Prepared by the U.S. Geological Survey and the Arabian American Oil Company under the joint sponsorship of the Kingdom of Saudi Arabia and the U.S. Department of State.
","language":"English, Arabic","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i215A","usgsCitation":"Elberg, E., Gierhart, R.D., and Ramirez, L.F., 1963, Geologic map of the eastern Rub Al Khali quadrangle, Kingdom of Saudi Arabia: U.S. Geological Survey IMAP 215, 1 map., https://doi.org/10.3133/i215A.","productDescription":"1 map.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":189413,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260746,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0215a/plate-1.pdf"}],"scale":"500000","country":"Saudi Arabia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 54,\n 20\n ],\n [\n 54,\n 24\n ],\n [\n 57,\n 24\n ],\n [\n 57,\n 20\n ],\n [\n 54,\n 20\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688ae7","contributors":{"authors":[{"text":"Elberg, E.L. 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Off.,","doi":"10.3133/pp380","usgsCitation":"Berryhill, H.L., 1963, Geology and coal resources of Belmont County, Ohio: U.S. Geological Survey Professional Paper 380, 113 p., https://doi.org/10.3133/pp380.","productDescription":"113 p.","costCenters":[],"links":[{"id":117938,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0380/report-thumb.jpg"},{"id":32244,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32245,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32246,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32247,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32248,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32249,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32250,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32251,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32252,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32253,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32254,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32255,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32256,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32257,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32258,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32259,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32260,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32261,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32262,"rank":418,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-19.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32263,"rank":419,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-20.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32264,"rank":420,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-21.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32265,"rank":421,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-22.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32266,"rank":422,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-23.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32267,"rank":423,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-24.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32268,"rank":424,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-25.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32269,"rank":425,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-26.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32270,"rank":426,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-27.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32271,"rank":427,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-28.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32272,"rank":428,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0380/plate-29.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32273,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0380/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686245","contributors":{"authors":[{"text":"Berryhill, Henry L. Jr.","contributorId":86753,"corporation":false,"usgs":true,"family":"Berryhill","given":"Henry","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":151460,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2602,"text":"wsp1669E - 1963 - Ground-water resources and geology of the Lyman-Mountain View area, Uinta County, Wyoming","interactions":[{"subject":{"id":2602,"text":"wsp1669E - 1963 - Ground-water resources and geology of the Lyman-Mountain View area, Uinta County, Wyoming","indexId":"wsp1669E","publicationYear":"1963","noYear":false,"chapter":"E","title":"Ground-water resources and geology of the Lyman-Mountain View area, Uinta County, Wyoming"},"predicate":"IS_PART_OF","object":{"id":76866,"text":"wsp1669 - 1964 - Contributions to the hydrology of the United States, 1962","indexId":"wsp1669","publicationYear":"1964","noYear":false,"title":"Contributions to the hydrology of the United States, 1962"},"id":1}],"isPartOf":{"id":76866,"text":"wsp1669 - 1964 - Contributions to the hydrology of the United States, 1962","indexId":"wsp1669","publicationYear":"1964","noYear":false,"title":"Contributions to the hydrology of the United States, 1962"},"lastModifiedDate":"2023-03-13T20:42:16.560743","indexId":"wsp1669E","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":"E","title":"Ground-water resources and geology of the Lyman-Mountain View area, Uinta County, Wyoming","docAbstract":"No abstract available.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962 (Water Supply Paper 1669)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1669E","usgsCitation":"Robinove, C.J., and Cummings, T.R., 1963, Ground-water resources and geology of the Lyman-Mountain View area, Uinta County, Wyoming: U.S. Geological Survey Water Supply Paper 1669, iv, 43 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1669E.","productDescription":"iv, 43 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":28884,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28883,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138701,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669e/report-thumb.jpg"},{"id":414046,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24865.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Wyoming","county":"Uinta County","otherGeospatial":"Lyman-Mountain View area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -110.203,\n 41.406\n ],\n [\n -110.203,\n 41.683\n ],\n [\n -110.55,\n 41.683\n ],\n [\n -110.55,\n 41.406\n ],\n [\n -110.203,\n 41.406\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660379","contributors":{"authors":[{"text":"Robinove, Charles Joseph","contributorId":71153,"corporation":false,"usgs":true,"family":"Robinove","given":"Charles","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":145477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. Ray","contributorId":20722,"corporation":false,"usgs":true,"family":"Cummings","given":"T.","email":"","middleInitial":"Ray","affiliations":[],"preferred":false,"id":145476,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":"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.
\nThe 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.
\nSince 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.
\nDuring 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.
","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":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":"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.
\nThe 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.
\nThe 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.
\nThe 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.
\nThe 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.
\nAbout 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.
","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":2613,"text":"wsp1619N - 1963 - Geology and occurrence of ground water in Lyon County, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T11:11:34","indexId":"wsp1619N","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":"N","title":"Geology and occurrence of ground water in Lyon County, Minnesota","docAbstract":"Lyon County is in southwestern Minnesota, mostly within the drainage basin of the Minnesota River. The basement rocks in the area consist largely of Precambrian granite and quartzite. These are overlain locally by flat-lying Upper Cretaceous strata composed of thick sections of soft dark-bluish-gray shale and some thin beds of loosely consolidated sandstone. The Cretaceous strata are more than 500 feet thick near the center of the county but gradually pinch out toward the northeast and southwest against the highs of the Precambrian bedrock surface. Glacial drift overlies the Precambrian and Cretaceous rocks and forms the surface of the area. The drift consists largely of till and ranges in thickness from about 10 feet in the north and northeast to approximately 550 feet in the southwest. The most prominent surflcial glacial deposits are five southeast-trending end moraines, two of which are associated with, and parallel to, relatively extensive belts of outwash. Recent deposits averaging less than 20 feet in thickness overlie the glacial drift in stream valleys.
