{"pageNumber":"6709","pageRowStart":"167700","pageSize":"25","recordCount":184617,"records":[{"id":1910,"text":"wsp1539M - 1963 - Saline ground water in the Roswell basin, Chaves and Eddy Counties, New Mexico, 1958-59","interactions":[],"lastModifiedDate":"2022-09-26T21:43:41.466365","indexId":"wsp1539M","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":"1539","chapter":"M","title":"Saline ground water in the Roswell basin, Chaves and Eddy Counties, New Mexico, 1958-59","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1539M","usgsCitation":"Hood, J.W., 1963, Saline ground water in the Roswell basin, Chaves and Eddy Counties, New Mexico, 1958-59: U.S. Geological Survey Water Supply Paper 1539, Report: iv, 46 p.; 5 Plates: 21.50 × 40.19 inches or smaller, https://doi.org/10.3133/wsp1539M.","productDescription":"Report: iv, 46 p.; 5 Plates: 21.50 × 40.19 inches or smaller","costCenters":[],"links":[{"id":138171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1539m/report-thumb.jpg"},{"id":27220,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1539m/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27219,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539m/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27218,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539m/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27217,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539m/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27216,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539m/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27215,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539m/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":109980,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24735.htm","linkFileType":{"id":5,"text":"html"},"description":"24735"}],"country":"United States","state":"New Mexico","county":"Chaves County, Eddy County","otherGeospatial":"Roswell basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.25,\n              32.698\n            ],\n            [\n              -104.75,\n              32.698\n            ],\n            [\n              -104.75,\n              33.741\n            ],\n            [\n              -104.25,\n              33.741\n            ],\n            [\n              -104.25,\n              32.698\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c9c2","contributors":{"authors":[{"text":"Hood, James W.","contributorId":66115,"corporation":false,"usgs":true,"family":"Hood","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144350,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38928,"text":"pp462B - 1963 - Vertical distribution of velocity and suspended sediment, Middle Rio Grande, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:10:17","indexId":"pp462B","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":"462","chapter":"B","title":"Vertical distribution of velocity and suspended sediment, Middle Rio Grande, New Mexico","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Sediment transport in alluvial channels, 1963-65","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp462B","usgsCitation":"Nordin, C., and Dempster, G., 1963, Vertical distribution of velocity and suspended sediment, Middle Rio Grande, New Mexico: U.S. Geological Survey Professional Paper 462, p. B1-B20, https://doi.org/10.3133/pp462B.","productDescription":"p. B1-B20","costCenters":[],"links":[{"id":120495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0462b/report-thumb.jpg"},{"id":65971,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0462b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6020bc","contributors":{"authors":[{"text":"Nordin, C.F. Jr.","contributorId":100852,"corporation":false,"usgs":true,"family":"Nordin","given":"C.F.","suffix":"Jr.","affiliations":[],"preferred":false,"id":220683,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dempster, G.R. Jr.","contributorId":20769,"corporation":false,"usgs":true,"family":"Dempster","given":"G.R.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":220682,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2811,"text":"wsp1688 - 1963 - Magnitude and frequency of floods in the United States, part 13. Snake River basin","interactions":[],"lastModifiedDate":"2022-02-04T19:56:56.655301","indexId":"wsp1688","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":"1688","title":"Magnitude and frequency of floods in the United States, part 13. Snake River basin","docAbstract":"<p>The magnitude of a flood of any selected frequency up to 50 years for any site on any stream in the Snake River basin can be determined by methods outlined in this report, with some limitations. The methods are not applicable for regulated streams, for drainage basins smaller than 10 or larger than 5,000 square miles, for streams fed by large springs, or for streams that have flow characteristics materially different from the regional pattern. The magnitude of a flood for a selected frequency at a given site is determined by using the appropriate composite frequency curve and the mean annual flood for the given site. The mean annual flood is computed from either a formula or a nomograph in which drainage area, mean annual precipitation, and a geographic factor are used as independent variables. The standard error of estimate for the computation of mean annual floods is plus 17 percent and minus 15 percent.</p><p>Nine flood-frequency regions (A-I) are defined. In all except regions B and I, frequency relations vary with the mean altitude of the basin as well as with the geographic location; therefore, families of curves are required for 7 of the 9 flood-frequency regions.</p><p>The report includes a brief description of the physiography and climate of the Snake River basin to explain the reason for the large variation in mean annual floods, which range from zero to about 27 cubic feet per second per square mile.</p><p>Composite frequency curves and formulas for computing mean annual floods are based on all suitable flood data collected in the Snake River basin. Tables show the data used to derive the formula. Following the analysis of data are station descriptions and lists of peak stages and discharges for 295 gaging stations at which 5 or more years of annual flood records were collected pr'or to Sept. 30, 1957. Many flood peak data are not usable in defining the frequency curves and deriving the formula because of large diversions and regulation upstream from the gaging stations. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1688","usgsCitation":"Thomas, C., Broom, H.C., and Cummans, J., 1963, Magnitude and frequency of floods in the United States, part 13. Snake River basin: U.S. Geological Survey Water Supply Paper 1688, Report: xi, 250 p.; 5 Plates: 31.50 x 31.36 inches or smaller, https://doi.org/10.3133/wsp1688.","productDescription":"Report: xi, 250 p.; 5 Plates: 31.50 x 31.36 inches or smaller","numberOfPages":"266","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":395475,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24897.htm"},{"id":29339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1688/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29338,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing geographic factors"},{"id":29337,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing flood regions"},{"id":29336,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing location of gaging stations with 5 or more years of annual flood record"},{"id":29335,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Precipitation index map of the Snake River basin"},{"id":29334,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of physiographic regions of Snake River basin"},{"id":138808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1688/report-thumb.jpg"}],"country":"United States","state":"Idaho, Nevada, Oregon, Utah, Washington, Wyoming","otherGeospatial":"Snake River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119,\n              41.167\n            ],\n            [\n              -110,\n              41.167\n            ],\n            [\n              -110,\n              47.333\n            ],\n            [\n              -119,\n              47.333\n            ],\n            [\n              -119,\n              41.167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649611","contributors":{"authors":[{"text":"Thomas, C.A.","contributorId":14385,"corporation":false,"usgs":true,"family":"Thomas","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":145835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Broom, H. C.","contributorId":93024,"corporation":false,"usgs":true,"family":"Broom","given":"H.