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G.","contributorId":88708,"corporation":false,"usgs":true,"family":"Yates","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":265285,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ford, A.E.","contributorId":8170,"corporation":false,"usgs":true,"family":"Ford","given":"A.E.","email":"","affiliations":[],"preferred":false,"id":265284,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3752,"text":"cir433 - 1960 - Time, distance, and drawdown relationships in a pumped ground-water basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir433","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"433","title":"Time, distance, and drawdown relationships in a pumped ground-water basin","docAbstract":"Several reasonable values are assumed for coefficients of transmissibility and storage of lenticular alluvial deposits, These values when substituted in the Theis (1935) nonequilibrium formula as modified by Wenzel (1942) give curves from which time, distance, drawdown relationships are estimated.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir433","usgsCitation":"Kunkel, F., 1960, Time, distance, and drawdown relationships in a pumped ground-water basin: U.S. Geological Survey Circular 433, 8 p. :ill. ;27 cm. + graphs in back pocket., https://doi.org/10.3133/cir433.","productDescription":"8 p. :ill. ;27 cm. + graphs in back pocket.","costCenters":[],"links":[{"id":118313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1960/0433/report-thumb.jpg"},{"id":30813,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1960/0433/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47a3e4b07f02db49671f","contributors":{"authors":[{"text":"Kunkel, Fred","contributorId":47766,"corporation":false,"usgs":true,"family":"Kunkel","given":"Fred","email":"","affiliations":[],"preferred":false,"id":147534,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2955,"text":"wsp1561 - 1960 - Surface water supply of the United States, 1958, Part 7, lower Mississippi River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1561","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","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":"1561","title":"Surface water supply of the United States, 1958, Part 7, lower Mississippi River Basin","language":"ENGLISH","publisher":"U.S. Government Printing Office,","doi":"10.3133/wsp1561","usgsCitation":"Wells, J.V., 1960, Surface water supply of the United States, 1958, Part 7, lower Mississippi River Basin: U.S. Geological Survey Water Supply Paper 1561, xi, 553 p. :tables ;25 cm., https://doi.org/10.3133/wsp1561.","productDescription":"xi, 553 p. :tables ;25 cm.","costCenters":[],"links":[{"id":138967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1561/report-thumb.jpg"},{"id":29664,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1561/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696044","contributors":{"authors":[{"text":"Wells, J. V. B.","contributorId":57037,"corporation":false,"usgs":true,"family":"Wells","given":"J.","email":"","middleInitial":"V. B.","affiliations":[],"preferred":false,"id":146041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2411,"text":"wsp1459G - 1960 - Iron content of selected water and land plants","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1459G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","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":"1459","chapter":"G","title":"Iron content of selected water and land plants","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1459G","usgsCitation":"Oborn, E.T., 1960, Iron content of selected water and land plants: U.S. Geological Survey Water Supply Paper 1459, iii, 191-211 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1459G.","productDescription":"iii, 191-211 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":139074,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1459g/report-thumb.jpg"},{"id":28413,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1459g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66731c","contributors":{"authors":[{"text":"Oborn, Eugene T.","contributorId":21937,"corporation":false,"usgs":true,"family":"Oborn","given":"Eugene","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145159,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3783,"text":"cir424 - 1960 - Ground-water supplies in shale and sandstone in Fairfax, Loudoun, and Prince William Counties, Virginia","interactions":[],"lastModifiedDate":"2018-01-02T20:38:28","indexId":"cir424","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"424","title":"Ground-water supplies in shale and sandstone in Fairfax, Loudoun, and Prince William Counties, Virginia","docAbstract":"The Triassic rocks of northern Virginia may be a potential source of moderately large supplies of ground water for municipal end industrial use if the performance of two deep wells drilled at the site of the new Dulles International Airport is a criterion. These two wells produced 327 and 600 gpm (gallons per minute) from depths of 860-and 955 feet in sedimentary rocks in an immediate area where the previous maximum depth reported was 180 feet and the maximum yield 12 gpm. \r\n\r\nChemical analyses of the water indicates that it is extremely hard--533 and 500 ppm (parts per million) in the two wells--and would require treatment to be satisfactory for domestic and some industrial uses. However, water of better quality may be present at greater depths, and it may be possible to case off the more highly mineralized water. Further exploration and sampling of water from various depths will be necessary for efficient development of the Triassic groundwater reservoir.