No abstract available.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Folio of the Aspen quadrangle, Colorado","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i785D","usgsCitation":"Bryant, B., 1972, Map showing mines, prospects, and areas of significant silver, lead, and zinc production in the Aspen quadrangle, Pitkin County, Colorado: U.S. Geological Survey IMAP 785, 1 Plate: 31.67 × 26.88 inches, https://doi.org/10.3133/i785D.","productDescription":"1 Plate: 31.67 × 26.88 inches","costCenters":[],"links":[{"id":255229,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0785d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255230,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0785d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":390541,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9601.htm"},{"id":255231,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0785d/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Colorado","county":"Pitkin County","otherGeospatial":"Aspen quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -106.875,39.1275 ], [ -106.875,39.25 ], [ -106.75,39.25 ], [ -106.75,39.1275 ], [ -106.875,39.1275 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605cbc","contributors":{"authors":[{"text":"Bryant, Bruce bbryant@usgs.gov","contributorId":1355,"corporation":false,"usgs":true,"family":"Bryant","given":"Bruce","email":"bbryant@usgs.gov","affiliations":[],"preferred":false,"id":272249,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61841,"text":"gq1033 - 1972 - Geologic map of the Clementsville quadrangle, Casey and Adair Counties, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:32","indexId":"gq1033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1033","title":"Geologic map of the Clementsville quadrangle, Casey and Adair Counties, Kentucky","language":"ENGLISH","doi":"10.3133/gq1033","usgsCitation":"Taylor, A.R., and Lewis, R., 1972, Geologic map of the Clementsville quadrangle, Casey and Adair Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle 1033, 1 map., https://doi.org/10.3133/gq1033.","productDescription":"1 map.","costCenters":[],"links":[{"id":107477,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10578.htm","linkFileType":{"id":5,"text":"html"},"description":"10578"},{"id":248132,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1033/report.pdf","size":"41","linkFileType":{"id":1,"text":"pdf"}},{"id":252875,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1033/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -85.11749999999999,37.25 ], [ -85.11749999999999,37.3675 ], [ -85,37.3675 ], [ -85,37.25 ], [ -85.11749999999999,37.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69ba25","contributors":{"authors":[{"text":"Taylor, Alfred R.","contributorId":27024,"corporation":false,"usgs":true,"family":"Taylor","given":"Alfred","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":266437,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Richard Quintin","contributorId":91097,"corporation":false,"usgs":true,"family":"Lewis","given":"Richard Quintin","affiliations":[],"preferred":false,"id":266438,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":62251,"text":"gq1043 - 1972 - Geologic map of the Maud quadrangle, Nelson and Washington Counties, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:46","indexId":"gq1043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1043","title":"Geologic map of the Maud quadrangle, Nelson and Washington Counties, Kentucky","language":"ENGLISH","doi":"10.3133/gq1043","usgsCitation":"Peterson, W.L., 1972, Geologic map of the Maud quadrangle, Nelson and Washington Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle 1043, 1 map., https://doi.org/10.3133/gq1043.","productDescription":"1 map.","costCenters":[],"links":[{"id":107487,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10588.htm","linkFileType":{"id":5,"text":"html"},"description":"10588"},{"id":248435,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1043/report.pdf","size":"37","linkFileType":{"id":1,"text":"pdf"}},{"id":253413,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1043/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -85.36749999999999,37.75 ], [ -85.36749999999999,37.8675 ], [ -85.25,37.8675 ], [ -85.25,37.75 ], [ -85.36749999999999,37.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696c02","contributors":{"authors":[{"text":"Peterson, Warren Lee","contributorId":68303,"corporation":false,"usgs":true,"family":"Peterson","given":"Warren","email":"","middleInitial":"Lee","affiliations":[],"preferred":false,"id":267141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":62350,"text":"gq1030 - 1972 - Geologic map of the Clinton quadrangle, Hickman County, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:46","indexId":"gq1030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1030","title":"Geologic map of the Clinton quadrangle, Hickman County, Kentucky","language":"ENGLISH","doi":"10.3133/gq1030","usgsCitation":"Olive, W.W., 1972, Geologic map of the Clinton quadrangle, Hickman County, Kentucky: U.S. Geological Survey Geologic Quadrangle 1030, 1 map., https://doi.org/10.3133/gq1030.","productDescription":"1 map.","costCenters":[],"links":[{"id":107474,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10575.htm","linkFileType":{"id":5,"text":"html"},"description":"10575"},{"id":248528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1030/report.pdf","size":"37","linkFileType":{"id":1,"text":"pdf"}},{"id":253589,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1030/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89,36.6175 ], [ -89,36.75 ], [ -88.86749999999999,36.75 ], [ -88.86749999999999,36.6175 ], [ -89,36.