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":145836,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2744,"text":"wsp1536H - 1963 - Electric analog of three-dimensional flow to wells and its application to unconfined aquifers","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1536H","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":"H","title":"Electric analog of three-dimensional flow to wells and its application to unconfined aquifers","docAbstract":"Electric-analog design criteria are established from the differential equations of ground-water flow for analyzing pumping-test data. A convenient analog design was obtained by transforming the cylindrical equation of flow to a rectilinear form. The design criteria were applied in the construction of an electric analog, which was used for studying pumping-test data collected near Grand Island, Nebr. \r\n\r\nData analysis indicated (1) vertical flow components near pumping wells in unconfined aquifers may be much more significant in the control of water-table decline than radial flow components for as much as a day of pumping; (2) the specific yield during the first few minutes of pumping appears to be a very small fraction of that observed after pumping for more than 1 day; and (3) estimates of specific yield made from model studies seem much more sensitive to variations in assumed flow conditions than are estimates of permeability. Analysis of pumping-test data where vertical flow components are important requires that the degree of anisotropy be known. A procedure for computing anisotropy directly from drawdowns observed at five points was developed. Results obtained in the analog study emphasize the futility of calculating unconfined aquifer properties from pumping tests of short duration by means of equations based on the assumptions that vertical flow components are negligible and specific yield is constant.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1536H","usgsCitation":"Stallman, R., 1963, Electric analog of three-dimensional flow to wells and its application to unconfined aquifers: U.S. Geological Survey Water Supply Paper 1536, iv, 37 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1536H.","productDescription":"iv, 37 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":139040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1536h/report-thumb.jpg"},{"id":29170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1536h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ede1","contributors":{"authors":[{"text":"Stallman, Robert W.","contributorId":32903,"corporation":false,"usgs":true,"family":"Stallman","given":"Robert W.","affiliations":[],"preferred":false,"id":145698,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2305,"text":"wsp1669Z - 1963 - Selected techniques in water resources investigations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp1669Z","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":"Z","title":"Selected techniques in water resources investigations","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. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1669Z","isbn":"pbk","usgsCitation":"Mesnier, G.N., and Iseri, K.T., 1963, Selected techniques in water resources investigations: U.S. Geological Survey Water Supply Paper 1669, vii, 64 p. :ill. ; 24 cm., https://doi.org/10.3133/wsp1669Z.","productDescription":"vii, 64 p. :ill. ; 24 cm.","costCenters":[],"links":[{"id":137714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669z/report-thumb.jpg"},{"id":28128,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669z/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f8021","contributors":{"authors":[{"text":"Mesnier, Glennon N.","contributorId":67488,"corporation":false,"usgs":true,"family":"Mesnier","given":"Glennon","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":144981,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Iseri, Kathleen T.","contributorId":77910,"corporation":false,"usgs":true,"family":"Iseri","given":"Kathleen","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":144982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2031,"text":"wsp1595 - 1963 - Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington","interactions":[],"lastModifiedDate":"2014-03-06T14:11:36","indexId":"wsp1595","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":"1595","title":"Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington","docAbstract":"<p>The Yakima River basin, in south-central Washington, is the largest single river system entirely within the confines of the State. Its waters are the most extensively utilized of all the rivers in Washington.</p>\n<br/>\n<p>The river heads high on the eastern slope of the Cascade Mountains, flows for 180 miles in a generally southeast direction, and discharges into the Columbia River. The western part of the basin is a mountainous area formed by sedimentary, volcanic, and metamorphic rocks, which generally have a low capacity for storing and transmitting water. The eastern part of the basin is. formed by a thick sequence of lava flows that have folded into long ridges and troughs. Downwarped structural basins between many of the ridges are partly filled with younger sedimentary deposits, which at some places are many hundreds of feet thick. The Yakima River flows from structural basin to structural basin through narrow water gaps that have been eroded through the anticlinal ridges. Each basin is also a topographic basin and a ground-water subbasin. A gaging station will measure the total outflow of a drainage area only if it is located at the surface outlet of a ground-water subbasin and then only if the stream basin is nearly coextensive with the ground-water subbasin. Many gaging stations in the Yakima basin are so located. The geology, hydrology, size. and location of 25 ground-water subbasins are described. </p>\n<br/>\n<p>Since the settlement of the valley began, the development of the land and water resources have caused progressive changes in the natural regimen of the basin's runoff. These changes have resulted from diversion of water from the streams, the application of water on the land for irrigation, the storage and release of flood waters, the pumping of ground water, and other factors Irrigation in the Yakima basin is reported 'to have begun about 1864. In 1955 about 425,000 acres were under irrigation. </p>\n<br/>\n<p>During the past 60-odd years many gaging stations have been operated at different sites within the basin. Only stations in the upper reaches, such as those below Keechelus, Kachess, or Cle Elum Lakes, give discharge records which are an accurate measure of the natural outflow of the drainage area. Farther down, stream, as the utilization of water becomes more extensive, the records at a gaging station show the discharge passing a particular point, but they do not reflect the natural outflow of the basin. Large canals divert water for use on lands above a station or carry it around a station for irrigation downstream. The deep sedimentary deposits within subbasins and the overlying alluvial gravels permit downvalley movement of large subsurface flows which bypass the gaging stations, except in the near vicinity of the water gaps. At the water gaps ground water rises to the surface, becoming streamflow, and can be accurately measured. The location of gaging stations within each subbasin is important, therefore, in determining whether the flow measured represents the total downvalley outflow or whether it is merely the surface-water component. Surface and subsurface factors that may affect the discharge records at each gaging station in the Yakima River basin include a description of upstream diversions, surface return flows, bypass canals, storage reservoirs, subsurface bypass flows, ground-water withdrawals, and other items. The available data are not sufficiently complete to permit a quantitative determination of the total basin yield at most gaging stations. However, data on the existing bypass channels, such as canals and drainage ditches, and on related subsurface movement of water provide valuable information necessary to proper use and interpretation of the streamflow records.