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir424","usgsCitation":"Johnston, P.M., 1960, Ground-water supplies in shale and sandstone in Fairfax, Loudoun, and Prince William Counties, Virginia: U.S. Geological Survey Circular 424, iv, 7 p. :map, tables. ;27cm., https://doi.org/10.3133/cir424.","productDescription":"iv, 7 p. :map, tables. ;27cm.","costCenters":[],"links":[{"id":30855,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1960/0424/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1960/0424/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a463","contributors":{"authors":[{"text":"Johnston, Paul McKelvey","contributorId":8828,"corporation":false,"usgs":true,"family":"Johnston","given":"Paul","email":"","middleInitial":"McKelvey","affiliations":[],"preferred":false,"id":147591,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2924,"text":"wsp1500 - 1960 - Quantity and quality of surface waters of Alaska, 1957","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1500","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","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":"1500","title":"Quantity and quality of surface waters of Alaska, 1957","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1500","usgsCitation":"Wells, J.V., and Love, S.K., 1960, Quantity and quality of surface waters of Alaska, 1957: U.S. Geological Survey Water Supply Paper 1500, vi, 97 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1500.","productDescription":"vi, 97 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":139011,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1500/report-thumb.jpg"},{"id":29633,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1500/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ac4c","contributors":{"authors":[{"text":"Wells, J. 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The river and its principal tributaries rise in the Bighorn Mountains, and the confluence of this northward-flowing stream with the Bighorn River is near the east edge of Hardin, Mont. The normal annual precipitation ranges from about 12 inches in the northern part of the area to 15 inches in the southern part. The economy of the area is founded principally on farming, much of the low-lying land adjacent to the river being irrigated. The irrigated land is within the Crow Indian Reservation, although a part is privately owned. The bedrock formations exposed in the area are of Cretaceous age and include the Parkman sandstone, Claggett shale, Eagle sandstone, Telegraph Creek shale, and Cody shale. The Cloverly formation, Tensleep sandstone, and Madison limestone, which underlie but are not exposed in the area, and the Parkman sandstone in the southern half of the area appear to be the principal bedrock aquifers. All except the Parkman lie at depths ranging from a few feet to several thousand feet, and all appear to be capable of yielding water in commercial quantities. Some of the other formations arc capable of yielding enough water for domestic and stock needs. The river alluvium of Recent age and the Pleistocene terrace deposits are the principal unconsolidated formations in the area with respect to water supply and drainage. Wells yielding as much as 100 gallons per minute may be developed in favorable areas. Pumping tests reveal that the transmissibility of the coarser unconsolidated materials probably ranges from about 15,000 to 30,000 gallons per day per foot. Two tests of the Parkman sandstone showed transmissibilities of 6,000 and 20,000 gallons per day per foot. Although a test of the Cloverly formation showed a transmissibility of only 3,000 gallons per day per foot, the high artesian pressure--80 pounds per square inch at the land surface--in the Cloverly caused the tested well to yield about 200 gallons per minute by natural flow; this is greater than the yield of any other single well in the area. Textural properties were compared with the hydraulic properties determined by laboratory tests to show the relation between different types of waterbearing materials. Materials classified as heavy soils-normally somewhat dense and impervious-had an average permeability of 7.2 gallons per day per square foot, which was more than expected. One sample of very coarse alluvial material had a permeability of 6,000 gallons per day per square foot. The depth to water beneath irrigation units was mapped, thus showing the waterlogged areas. Waterlogging is not a serious problem where the water table is more than 6 feet below the land surface. For the drainage studies the unconsolidated deposits are classified in two zones-coarse-grained sediments resting on the relatively impermeable bedrock floor and overlying fine-grained sediments which extend to the land surface. The transmissibility of the coarse-sediment zone generally is many times greater than that of the fine-sediment zone. Because in many places drains could not be economically dug deep enough to enter the coarse zone, the study of the effectiveness of drainage completed in the fine zone received much attention. The studies showed that, despite a considerable thickness of fine-grained sediments between the bottom of the drain and the top of the coarse zone, drainage ditches frequently were effective in relieving waterlogging of fields nearby. Pilot relief wells installed in existing drains showed that the effectiveness of some drains could be increased appreciably by installing a series of relief wells. Records of fluctuations of water levels in 196 observation wells and water-level contour maps were studied to show the principal areas of recharge and discharge in the irrigable areas.
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