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69ca48","contributors":{"authors":[{"text":"Olive, Wilds W.","contributorId":51302,"corporation":false,"usgs":true,"family":"Olive","given":"Wilds","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":267265,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1678,"text":"wsp1970A - 1972 - Floods of May 1968 in south Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1970A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1970","chapter":"A","title":"Floods of May 1968 in south Arkansas","docAbstract":"The floods of May 1968 in south Arkansas produced the greatest peak discharges in the history of recorded streamflow at several gaging stations. Most notable of these floods was on Cossatot River near DeQueen, which has a continuous record since 1938. The peak discharge of 122,000 cubic feet per second was almost twice the previous maximum discharge of 62,000 cubic feet per second in 1961. At Lake Greeson near Murfreesboro, water flowed over the spillway for the first time since construction of the dam in 1949. The lake reached au elevation of 564.60 feet, which is 1.60 feet above the spillway crest. The previous maximum stage of 557.84 feet occurred in 1953. No lives were lost as a result of the flood, but property damage amounted to about .$18 million. \r\n\r\nHeavy rains began on May 7 and continued to May 18. The periods of heaviest rainfall were May 9-10, 13, and 16-17. The maximum 24-hour rainfall recorded was 10.1 inches at Gillham Dam near DeQueen on May 13.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1970A","usgsCitation":"Gilstrap, R., 1972, Floods of May 1968 in south Arkansas: U.S. Geological Survey Water Supply Paper 1970, vi, 94 p. :illus., maps (1 fold. in pocket) ;24 cm., https://doi.org/10.3133/wsp1970A.","productDescription":"vi, 94 p. :illus., maps (1 fold. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138263,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1970a/report-thumb.jpg"},{"id":26754,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1970a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1970a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5df95a","contributors":{"authors":[{"text":"Gilstrap, R.C.","contributorId":23124,"corporation":false,"usgs":true,"family":"Gilstrap","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":143962,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25035,"text":"pp787 - 1972 - The Borrego Mountain earthquake of April 9, 1968","interactions":[{"subject":{"id":44168,"text":"ofr70349 - 1970 - Surface breaks formed at the time of and following the Borrego Mountain, California, earthquake of April 8, 1968","indexId":"ofr70349","publicationYear":"1970","noYear":false,"title":"Surface breaks formed at the time of and following the Borrego Mountain, California, earthquake of April 8, 1968"},"predicate":"SUPERSEDED_BY","object":{"id":25035,"text":"pp787 - 1972 - The Borrego Mountain earthquake of April 9, 1968","indexId":"pp787","publicationYear":"1972","noYear":false,"title":"The Borrego Mountain earthquake of April 9, 1968"},"id":1}],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"pp787","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"787","title":"The Borrego Mountain earthquake of April 9, 1968","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp787","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, The Borrego Mountain earthquake of April 9, 1968: U.S. Geological Survey Professional Paper 787, 207 p., https://doi.org/10.3133/pp787.","productDescription":"207 p.","costCenters":[],"links":[{"id":113025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0787/report.pdf","size":"49193","linkFileType":{"id":1,"text":"pdf"}},{"id":113026,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-1.pdf","size":"5601","linkFileType":{"id":1,"text":"pdf"}},{"id":113027,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-2.pdf","size":"5957","linkFileType":{"id":1,"text":"pdf"}},{"id":113028,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-3.pdf","size":"2229","linkFileType":{"id":1,"text":"pdf"}},{"id":113029,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-4.pdf","size":"7365","linkFileType":{"id":1,"text":"pdf"}},{"id":113030,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-5.pdf","size":"3399","linkFileType":{"id":1,"text":"pdf"}},{"id":157832,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0787/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad3e4b07f02db6822f6","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529153,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1636,"text":"wsp2119 - 1972 - Surface water supply of the United States, 1966-70, Part 6, Missouri River basin, v. 4, Missouri River basin below Nebraska City, Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:14","indexId":"wsp2119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2119","title":"Surface water supply of the United States, 