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1595","usgsCitation":"Kinnison, H.B., and Sceva, J.E., 1963, Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington: U.S. Geological Survey Water Supply Paper 1595, Report: vii, 134 p.; 3 Plates: 29.5 x 30.0 inches or smaller, https://doi.org/10.3133/wsp1595.","productDescription":"Report: vii, 134 p.; 3 Plates: 29.5 x 30.0 inches or smaller","numberOfPages":"144","costCenters":[],"links":[{"id":137648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1595/report-thumb.jpg"},{"id":27507,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27508,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27509,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27510,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1595/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Washington","otherGeospatial":"Yakima River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.8361,45.5437 ], [ -124.8361,49.0024 ], [ -116.9174,49.0024 ], [ -116.9174,45.5437 ], [ -124.8361,45.5437 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611e92","contributors":{"authors":[{"text":"Kinnison, Hallard B.","contributorId":84337,"corporation":false,"usgs":true,"family":"Kinnison","given":"Hallard","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":144555,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sceva, Jack E.","contributorId":79086,"corporation":false,"usgs":true,"family":"Sceva","given":"Jack","email":"","middleInitial":"E.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":144554,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2695,"text":"wsp1619AA - 1963 - Ground-water conditions in the Fernley-Wadsworth area, Churchill, Lyon, Storey and Washoe Counties, Nevada","interactions":[],"lastModifiedDate":"2024-01-11T21:52:18.590594","indexId":"wsp1619AA","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":"AA","title":"Ground-water conditions in the Fernley-Wadsworth area, Churchill, Lyon, Storey and Washoe Counties, Nevada","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1619AA","usgsCitation":"Sinclair, W.C., and Loeltz, O.J., 1963, Ground-water conditions in the Fernley-Wadsworth area, Churchill, Lyon, Storey and Washoe Counties, Nevada: U.S. Geological Survey Water Supply Paper 1619, Report: iii, 22 p.;  1 Plate: 26.00 x 24.00 inches, https://doi.org/10.3133/wsp1619AA.","productDescription":"Report: iii, 22 p.;  1 Plate: 26.00 x 24.00 inches","costCenters":[],"links":[{"id":424354,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24813.htm","linkFileType":{"id":5,"text":"html"}},{"id":29052,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619aa/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619aa/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138835,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619aa/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Churchill County, Lyon County, Storey County, Washoe County","otherGeospatial":"Fernley-Wadsworth area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119.34,\n              39.666\n            ],\n            [\n              -119.34,\n              39.52\n            ],\n            [\n              -119.116,\n              39.52\n            ],\n            [\n              -119.116,\n              39.666\n            ],\n            [\n              -119.34,\n              39.666\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dc46","contributors":{"authors":[{"text":"Sinclair, William C.","contributorId":14798,"corporation":false,"usgs":true,"family":"Sinclair","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145624,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Loeltz, Omar J.","contributorId":86312,"corporation":false,"usgs":true,"family":"Loeltz","given":"Omar","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2776,"text":"wsp1755 - 1963 - Large springs of east Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1755","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":"1755","title":"Large springs of east Tennessee","docAbstract":"Springs constitute an important source of water in east Tennessee, and many individual springs are capable of supplying the large quantities needed for municipal and industrial supplies. \r\n\r\nMost of the springs in east Tennessee issue from solution openings and fractured and faulted zones in limestone and dolomite of the Knox Group, Chickamauga Limestone, and Conasauga Group. The ability of these rocks to yield a sustained flow of water to springs is dependent on a system of interconnected openings through which water can infiltrate from the land surface and move to points of natural discharge. \r\n\r\nNinety springs were selected for detailed study, and 84 of these are analyzed in terms of magnitude and variability of discharge. Of the 84 springs analyzed, 4 flow at an average rate of 10 to 100 cfs (cubic feet per second), 62 at an average rate of 1 to 10 cfs, and 18 at an average rate of 1 cfs or less. Of the 90 springs, 75 are variable in their discharge; that is, the ratio of their fluctuations to their  average discharges exceeds 100 percent. \r\n\r\nMathematical analysis of the flow recession curve of Mill Spring near Jefferson City shows that the hydrologic system contributing to the flow of the spring has an effective capacity of about 70 million cubic feet of water. The rate of depletion of this volume of water, in the absence of significant precipitation, averages 0.0056 cfs per day between the time when the hydrologic system is full and the time when the spring ceases to flow. From such a curve it is possible to determine at any time the residual volume of water remaining in the system and the expected rate of decrease in discharge from that time to cessation of flow. \r\n\r\nCorrelation of discharge measurements of 22 springs with those of Mill Spring shows that rough approximations of discharge can be projected for springs for which few measurements are available. Seventeen of the springs analyzed in this manner show good correlation with Mill Spring: that is, their coefficients of correlation were 0.70 or better as compared with a perfect correlation factor of 1.00.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1755","usgsCitation":"Sun, P.P., Criner, J., and Poole, J.L., 1963, Large springs of east Tennessee: U.S. Geological Survey Water Supply Paper 1755, iv, 52 p. :maps, diagrs., tables. ;24 cm., https://doi.org/10.3133/wsp1755.","productDescription":"iv, 52 p. :maps, diagrs., tables. ;24 cm.","costCenters":[],"links":[{"id":138677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1755/report-thumb.jpg"},{"id":29224,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1755/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9020","contributors":{"authors":[{"text":"Sun, Pao-chang P.","contributorId":42947,"corporation":false,"usgs":true,"family":"Sun","given":"Pao-chang","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Criner, J.H.","contributorId":83903,"corporation":false,"usgs":true,"family":"Criner","given":"J.H.","affiliations":[],"preferred":false,"id":145769,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Poole, J. L.","contributorId":40583,"corporation":false,"usgs":true,"family":"Poole","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145767,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2206,"text":"wsp1475M - 1963 - Ground-water resources of the Bryce Canyon National Park area, Utah, with a section on the drilling of a test well","interactions":[{"subject":{"id":23797,"text":"ofr5866 - 1958 - Ground-water resources of the Bryce Canyon National Park area, Utah","indexId":"ofr5866","publicationYear":"1958","noYear":false,"title":"Ground-water resources of the Bryce Canyon National Park area, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2206,"text":"wsp1475M - 1963 - Ground-water resources of the Bryce Canyon National Park area, Utah, with a section on the drilling of a test well","indexId":"wsp1475M","publicationYear":"1963","noYear":false,"chapter":"M","title":"Ground-water resources of the Bryce Canyon National Park area, Utah, with a section on the drilling of a test well"},"id":1}],"lastModifiedDate":"2024-06-17T18:55:36.649675","indexId":"wsp1475M","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":"M","title":"Ground-water resources of the Bryce Canyon National Park area, Utah, with a section on the drilling of a test well","docAbstract":"<p>The water need at Bryce Canyon National Park in 1957 was about 1.3 million cubic feet for a tourist season that lasted from the middle of May to the middle of October. To evaluate the adequacy of water-supply sources, a hypothetical future need of 5 million cubic feet of water per season is used. This amount of water might be obtained from the East Fork of the Sevier River, from wells in the alluvium of the East Fork, from Yellow Creek Spring and nearby springs, which are below the canyon rim, or from a well drilled about 2,000 feet to the top of the Tropic shale. Although the present source of water, consisting of wells in the alluvium of East Creek valley, may be an important supplemental source in the future, it will not yield sufficient water in dry years to meet the total demand for water at the park.