0284,29.7325],[-100.0263,29.7283],[-100.0252,29.7251],[-100.0257,29.7233],[-100.0624,29.7113],[-100.0521,29.7096],[-100.0462,29.7079],[-100.0443,29.6944],[-100.0408,29.6931],[-100.0384,29.6896],[-100.0315,29.6883],[-100.0275,29.6835],[-100.0172,29.6788],[-100.0192,29.6722],[-100.0261,29.667],[-100.0285,29.6657],[-100.0197,29.6492],[-100.0123,29.6396],[-100.0084,29.6375],[-100.0079,29.6318],[-100.0145,29.6237],[-100.111,29.6236],[-100.6992,29.6236],[-100.6999,30.2899]]]},\"properties\":{\"name\":\"Edwards\",\"state\":\"TX\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db81","contributors":{"authors":[{"text":"Long, Archie T.","contributorId":65059,"corporation":false,"usgs":true,"family":"Long","given":"Archie","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":144736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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