1966-70, Part 6, Missouri River basin, v. 4, Missouri River basin below Nebraska City, Nebraska","language":"ENGLISH","publisher":"USGS,","doi":"10.3133/wsp2119","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Surface water supply of the United States, 1966-70, Part 6, Missouri River basin, v. 4, Missouri River basin below Nebraska City, Nebraska: U.S. Geological Survey Water Supply Paper 2119, 901 p. ;23 cm., https://doi.org/10.3133/wsp2119.","productDescription":"901 p. ;23 cm.","costCenters":[],"links":[{"id":137222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2119/report-thumb.jpg"},{"id":26703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691dfc","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":527995,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2142,"text":"wsp1988 - 1972 - Definitions of selected ground-water terms, revisions and conceptual refinements","interactions":[],"lastModifiedDate":"2016-06-01T10:52:28","indexId":"wsp1988","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1988","title":"Definitions of selected ground-water terms, revisions and conceptual refinements","docAbstract":"For many years there has been a need for redefinition or more precise definition of certain ground-water terms used in publications by members of the U.S . Geological Survey. Another problem has been the expression of the coefficient of permeability (herein redefined as hydraulic conductivity) and the coefficient of transmissibility (herein redefined as transmissivity) in inconsistent units that included the U.S . gallon, the foot, and in some expressions, the mile. Such inconsistent units and the attendant confusing numerical conversion factors used in flow equations, such as 527.7, 264, and 114.6, makes it unnecessarily difficult for hydrologists, especially in foreign countries, to follow and use our published results. Because of this it is advisable that basic ground-water flow equations in publications by members of the Geological Survey contain only the pure dimensionless numbers that result from the derivation of the equations, such as 2, 2.30, e, π , and 4, and that numerical results having dimensions should be expressed in consistent units of measurement.
\nIf in the solution of problems it is necessary or desirable to use inconsistent units, suitable conversion factors should be included so that the result is expressed in consistent units of length and time. For example, if a discharge rate is given in U.S. gallons per minute, conversion factors such as 7.48 gal ft-3 and 1,440 min day-1 should be included. Many hydrologists in English-speaking countries including the United States are already using consistent units in the fps, cgs, or mks systems of measurement.
\nTo meet the growing need for consistency, J. T. Callahan, then acting chief, Ground Water Branch, in a memoradum of October 21, 1965, appointed the Committee on Redefinition of Ground-Water Terms.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1988","usgsCitation":"Lohman, S.W., 1972, Definitions of selected ground-water terms, revisions and conceptual refinements: U.S. Geological Survey Water Supply Paper 1988, vi, 21 p. ;22 cm., https://doi.org/10.3133/wsp1988.","productDescription":"vi, 21 p. ;22 cm.","startPage":"1","endPage":"21","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":321999,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wsp1988.GIF"},{"id":23,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wsp1988/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db67248b","contributors":{"authors":[{"text":"Lohman, Stanley William","contributorId":53361,"corporation":false,"usgs":true,"family":"Lohman","given":"Stanley","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":144732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3106,"text":"wsp2099 - 1972 - Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:36","indexId":"wsp2099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2099","title":"Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2099","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California: U.S. Geological Survey Water Supply Paper 2099, viii, 359 p. ;23 cm., https://doi.org/10.3133/wsp2099.","productDescription":"viii, 359 p. ;23 cm.","costCenters":[],"links":[{"id":139348,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2099/report-thumb.jpg"},{"id":30018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651944","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528083,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61155,"text":"mf431 - 1972 - Map showing ranges in probable maximum well yield from water-bearing rocks in the San Francisco Bay region, California","interactions":[],"lastModifiedDate":"2025-03-26T14:00:34.240444","indexId":"mf431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"431","title":"Map showing ranges in probable maximum well yield from water-bearing rocks in the San Francisco Bay region, California","docAbstract":"This map presents generalized information regarding the probable maximum yields of wells in the rocks of the San Francisco Bay region. It is intended to serve the needs of planners and other persons seeking general information on potential yields from water wells. Four ranges in probable yield, based on adequacy of the range in yield for major beneficial uses of water, are given. The ranges are related to the concept of normal probability; that is, well yields are expressed in terms of the 68- and 95-percent levels of chance. For example, there is a 68-percent chance that wells in areas designated A will yield from 0.5 to 5 gpm (gallons per minute) and a 95-percent chance that wells in such areas will yield from 0.1 to 10 gpm. assuming operation without excessive drawdown. Thus, it can be expected that most wells drilled in area A will obtain water supplies marginal to adequate for domestic purposes, that most wells will yield fewer than 10 gpm, and that some wells will be virtually dray.