</p><p>The yield of Yellow Creek Spring and nearby springs is estimated at a total of 7.8 million cubic feet of water per season. The springs provide water of satisfactory chemical quality, and are a reliable source even in times of drought. A serious disadvantage of using this source of water is the difficulty of constructing a pipeline over extremely rugged terrain from the source to the lodge and headquarters area.</p><p>A well drilled to the top of the Tropic shale of Cretaceous age in the lodge and headquarters area might penetrate two or more aquifers, one at the base of the Wasatch formation of Eocene age and one or more in the Wahweap and Straight Cliffs sandstones of Cretaceous age. The yield of this well would depend to a large degree on the number of fractures encountered. To assure the most favorable conditions for intercepting fracture zones in the bedrock, a test-well site is proposed near the crest of a gentle anticline where tension fractures in the rocks should be common.</p><p>Shallow wells in the alluvium of East Creek valley cannot be depended upon to yield sufficient water in times of drought, but they are nevertheless an important source. The water-storage capacity of the alluvium of East Creek valley in the vicinity of the wells of the Utah Parks Co. is estimated at 1.4 million cubic feet. By lowering the water table in the valley uniformly without creating excessively large cones of depression, the alluvium could supply the 1.3 million cubic feet of water per season estimated as the water need in 1957. However, in times of drought this alluvium cannot supply the hypothetical future needs of 5 million cubic feet of water per season.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain (Water Supply Paper 1475)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1475M","collaboration":"Prepared in cooperation with the National Park Service, Department of the Interior","usgsCitation":"Marine, I.W., 1963, Ground-water resources of the Bryce Canyon National Park area, Utah, with a section on the drilling of a test well: U.S. Geological Survey Water Supply Paper 1475, Report: iv, 46 p.; 3 Plates: 16.20 x 24.41 inches or smaller, https://doi.org/10.3133/wsp1475M.","productDescription":"Report: iv, 46 p.; 3 Plates: 16.20 x 24.41 inches or smaller","startPage":"441","endPage":"486","numberOfPages":"50","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":430318,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24416.htm","linkFileType":{"id":5,"text":"html"}},{"id":27877,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475m/plate-2.pdf","text":"Plate 25","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"<i>A</i>, Map of East Creek Valley showing area underlain by alluvium; <i>B</i>, North-South section of East Creek Valley showing inferred maximum depth to bedrock and the position of the water table in May 1957"},{"id":27876,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475m/plate-1.pdf","text":"Plate 24","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Bryce Canyon National Park area, Utah, showing physiographic features and the location of springs and wells"},{"id":138341,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475m/report-thumb.jpg"},{"id":27879,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475m/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27878,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475m/plate-3.pdf","text":"Plate 26","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Logs of the test well at Bryce Canyon National Park, Utah"}],"country":"United States","state":"Utah","otherGeospatial":"Bryce Canyon National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -112.47262325325637,\n              37.73847091078626\n            ],\n            [\n              -112.47262325325637,\n              37.27074325321638\n            ],\n            [\n              -112.06792128542472,\n              37.27074325321638\n            ],\n            [\n              -112.06792128542472,\n              37.73847091078626\n            ],\n            [\n              -112.47262325325637,\n              37.73847091078626\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dde6","contributors":{"authors":[{"text":"Marine, I. Wendell","contributorId":49339,"corporation":false,"usgs":true,"family":"Marine","given":"I.","email":"","middleInitial":"Wendell","affiliations":[],"preferred":false,"id":144825,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2180,"text":"wsp1532B - 1963 - Hydrologic and biotic characteristics of grazed and ungrazed watersheds of the Badger Wash basin in western Colorado, 1953-58","interactions":[],"lastModifiedDate":"2022-02-18T22:58:29.389041","indexId":"wsp1532B","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":"1532","chapter":"B","title":"Hydrologic and biotic characteristics of grazed and ungrazed watersheds of the Badger Wash basin in western Colorado, 1953-58","docAbstract":"A comprehensive study of the hydrologic and biotic characteristics of small drainage basins on the Colorado Plateau and the effect of grazing on these characteristics vas begun in 1953. This report presents data obtained during the first 5 years of the proposed 20-year study. \r\n\r\nPeriodic observations were made at permanent transects in 8 paired fenced and unfenced watersheds to characterize plant and ground cover, determine degree of use by livestock and measure changes in watershed cover. Results after 5 years of study indicate that changes in watershed cover have been relatively small on both grazed and ungrazed areas. Changes that did take place were mainly on shale and mixed type .soil. Ground-cover index on mixed type soil was significantly higher, 4 percent, on ungrazed ,areas than on grazed areas at the end of 5 years. \r\n\r\nPlot records were obtained using the Rocky Mountain Infiltrameter at 12 plots in each of the 8 study watersheds to determine the effect of livestock exclusion on infiltration and sheet erosion. Infiltration rates for the last 20 minutes of both the wet .and dry runs were significantly higher in 1958 than they were 5 years before, but this difference was not associated with treatment because rates on both grazed and ungrazed plots increased about .the same amount. The initial water-absorbing capacity increased significantly on ungrazed plots. No change in erosion rates was observed. \r\n\r\nRainfall was variable and below normal during 4 of the first 5 years of study. Runoff was produced mainly by thunderstorms during the summer months and was characterized by high rates of flow for short periods. Comparison of runoff in grazed and ungrazed watersheds indicates a change in the relation between precipitation and runoff because of exclusion of livestock. More sediment per unit area was produced during the 5 years of study from grazed .areas than from ungrazed areas. \r\n\r\nNo definite trend in small mammal population on grazed and ungrazed water- sheds has yet been determined. Results of preliminary studies on rabbit population indicates that rabbits prefer to inhabit ungrazed areas, but populations were judged to be not high in any area.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrologic effects of land use","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U. S. Govt. Print. Off.","doi":"10.3133/wsp1532B","usgsCitation":"Lusby, G.C., Lusby, G.C., Turner, G.T., Thompson, J.R., and Reid, V.H., 1963, Hydrologic and biotic characteristics of grazed and ungrazed watersheds of the Badger Wash basin in western Colorado, 1953-58: U.S. Geological Survey Water Supply Paper 1532, Report: v, 73 p.; 1 Plate: 11.75 × 18.50 inches, https://doi.org/10.3133/wsp1532B.","productDescription":"Report: v, 73 p.; 1 Plate: 11.75 × 18.50 inches","costCenters":[],"links":[{"id":27802,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27801,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":109967,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24707.htm","linkFileType":{"id":5,"text":"html"},"description":"24707"},{"id":138221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532b/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Badger Wash basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.948,\n              39.292\n            ],\n            [\n              -108.91,\n              39.292\n            ],\n            [\n              -108.91,\n              39.356\n            ],\n            [\n              -108.948,\n              39.356\n            ],\n            [\n              -108.948,\n              39.292\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6118ab","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144783,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lusby, George C.","contributorId":102860,"corporation":false,"usgs":true,"family":"Lusby","given":"George","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144784,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Turner, George T.","contributorId":6833,"corporation":false,"usgs":true,"family":"Turner","given":"George","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":144780,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thompson, J. R.","contributorId":27845,"corporation":false,"usgs":true,"family":"Thompson","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144781,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Reid, Vincent H.","contributorId":57439,"corporation":false,"usgs":true,"family":"Reid","given":"Vincent","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":144782,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":2718,"text":"wsp1615C - 1963 - Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1615C","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":"1615","chapter":"C","title":"Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas","language":"ENGLISH","publisher":"U.S. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1615C","usgsCitation":"Sniegocki, R.T., Bayley, F.H., and Engler, K., 1963, Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iii, 39 p. :ill., map ;23 cm., https://doi.org/10.3133/wsp1615C.","productDescription":"iii, 39 p. :ill., map ;23 cm.","costCenters":[],"links":[{"id":139025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615c/report-thumb.jpg"},{"id":29103,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d660","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bayley, F. H.","contributorId":75896,"corporation":false,"usgs":true,"family":"Bayley","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145660,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Engler, Kyle","contributorId":106862,"corporation":false,"usgs":true,"family":"Engler","given":"Kyle","email":"","affiliations":[],"preferred":false,"id":145661,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2723,"text":"wsp1615D - 1963 - Principles of siphons with respect to the artificial recharge studies in the Grand Prairie region, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1615D","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":"1615","chapter":"D","title":"Principles of siphons with respect to the artificial recharge studies in the Grand Prairie region, Arkansas","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1615D","usgsCitation":"Sniegocki, R.T., and Reed, J., 1963, Principles of siphons with respect to the artificial recharge studies in the Grand Prairie region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iii, 19 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1615D.","productDescription":"iii, 19 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":138949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615d/report-thumb.jpg"},{"id":29127,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66701f","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145669,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":145668,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2724,"text":"wsp1615F - 1963 - Problems in artificial recharge through wells in the Grand Prairie region, Arkansas","interactions":[{"subject":{"id":56139,"text":"ofr5897 - 1958 - Plugging by air entrainment in artificial-recharge tests","indexId":"ofr5897","publicationYear":"1958","noYear":false,"title":"Plugging by air entrainment in artificial-recharge tests"},"predicate":"SUPERSEDED_BY","object":{"id":2724,"text":"wsp1615F - 1963 - Problems in artificial recharge through wells in the Grand Prairie region, Arkansas","indexId":"wsp1615F","publicationYear":"1963","noYear":false,"chapter":"F","title":"Problems in artificial recharge through wells in the Grand Prairie region, Arkansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1615F","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":"1615","chapter":"F","title":"Problems in artificial recharge through wells in the Grand Prairie region, Arkansas","language":"ENGLISH","publisher":"U.S. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1615F","usgsCitation":"Sniegocki, R.T., 1963, Problems in artificial recharge through wells in the Grand Prairie region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iii, 25 p. :ill., maps ;23 cm., https://doi.org/10.3133/wsp1615F.","productDescription":"iii, 25 p. :ill., maps ;23 cm.","costCenters":[],"links":[{"id":138950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615f/report-thumb.jpg"},{"id":29128,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29129,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660a74","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145670,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2726,"text":"wsp1475L - 1963 - Hydrology of stock-water development in the Ely Grazing District, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1475L","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":"L","title":"Hydrology of stock-water development in the Ely Grazing District, Nevada","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"United States Government Printing Office,","doi":"10.3133/wsp1475L","usgsCitation":"Snyder, C., 1963, Hydrology of stock-water development in the Ely Grazing District, Nevada: U.S. Geological Survey Water Supply Paper 1475, iv, 383-441 p. :ill., map ;24 cm. & 1 map in pocket., https://doi.org/10.3133/wsp1475L.","productDescription":"iv, 383-441 p. :ill., map ;24 cm. & 1 map in pocket.","costCenters":[],"links":[{"id":138955,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475l/report-thumb.jpg"},{"id":29133,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475l/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29134,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475l/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601efc","contributors":{"authors":[{"text":"Snyder, Charles T.","contributorId":53767,"corporation":false,"usgs":true,"family":"Snyder","given":"Charles T.","affiliations":[],"preferred":false,"id":145672,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2869,"text":"wsp1539P - 1963 - Geology and ground-water resources of Dougherty County, Georgia","interactions":[],"lastModifiedDate":"2017-02-01T08:39:44","indexId":"wsp1539P","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":"1539","chapter":"P","title":"Geology and ground-water resources of Dougherty County, Georgia","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1539P","usgsCitation":"Wait, R.L., 1963, Geology and ground-water resources of Dougherty County, Georgia: U.S. Geological Survey Water Supply Paper 1539, vi, 102 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1539P.","productDescription":"vi, 102 p. :ill., maps ;24 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":29480,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539p/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29481,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539p/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29482,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1539p/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":109983,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24738.htm","linkFileType":{"id":5,"text":"html"},"description":"24738"},{"id":139004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1539p/report-thumb.jpg"},{"id":247256,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539p/plate-6.pdf","size":"1973","linkFileType":{"id":1,"text":"pdf"}},{"id":29478,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539p/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29479,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539p/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","county":"Dougherty