\nThe principal aquifers in Lyon County are glacial-melt-water deposits of sand and gravel, and sandstone of Cretaceous age. The underlying Precambrian rocks and the Recent alluvium are of only local importance as water sources.
\nMelt-water deposits composed of stratified clay and silt as well as sand and gravel occur in channels having surficial expression, in buried channels having no direct surface expression, and as small isolated bodies within the till. Well logs of test holes show that the buried melt-water channels are generally parallel to the surflcial channels. However, melt-water deposits are not necessarily confined to the area beneath the surflcial channel but may extend laterally 1 mile or more beyond its limits. Sand and gravel are commonly interbedded with other melt-water materials. They range in thickness from 10 to 75 feet, are usually less than 1 mile in width, and may be as much as 8 miles in length. Although these aquifers are extensive, they underlie less than 10 percent of the county area. In most places, water from the drift is obtained from small isolated bodies of sand and gravel within the till.
\nWater in the glacial drift is usually very hard (more than 500 parts per million) and low in chlorides (less than 50 parts per million). Drift wells generally yield from 2 to 30 gallons per minute; however, in areas where wells tap melt-water-channel deposits, sustained yields of as much as 500 gallons per minute are obtained.
\nThe sandstone beds of Cretaceous age occur between the Precambrian bedrock surface and an altitude of 825 feet as a basal sandstone, between altitudes of 890 and 1.020 feet, and between altitudes of 1,050 and 1,160 feet. Water-well data, supplemented by test drilling, show that each of these stratigraphic intervals is developed only in the county. The sandstone beds are of low permeability and are usually less than 2 feet thick, but they may be more than 20 feet thick in places. Water from these aquifers range in quality from soft (less than 60 parts per million) to very hard (more than 500 parts per million) and may contain excessive amounts of chloride (500 to 2,000 parts per million). Wells tapping rocks of Cretaceous age usually yield 2 to 7 gallons per minute, but in areas where the sandstone beds are thicker or hydrologically interrelated with aquifers of other geologic units, yields of as much as 75 gallons per minute have been obtained.
\nLarge quantities of ground water are available from melt-water channels in the county. Moderate quantities, adequate for domestic and small industrial needs, are available from many of the small isolated deposits of sand and gravel in the till. Small quantities of ground water, adequate only for domestic supply, generally can be obtained from Cretaceous sandstone.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1619N","collaboration":"Prepared in cooperation with the Division of Waters, Minnesota Department of Conservation and the Marshall Municipal Utilities, Marshall, Minnesota","usgsCitation":"Rodis, H.G., 1963, Geology and occurrence of ground water in Lyon County, Minnesota: U.S. Geological Survey Water Supply Paper 1619, Document: iv, 41 p.; Plate: 27 x 22 inches, https://doi.org/10.3133/wsp1619N.","productDescription":"Document: iv, 41 p.; Plate: 27 x 22 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":138832,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619n/report-thumb.jpg"},{"id":28901,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619n/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619n/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Lyon County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-96.0914,44.631],[-95.6023,44.6309],[-95.6028,44.5433],[-95.5938,44.5434],[-95.5921,44.1964],[-96.0628,44.1987],[-96.0788,44.1993],[-96.0747,44.5455],[-96.0932,44.5456],[-96.0914,44.631]]]},\"properties\":{\"name\":\"Lyon\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6848a1","contributors":{"authors":[{"text":"Rodis, Harry G.","contributorId":25141,"corporation":false,"usgs":true,"family":"Rodis","given":"Harry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145494,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2691,"text":"wsp1498G - 1963 - Some effects of fine sediment on flow phenomena","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"wsp1498G","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":"1498","chapter":"G","title":"Some effects of fine sediment on flow phenomena","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Studies in flow in alluvial channels","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wsp1498G","isbn":"pbk","usgsCitation":"Simons, D., Richardson, E., and Haushild, W., 1963, Some effects of fine sediment on flow phenomena: U.S. Geological Survey Water Supply Paper 1498, vii, 47 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1498G.","productDescription":"vii, 47 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1498g/report-thumb.jpg"},{"id":29048,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1498g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e939e","contributors":{"authors":[{"text":"Simons, Daryl B.","contributorId":35715,"corporation":false,"usgs":true,"family":"Simons","given":"Daryl B.","affiliations":[],"preferred":false,"id":145616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Richardson, E.V.","contributorId":105697,"corporation":false,"usgs":true,"family":"Richardson","given":"E.V.","email":"","affiliations":[],"preferred":false,"id":145618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Haushild, W.L.","contributorId":48953,"corporation":false,"usgs":true,"family":"Haushild","given":"W.L.","affiliations":[],"preferred":false,"id":145617,"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":"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.
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.
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.
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.
","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":"A, Map of East Creek Valley showing area underlain by alluvium; B, 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. 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