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf431","usgsCitation":"Webster, D., 1972, Map showing ranges in probable maximum well yield from water-bearing rocks in the San Francisco Bay region, California: U.S. Geological Survey Miscellaneous Field Studies Map 431, 1 Plate: 33.67 x 43.19 inches, https://doi.org/10.3133/mf431.","productDescription":"1 Plate: 33.67 x 43.19 inches","costCenters":[],"links":[{"id":483870,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2859.htm","linkFileType":{"id":5,"text":"html"}},{"id":360400,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0431/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183263,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/0431/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay Region","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123.75,36.8675 ], [ -123.75,38.8675 ], [ -121.11749999999999,38.8675 ], [ -121.11749999999999,36.8675 ], [ -123.75,36.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db659f51","contributors":{"authors":[{"text":"Webster, D.A.","contributorId":44532,"corporation":false,"usgs":true,"family":"Webster","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":265090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2081,"text":"wsp1899M - 1972 - Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","interactions":[{"subject":{"id":56144,"text":"ofr5942 - 1959 - Low-flow analysis of Pearl River at Jackson, Mississippi","indexId":"ofr5942","publicationYear":"1959","noYear":false,"title":"Low-flow analysis of Pearl River at Jackson, Mississippi"},"predicate":"SUPERSEDED_BY","object":{"id":2081,"text":"wsp1899M - 1972 - Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","indexId":"wsp1899M","publicationYear":"1972","noYear":false,"chapter":"M","title":"Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1899M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1899","chapter":"M","title":"Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","docAbstract":"Fresh water in abundance is contained in large artesian reservoirs in sand and gravel deposits of Tertiary and Quaternary ages in the Pearl River basin, a watershed of 8,760 square miles. Shallow, water-table reservoirs occur in Quarternary deposits (Pleistocene and Holocene) that blanket most of the uplands in .the southern half of the basin and that are present in smaller upland areas and along streams elsewhere. The shallow reservoirs contribute substantially to dry-weather flow of the Strong River and Bogue Chitto and of Holiday, Lower Little, Silver, and Whitesand Creeks, among others. About 3 billion acre-feet of ground water is in storage in the fresh-water section, which extends from the surface to depths ranging from about sea level in the extreme northern part of the basin to more than 3,000 feet below sea level in the southern part of the basin. \r\n\r\nVariations in low flow for different parts of the river basin are closely related to geologic terrane and occurrence of ground water. The upland terrace belt that crosses the south-central part of the basin is underlain by permeable sand and gravel deposits and yields more than 0.20 cubic feet per second per square mile of drainage area to streamflow, whereas the northern part of the basin, underlain by clay, marl, and fine to medium sand, yields less than 0.05 cubic feet per second per square mile of drainage area (based on 7-day Q2 minimum flow computed from records). Overall, the potential surface-water supplies are large. \r\n\r\nBecause water is available at shallow depths, most of the deeper aquifers have not been developed anywhere in the basin. At many places in the south, seven or more aquifers could be developed either by tapping one sand in each well or by screening two or more sands in a single well. Well fields each capable, of producing several million gallons of water a day are feasible nearly anywhere in the Pearl River basin. \r\n\r\nWater in nearly all the aquifers is of good to excellent quality and requires little or no treatment for most uses. The water is a soft, sodium bicarbonate type and therefore has a low to moderate dissolved-solids content. Mineral content increases generally downdip in an aquifer. Excessive iron, common in shallow aquifers, is objectionable for some water uses. Water from the streams, except in salty tidal reaches, is less mineralized than ground water; in 10 sites the median dissolved-solids content in streamflow was 50 milligrams per liter or less. \r\n\r\nModerately intensive ground-water development has been made in the Bogalusa area, Louisiana; at the Mississippi Test Facility, Hancock County, Miss. ; and in the Jackson area, Mississippi. Wells with pumping rates of 500 