County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.0186,31.6501],[-83.9997,31.6498],[-83.9933,31.6499],[-83.9937,31.6417],[-84.0002,31.6416],[-84.0028,31.6416],[-84.0028,31.6338],[-84.0124,31.6333],[-84.0123,31.6242],[-83.9957,31.6252],[-83.995,31.6156],[-83.995,31.6138],[-83.9959,31.6042],[-83.9964,31.5988],[-83.9964,31.5933],[-83.9965,31.5636],[-83.982,31.5633],[-83.9819,31.5519],[-83.9969,31.5517],[-83.9966,31.5307],[-83.9969,31.5107],[-83.9973,31.5002],[-83.9976,31.476],[-83.9826,31.4757],[-83.9824,31.4629],[-83.9974,31.4632],[-83.9977,31.444],[-83.9999,31.444],[-84.0192,31.4434],[-84.0358,31.4432],[-84.0648,31.4434],[-84.0975,31.4426],[-84.0991,31.4426],[-84.1227,31.4424],[-84.1377,31.4427],[-84.1388,31.4418],[-84.1409,31.4404],[-84.1506,31.4403],[-84.1565,31.4402],[-84.1581,31.4402],[-84.1742,31.4405],[-84.1989,31.4402],[-84.2112,31.4405],[-84.2117,31.4373],[-84.2117,31.436],[-84.239,31.4357],[-84.2498,31.436],[-84.2583,31.4359],[-84.2846,31.4361],[-84.3007,31.4363],[-84.3131,31.4362],[-84.3388,31.4363],[-84.3694,31.4364],[-84.4021,31.4365],[-84.4091,31.4364],[-84.43,31.4366],[-84.43,31.4375],[-84.429,31.4384],[-84.4284,31.4389],[-84.4279,31.4393],[-84.4285,31.4398],[-84.4285,31.4407],[-84.4285,31.4416],[-84.428,31.4421],[-84.4274,31.4426],[-84.4275,31.4435],[-84.4269,31.4439],[-84.4264,31.4444],[-84.4264,31.4453],[-84.4264,31.4462],[-84.4259,31.4462],[-84.4259,31.4471],[-84.4259,31.448],[-84.4254,31.448],[-84.4249,31.4485],[-84.4238,31.449],[-84.4233,31.4485],[-84.4227,31.4485],[-84.4222,31.4486],[-84.4216,31.449],[-84.4211,31.449],[-84.4206,31.4495],[-84.4201,31.4495],[-84.4195,31.4509],[-84.4196,31.4518],[-84.419,31.4522],[-84.4185,31.4532],[-84.4175,31.455],[-84.4169,31.4555],[-84.4159,31.4555],[-84.4143,31.4564],[-84.4137,31.4564],[-84.4127,31.4569],[-84.4127,31.4578],[-84.4127,31.4587],[-84.4132,31.4596],[-84.4138,31.4605],[-84.4138,31.4624],[-84.4138,31.4633],[-84.4144,31.4642],[-84.415,31.4651],[-84.4155,31.4651],[-84.4155,31.466],[-84.4161,31.4669],[-84.4166,31.4673],[-84.4172,31.4678],[-84.4177,31.4687],[-84.4177,31.4696],[-84.4183,31.4696],[-84.4183,31.4705],[-84.4183,31.4714],[-84.4188,31.4714],[-84.4188,31.4723],[-84.4194,31.4723],[-84.4205,31.4728],[-84.421,31.4732],[-84.4215,31.4732],[-84.4221,31.4737],[-84.4232,31.4736],[-84.4237,31.4736],[-84.4242,31.4745],[-84.4248,31.475],[-84.4248,31.4764],[-84.4254,31.4773],[-84.4254,31.4782],[-84.4259,31.4791],[-84.4265,31.4804],[-84.426,31.4818],[-84.4255,31.4818],[-84.4255,31.4827],[-84.4249,31.4828],[-84.4249,31.4837],[-84.4244,31.4846],[-84.4239,31.4851],[-84.4234,31.4851],[-84.4228,31.4864],[-84.4229,31.4892],[-84.4218,31.4901],[-84.4219,31.491],[-84.4224,31.4915],[-84.4224,31.4924],[-84.423,31.4928],[-84.4235,31.4933],[-84.4241,31.4942],[-84.4251,31.4946],[-84.4257,31.4951],[-84.4257,31.496],[-84.4257,31.4969],[-84.4257,31.4978],[-84.4263,31.4978],[-84.4268,31.4987],[-84.4274,31.4987],[-84.4279,31.4991],[-84.4284,31.4991],[-84.429,31.4996],[-84.4295,31.5005],[-84.429,31.5023],[-84.4307,31.5055],[-84.4318,31.5064],[-84.4323,31.5073],[-84.4329,31.5077],[-84.4334,31.5082],[-84.434,31.5087],[-84.4345,31.5091],[-84.4351,31.5091],[-84.4372,31.5086],[-84.4378,31.5095],[-84.4383,31.5104],[-84.4389,31.5122],[-84.4389,31.515],[-84.4389,31.5159],[-84.439,31.5168],[-84.439,31.5186],[-84.4395,31.5191],[-84.4401,31.5195],[-84.4396,31.5204],[-84.4396,31.5218],[-84.4396,31.5227],[-84.4401,31.5236],[-84.4402,31.5245],[-84.4412,31.5254],[-84.4418,31.5264],[-84.4418,31.5273],[-84.4418,31.5282],[-84.4424,31.5286],[-84.4429,31.5295],[-84.4435,31.53],[-84.4435,31.5309],[-84.444,31.5309],[-84.4446,31.5322],[-84.4446,31.5332],[-84.4446,31.5345],[-84.4447,31.5354],[-84.4452,31.5363],[-84.4458,31.5373],[-84.4463,31.5377],[-84.4463,31.5386],[-84.4469,31.5391],[-84.4474,31.5395],[-84.4474,31.5404],[-84.448,31.5413],[-84.4471,31.5425],[-84.4475,31.5432],[-84.4475,31.5441],[-84.4481,31.545],[-84.4486,31.5454],[-84.4502,31.5459],[-84.4508,31.5463],[-84.4519,31.5468],[-84.4524,31.5472],[-84.4529,31.5472],[-84.4535,31.5477],[-84.454,31.5476],[-84.4546,31.5481],[-84.4551,31.549],[-84.4551,31.5499],[-84.4552,31.5517],[-84.4552,31.5545],[-84.4552,31.5558],[-84.4552,31.5568],[-84.4547,31.5577],[-84.4542,31.5577],[-84.4542,31.5586],[-84.4548,31.5604],[-84.4543,31.5618],[-84.4543,31.5627],[-84.4543,31.5636],[-84.4538,31.565],[-84.4533,31.5655],[-84.4527,31.5659],[-84.4528,31.5668],[-84.4522,31.5687],[-84.4523,31.5696],[-84.4518,31.5723],[-84.4518,31.5737],[-84.4523,31.5746],[-84.4529,31.575],[-84.4535,31.5764],[-84.454,31.5769],[-84.454,31.5778],[-84.4546,31.5787],[-84.4541,31.5796],[-84.4546,31.5809],[-84.4552,31.5819],[-84.4557,31.5823],[-84.4563,31.5828],[-84.4568,31.5832],[-84.4573,31.5832],[-84.4574,31.5846],[-84.4569,31.5864],[-84.4558,31.5878],[-84.4553,31.5882],[-84.4553,31.5891],[-84.4548,31.5896],[-84.4542,31.5901],[-84.4537,31.5905],[-84.4543,31.5914],[-84.4538,31.5924],[-84.4532,31.5933],[-84.4522,31.5942],[-84.4506,31.5956],[-84.4501,31.5961],[-84.4495,31.5974],[-84.449,31.5984],[-84.4496,31.5993],[-84.4501,31.5997],[-84.4501,31.6011],[-84.4496,31.6016],[-84.4496,31.6025],[-84.4491,31.6025],[-84.4486,31.6029],[-84.448,31.6034],[-84.4475,31.6039],[-84.447,31.6048],[-84.447,31.6057],[-84.4476,31.6075],[-84.4476,31.6084],[-84.4493,31.6116],[-84.4488,31.613],[-84.4493,31.6134],[-84.4493,31.6143],[-84.4504,31.6143],[-84.4504,31.6152],[-84.4499,31.6166],[-84.4499,31.6175],[-84.4494,31.618],[-84.4494,31.6189],[-84.4499,31.6193],[-84.4505,31.6212],[-84.4505,31.6221],[-84.4328,31.6218],[-84.4016,31.6218],[-84.3887,31.6215],[-84.3699,31.6213],[-84.3435,31.6211],[-84.3182,31.6214],[-84.3005,31.6216],[-84.2978,31.6217],[-84.2892,31.6218],[-84.2553,31.6221],[-84.2499,31.6222],[-84.2317,31.6224],[-84.2048,31.6222],[-84.1994,31.6223],[-84.1924,31.6224],[-84.1801,31.6225],[-84.1575,31.6228],[-84.144,31.6229],[-84.1328,31.623],[-84.1306,31.623],[-84.108,31.6232],[-84.0983,31.6233],[-84.0822,31.623],[-84.0532,31.6233],[-84.043,31.6234],[-84.0424,31.6248],[-84.0425,31.6275],[-84.0414,31.6298],[-84.0409,31.6312],[-84.0409,31.6326],[-84.0409,31.6335],[-84.0394,31.6353],[-84.0367,31.6367],[-84.0362,31.6376],[-84.0351,31.6385],[-84.0351,31.6404],[-84.0351,31.6413],[-84.0341,31.6431],[-84.0335,31.6436],[-84.033,31.6436],[-84.0309,31.6431],[-84.0303,31.6427],[-84.0298,31.6436],[-84.0293,31.6445],[-84.0293,31.6455],[-84.0298,31.6468],[-84.0293,31.6477],[-84.0288,31.6486],[-84.0282,31.6487],[-84.0266,31.6491],[-84.025,31.6491],[-84.0229,31.6496],[-84.0218,31.6501],[-84.0213,31.6501],[-84.0196,31.6496],[-84.0186,31.6501]]]},\"properties\":{\"name\":\"Dougherty\",\"state\":\"GA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c90","contributors":{"authors":[{"text":"Wait, Robert L.","contributorId":12839,"corporation":false,"usgs":true,"family":"Wait","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145936,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2727,"text":"wsp1475N - 1963 - Hydrology of stock-water development on the public domain of western Utah","interactions":[],"lastModifiedDate":"2017-09-06T18:19:14","indexId":"wsp1475N","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":"N","title":"Hydrology of stock-water development on the public domain of western Utah","docAbstract":"<p>A geologic and hydrologic reconnaissance was made on the public domain of western Utah to appraise the water resources of the area and to provide a basis for locating and developing sources of stock water. The study area includes the Bonneville, Pahvant, and Virgin Grazing Districts, in parts of Tooele, Utah, Juab, Millard, Beaver, Iron, and Washington Counties, Utah.</p><p>Western Utah is in the Great Basin section of the Basin and Range physiographic province and is typified by northward-trending parallel mountain ranges, and basins of interior drainage. Precipitation ranges from 5 to 9 inches annually in most of the valleys but in some places it is as much as 15 or 16 inches and probably is considerably greater in the mountains.</p><p>The valleys of western Utah have been classified in the report according to their hydrologic and topographic characteristics. The Great Salt Lake valley and the Sevier Lake valley are closed or terminal valleys having no outlet for the discharge of water except by evaporation. Such valleys are topographically closed and hydrologically undrained. Valleys tributary to these terminal valleys are topographically open valleys from which water is discharged by gravity flow to the terminal valley. Quality of ground water in the valleys of western Utah depends upon the valley type and place where the water is sampled with respect to the body of ground water in the valley fill. Quality of the water in the drained parts of the valleys is usually good whereas water in the undrained parts of the valleys may be heavily charged with dissolved mineral contaminants. Limits of tolerance for use of salt-contaminated water are cited.</p><p>The adequacy of distribution of water supplies in western Utah was determined by application of the service area concept to the existing supplies. Stock-water supplies are obtained from wells, springs, and reservoirs. Most of the wells are in the valleys where water is obtained from valley fill; the depth to water ranges from a few tens of feet to several hundred feet. Ground water generally cannot be obtained in the mountains because the rocks either lack permeability or are drained.</p><p>Data collected in 13 valleys, each valley forming a ground-water unit, are listed in the tables and are used to evaluate the prospects for obtaining additional water supplies.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain (Water Supply Paper 1475)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1475N","usgsCitation":"Snyder, C., 1963, Hydrology of stock-water development on the public domain of western Utah: U.S. Geological Survey Water Supply Paper 1475, Report: iv, 50 p.; Plate: 19.00 x 35.50 inches, https://doi.org/10.3133/wsp1475N.","productDescription":"Report: iv, 50 p.; Plate: 19.00 x 35.50 inches","startPage":"487","endPage":"536","numberOfPages":"57","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138956,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475n/report-thumb.jpg"},{"id":29135,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475n/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29136,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475n/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","publicComments":"Prepared as part of the soil and moisture program of the Department of the Interior","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602036","contributors":{"authors":[{"text":"Snyder, Charles T.","contributorId":53767,"corporation":false,"usgs":true,"family":"Snyder","given":"Charles T.","affiliations":[],"preferred":false,"id":145673,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2966,"text":"wsp1576D - 1963 - Ground water for irrigation in part of the Fort Hall Indian Reservation, Idaho","interactions":[],"lastModifiedDate":"2024-07-31T21:57:05.62565","indexId":"wsp1576D","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":"1576","chapter":"D","title":"Ground water for irrigation in part of the Fort Hall Indian Reservation, Idaho","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1576D","usgsCitation":"West, S.W., and Kilburn, C., 1963, Ground water for irrigation in part of the Fort Hall Indian Reservation, Idaho: U.S. Geological Survey Water Supply Paper 1576, Report: iv, 33 p.; 3 Plates: 32.00 x 31.00 inches or smaller, https://doi.org/10.3133/wsp1576D.","productDescription":"Report: iv, 33 p.; 3 Plates: 32.00 x 31.00 inches or smaller","costCenters":[],"links":[{"id":431768,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24756.htm","linkFileType":{"id":5,"text":"html"}},{"id":29697,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576d/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29696,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29695,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139270,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1576d/report-thumb.jpg"},{"id":29698,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1576d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Fort Hall Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -112.056,\n              43.25\n            ],\n            [\n              -112.666,\n              43.25\n            ],\n            [\n              -112.666,\n              42.848\n            ],\n            [\n              -112.056,\n              42.848\n            ],\n            [\n              -112.056,\n              43.25\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd62","contributors":{"authors":[{"text":"West, Sam W.","contributorId":64234,"corporation":false,"usgs":true,"family":"West","given":"Sam","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":146059,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kilburn, Chabot","contributorId":83499,"corporation":false,"usgs":true,"family":"Kilburn","given":"Chabot","email":"","affiliations":[],"preferred":false,"id":146060,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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}]}}
,{"id":64212,"text":"gp313 - 1963 - Aeromagnetic map of the Phoenix quadrangle, Keweenaw County, Michigan","interactions":[],"lastModifiedDate":"2012-02-10T00:10:53","indexId":"gp313","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"313","title":"Aeromagnetic map of the Phoenix quadrangle, Keweenaw County, Michigan","language":"ENGLISH","doi":"10.3133/gp313","usgsCitation":"Balsley, J.R., Meuschke, J.L., and Blanchett, J., 1963, Aeromagnetic map of the Phoenix quadrangle, Keweenaw County, Michigan: U.S. Geological Survey Geophysical Investigations Map 313, 1 map., https://doi.org/10.3133/gp313.","productDescription":"1 map.","costCenters":[],"links":[{"id":250760,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gp/0313/report.pdf","size":"29","linkFileType":{"id":1,"text":"pdf"}},{"id":250761,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0313/plate-1.pdf","size":"1682","linkFileType":{"id":1,"text":"pdf"}},{"id":254257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gp/0313/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.36749999999999,47.3675 ], [ -88.36749999999999,47.5 ], [ -88.25,47.5 ], [ -88.25,47.3675 ], [ -88.36749999999999,47.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691b35","contributors":{"authors":[{"text":"Balsley, James R.","contributorId":10010,"corporation":false,"usgs":true,"family":"Balsley","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":270212,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meuschke, J. L.","contributorId":53349,"corporation":false,"usgs":true,"family":"Meuschke","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":270213,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blanchett, Jean","contributorId":91177,"corporation":false,"usgs":true,"family":"Blanchett","given":"Jean","email":"","affiliations":[],"preferred":false,"id":270214,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":63011,"text":"gq199 - 1963 - Bedrock geology of the Mount Carmel quadrangle, Connecticut","interactions":[],"lastModifiedDate":"2012-02-10T00:10:46","indexId":"gq199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"199","title":"Bedrock geology of the Mount Carmel quadrangle, Connecticut","language":"ENGLISH","doi":"10.3133/gq199","usgsCitation":"Fritts, C., 1963, Bedrock geology of the Mount Carmel quadrangle, Connecticut: U.S. Geological Survey Geologic Quadrangle 199, 1 map., https://doi.org/10.3133/gq199.","productDescription":"1 map.","costCenters":[],"links":[{"id":102200,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_649.htm","linkFileType":{"id":5,"text":"html"},"description":"649"},{"id":249145,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0199/report.pdf","size":"34","linkFileType":{"id":1,"text":"pdf"}},{"id":252146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0199/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -73,41.3675 ], [ -73,41.5 ], [ -72.86749999999999,41.5 ], [ -72.86749999999999,41.3675 ], [ -73,41.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6340b7","contributors":{"authors":[{"text":"Fritts, Crawford E.","contributorId":87619,"corporation":false,"usgs":true,"family":"Fritts","given":"Crawford E.","affiliations":[],"preferred":false,"id":268194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":62194,"text":"gq237 - 1963 - Geology of the Hadley quadrangle, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:50","indexId":"gq237","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"237","title":"Geology of the Hadley quadrangle, Kentucky","language":"ENGLISH","doi":"10.3133/gq237","usgsCitation":"Rainey, H., 1963, Geology of the Hadley quadrangle, Kentucky: U.S. Geological Survey Geologic Quadrangle 237, 1 map :col. ;76 x 86 cm., https://doi.org/10.3133/gq237.","productDescription":"1 map :col. ;76 x 86 cm.","costCenters":[],"links":[{"id":102242,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_691.htm","linkFileType":{"id":5,"text":"html"},"description":"691"},{"id":248379,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0237/report.pdf","size":"35","linkFileType":{"id":1,"text":"pdf"}},{"id":253357,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0237/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -86.61749999999999,37 ], [ -86.61749999999999,37.1175 ], [ -86.5,37.1175 ], [ -86.5,37 ], [ -86.61749999999999,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68002b","contributors":{"authors":[{"text":"Rainey, Henry C.","contributorId":23631,"corporation":false,"usgs":true,"family":"Rainey","given":"Henry C.","affiliations":[],"preferred":false,"id":267051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14805,"text":"ofr6388 - 1963 - Stratigraphic sections and correlation of beds in the Inyan Kara Group and Morrison Formation, north end of the Black Hills, Crook County, Wyoming, and Butte County, South Dakota","interactions":[{"subject":{"id":14805,"text":"ofr6388 - 1963 - Stratigraphic sections and correlation of beds in the Inyan Kara Group and Morrison