to 1,000 gallons per minute each are common throughout the Pearl River basin, and some deep wells flow more than 3,000 gallons per minute in the coastal lowland areas. Probably 20 million gallons per day of artesian water flows uncontrolled from wells in the southern part of the basin. Ground-water levels, except in the higher altitudes, are within 60 feet of the surface, and flowing wells are common in the valleys and in the coastal Pine Meadows. Decline of water level is a problem in only a few small areas. \r\n\r\nSaline water as a resource is available for development from aquifers and streams near the coast and from aquifers at considerable depth in most of the Pearl River basin. Pollution is a problem in oil fields and in reaches of some streams below sewage and other waste-disposal points. The basin estuary contains water of variable quality but has potential for certain water-use developments that will require special planning and management.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1899M","usgsCitation":"Lang, J.W., 1972, Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana: U.S. Geological Survey Water Supply Paper 1899, iv, 44 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1899M.","productDescription":"iv, 44 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":110039,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25125.htm","linkFileType":{"id":5,"text":"html"},"description":"25125"},{"id":138153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899m/report-thumb.jpg"},{"id":27641,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27642,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27643,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899m/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247102,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-table_1.pdf","size":"1286","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8dfd","contributors":{"authors":[{"text":"Lang, Joseph W.","contributorId":30211,"corporation":false,"usgs":true,"family":"Lang","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2630,"text":"wsp1880C - 1972 - Summary of floods in the United States during 1967","interactions":[],"lastModifiedDate":"2015-10-02T13:25:31","indexId":"wsp1880C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1880","chapter":"C","title":"Summary of floods in the United States during 1967","docAbstract":"This report describes the most outstanding floods in the United States during 1967. The two most destructive floods occurred in August in east-central Alaska and in September and October in southern Texas. In east-central Alaska, heavy rain on August 8-17 produced record-breaking floods near Fairbanks. Peak discharges on some streams in the area were from two to four times the 50-yea.r flood. Flood damage was estimated to have been $85 million, and six lives were lost. Torrential rains produced by Hurricane Beulah caused record-breaking floods on many streams in a 50,000-square-mile area in southern Texas and northeastern Mexico in September and October. As much as 25.5 inches of rain was measured at ESSA Weather Bureau stations in the period September 19-25. Major flooding occurred in the basins of the Guadalupe, San Antonio, Mission, Arkansas, and Nueces Rivers and in many small coastal basins in Texas ; on the Rio Grande and its floodways ; and in the Rio Alamo and Rio San Juan basins in Mexico. Peak discharges at several sites in Texas were more than three times the magnitude of a 50-year flood. Total damage in Texas due to wind, rain, stream flooding, sheet flow, ponding, and tidal flooding was $167 million. In addition to the two floods mentioned above, 27 others of lesser magnitude are considered important enough to be included in this annual flood summary.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1880C","collaboration":"Prepared in cooperation with Federal, State, and local agencies","usgsCitation":"Rostvedt, J., 1972, Summary of floods in the United States during 1967: U.S. Geological Survey Water Supply Paper 1880, vi, 115 p., https://doi.org/10.3133/wsp1880C.","productDescription":"vi, 115 p.","numberOfPages":"121","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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States\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6992ca","contributors":{"authors":[{"text":"Rostvedt, J.O.","contributorId":24757,"corporation":false,"usgs":true,"family":"Rostvedt","given":"J.O.","email":"","affiliations":[],"preferred":false,"id":145528,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2027,"text":"wsp1586J - 1972 - Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina","interactions":[],"lastModifiedDate":"2019-12-30T09:39:10","indexId":"wsp1586J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1586","chapter":"J","title":"Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina","docAbstract":"A tracer study was conducted in Port Royal Sound to simulate the movement and ultimate pattern of concentration of a solute continuously injected into the flow. A total of 750 pounds of Rhodamine WT dye was injected by boat during a period of 24.8 hours in a line across the Colleton River. During the following 43 days, samples of water were taken at selected points in the sound, and the concentration of dye in the samples was determined by fluorometric analysis. \r\n\r\nThe data obtained in the field study were used with theoretical models to compute the ultimate pattern of concentration of nonconservative and conservative solutes for a hypothetical continuous injection at the site on the Colleton River.