Formation, north end of the Black Hills, Crook County, Wyoming, and Butte County, South Dakota","indexId":"ofr6388","publicationYear":"1963","noYear":false,"title":"Stratigraphic sections and correlation of beds in the Inyan Kara Group and Morrison Formation, north end of the Black Hills, Crook County, Wyoming, and Butte County, South Dakota"},"predicate":"SUPERSEDED_BY","object":{"id":6336,"text":"pp404 - 1964 - Stratigraphy and structure of the northern and western flanks of the Black Hills uplift, Wyoming, Montana, and South Dakota","indexId":"pp404","publicationYear":"1964","noYear":false,"title":"Stratigraphy and structure of the northern and western flanks of the Black Hills uplift, Wyoming, Montana, and South Dakota"},"id":1}],"supersededBy":{"id":6336,"text":"pp404 - 1964 - Stratigraphy and structure of the northern and western flanks of the Black Hills uplift, Wyoming, Montana, and South Dakota","indexId":"pp404","publicationYear":"1964","noYear":false,"title":"Stratigraphy and structure of the northern and western flanks of the Black Hills uplift, Wyoming, Montana, and South Dakota"},"lastModifiedDate":"2025-06-06T15:40:24.212762","indexId":"ofr6388","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"63-88","title":"Stratigraphic sections and correlation of beds in the Inyan Kara Group and Morrison Formation, north end of the Black Hills, Crook County, Wyoming, and Butte County, South Dakota","docAbstract":"<p>Descriptions of 47 stratigraphic sections of the Ivan Kara Group and Morrison Formation are given for an area extending from bluffs on the west side of the Belle Fourche River in T. 56 N., R. 64 W., Crook County, Wyo., southeastward across the Bear Lodge Mountains to a point in T. 8 N.,R. 1 E., Butte County, S. Dak.--a distance of about 35 miles. Also given are four sections measured farther southeast in the area between Belle Fourche and Rapid City, South Dakota. The Morrison, Lakota, and Fall River Formations are each subdivided into two parts and the subdivisions are correlated for most of the area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6388","usgsCitation":"Mapel, W.J., and Pillmore, C.L., 1963, Stratigraphic sections and correlation of beds in the Inyan Kara Group and Morrison Formation, north end of the Black Hills, Crook County, Wyoming, and Butte County, South Dakota: U.S. Geological Survey Open-File Report 63-88, Report: 95 p.; 1 Figure: 31.34 x 15.06 inches, https://doi.org/10.3133/ofr6388.","productDescription":"Report: 95 p.; 1 Figure: 31.34 x 15.06 inches","costCenters":[],"links":[{"id":490207,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1963/0088/figure-2.pdf","text":"Figure 2"},{"id":490205,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1963/0088/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148972,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1963/0088/report-thumb.jpg"}],"country":"United States","state":"South Dakota, Wyoming","county":"Butte County, Crook County","otherGeospatial":"Black Hills","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.36958392700953,\n              46.007448387763844\n            ],\n            [\n              -114.04891619384395,\n              46.007448387763844\n            ],\n            [\n              -114.04891619384395,\n              40.81234112978214\n            ],\n            [\n              -96.36958392700953,\n              40.81234112978214\n            ],\n            [\n              -96.36958392700953,\n              46.007448387763844\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae936","contributors":{"authors":[{"text":"Mapel, W. J.","contributorId":92225,"corporation":false,"usgs":true,"family":"Mapel","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pillmore, C. L.","contributorId":46093,"corporation":false,"usgs":true,"family":"Pillmore","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":170047,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":64437,"text":"gp353 - 1963 - Aeromagnetic map of part of the Naknek quadrangle, Alaska","interactions":[{"subject":{"id":41838,"text":"ofr585 - 1958 - Aeromagnetic map of part of the Naknek quadrangle, Alaska","indexId":"ofr585","publicationYear":"1958","noYear":false,"title":"Aeromagnetic map of part of the Naknek quadrangle, Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":64437,"text":"gp353 - 1963 - Aeromagnetic map of part of the Naknek quadrangle, Alaska","indexId":"gp353","publicationYear":"1963","noYear":false,"title":"Aeromagnetic map of part of the Naknek quadrangle, Alaska"},"id":1}],"lastModifiedDate":"2012-02-10T00:10:59","indexId":"gp353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"353","title":"Aeromagnetic map of part of the Naknek quadrangle, Alaska","language":"ENGLISH","doi":"10.3133/gp353","usgsCitation":"Andreasen, G.E., Dempsey, W., and Vargo, J.L., 1963, Aeromagnetic map of part of the Naknek quadrangle, Alaska: U.S. Geological Survey Geophysical Investigations Map 353, 1 map., https://doi.org/10.3133/gp353.","productDescription":"1 map.","costCenters":[],"links":[{"id":104149,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3288.htm","linkFileType":{"id":5,"text":"html"},"description":"3288"},{"id":186714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -157.5,58 ], [ -157.5,59 ], [ -156.25,59 ], [ -156.25,58 ], [ -157.5,58 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db69794e","contributors":{"authors":[{"text":"Andreasen, G. E.","contributorId":105315,"corporation":false,"usgs":true,"family":"Andreasen","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":270910,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dempsey, W.J.","contributorId":13988,"corporation":false,"usgs":true,"family":"Dempsey","given":"W.J.","affiliations":[],"preferred":false,"id":270909,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Vargo, J. L.","contributorId":108198,"corporation":false,"usgs":true,"family":"Vargo","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":270911,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":63267,"text":"gq266 - 1963 - Geology of the Hazel Green quadrangle, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:12:46","indexId":"gq266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"266","title":"Geology of the Hazel Green quadrangle, Kentucky","language":"ENGLISH","doi":"10.3133/gq266","usgsCitation":"Cashion, W.B., 1963, Geology of the Hazel Green quadrangle, Kentucky: U.S. Geological Survey Geologic Quadrangle 266, 1 map :col. ;on sheet 79 x 89 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/gq266.","productDescription":"1 map :col. ;on sheet 79 x 89 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":102272,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_721.htm","linkFileType":{"id":5,"text":"html"},"description":"721"},{"id":249373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0266/report.pdf","size":"36","linkFileType":{"id":1,"text":"pdf"}},{"id":252772,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0266/report-thumb.jpg"}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db67ffb8","contributors":{"authors":[{"text":"Cashion, William Bryan","contributorId":56704,"corporation":false,"usgs":true,"family":"Cashion","given":"William","email":"","middleInitial":"Bryan","affiliations":[],"preferred":false,"id":268581,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68458,"text":"ha70 - 1963 - Floods in Aurora North Quadrangle, Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:26","indexId":"ha70","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"70","title":"Floods in Aurora North Quadrangle, Illinois","language":"ENGLISH","doi":"10.3133/ha70","usgsCitation":"Ellis, D.W., Allen, H., and Noehre, A.W., 1963, Floods in Aurora North Quadrangle, Illinois: U.S. Geological Survey Hydrologic Atlas 70, 1 col. map ;58 x 43 cm., on sheet 79 x 104 cm., https://doi.org/10.3133/ha70.","productDescription":"1 col. map ;58 x 43 cm., on sheet 79 x 104 cm.","costCenters":[],"links":[{"id":186354,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89995,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/070/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.36749999999999,41.75 ], [ -88.36749999999999,41.8675 ], [ -88.25,41.8675 ], [ -88.25,41.75 ], [ -88.36749999999999,41.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d7b1","contributors":{"authors":[{"text":"Ellis, Davis W.","contributorId":98297,"corporation":false,"usgs":true,"family":"Ellis","given":"Davis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278266,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278264,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278265,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}