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1586J","usgsCitation":"Kilpatrick, F.A., and Cummings, T.R., 1972, Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina: U.S. Geological Survey Water Supply Paper 1586, iv, 27 p. , https://doi.org/10.3133/wsp1586J.","productDescription":"iv, 27 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":27500,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1586j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1586j/report-thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.9637451171875,\n 32.16166284018013\n ],\n [\n -80.321044921875,\n 32.16166284018013\n ],\n [\n -80.321044921875,\n 32.648625783736726\n ],\n [\n -80.9637451171875,\n 32.648625783736726\n ],\n [\n -80.9637451171875,\n 32.16166284018013\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6271d5","contributors":{"authors":[{"text":"Kilpatrick, F. A.","contributorId":22319,"corporation":false,"usgs":true,"family":"Kilpatrick","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144550,"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":144549,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64043,"text":"gp842 - 1972 - Aeromagnetic map of Cumberland and vicinity, Maryland and adjacent states","interactions":[],"lastModifiedDate":"2025-07-09T16:36:29.845402","indexId":"gp842","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"842","title":"Aeromagnetic map of Cumberland and vicinity, Maryland and adjacent states","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp842","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Aeromagnetic map of Cumberland and vicinity, Maryland and adjacent states: U.S. Geological Survey Geophysical Investigations Map 842, 1 Plate: 23.86 x 12.14 inches, https://doi.org/10.3133/gp842.","productDescription":"1 Plate: 23.86 x 12.14 inches","costCenters":[],"links":[{"id":253972,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gp/0842/report-thumb.jpg"},{"id":250484,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0842/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":250483,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gp/0842/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":491911,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_6195.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Maryland, Pennsylvania, Virginia, West Virginia","city":"Cumberland","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79.5,\n 39.75\n ],\n [\n -79.5,\n 39.25\n ],\n [\n -77.875,\n 39.25\n ],\n [\n -77.875,\n 39.75\n ],\n [\n -79.5,\n 39.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6982ff","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533512,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2640,"text":"wsp1999L - 1972 - Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas","interactions":[],"lastModifiedDate":"2017-06-14T16:52:05","indexId":"wsp1999L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1999","chapter":"L","title":"Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas","docAbstract":"To determine the reasons for the unusually low runoff in the Concho River basin during the period 1962-68, the physical developments and climatic changes in the basin were identified and related to changes in the regimen of streamflow.
\nLand use, brush infestation, and land-treatment practices have not caused significant changes in the rainfall-runoff relationship.
\nThe use of surface water for irrigation has increased very little during the past 70 years, and although the use of ground water for irrigation has greatly increased in the past 25 years, springflow has not been significantly diminished. The base flow of the streams is materially reduced by surface-water irrigation diversions. Diversions for municipal and industrial use have increased rapidly, but these diversions affect only the streamflow downstream from San Angelo.
\nStatistical analyses showed the annual rainfall to be highly variable, with little serial correlation. Records of rainfall during the period 1943-68 are significantly different in character from previous long-term records. The frequency of monthly rainfall equal to or greater than 2.0 inches during the period 1943-68, and especially during the period 1962-68, was significantly less than the long-term averages.
\nAnalyses of annual runoff data, adjusted for depletions, show large variations in annual runoff. Coefficients of variation ranged from 0.8 to 1.4, and first-order serial correlations ranged from 0.01 to 0.28. The estimated recurrence interval of the 1962-68 drought is about 200 years.
\nThe analyses of rainfall-intensity and runoff data indicate that the basic cause for the relatively low runoff during the period 1962-68 was the lack of high-intensity, long-duration storms rather than any physical changes or agricultural practices in the watershed
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1999L","collaboration":"Prepared in cooperation with the Texas Water Development Board","usgsCitation":"Sauer, S.P., 1972, Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas: U.S. Geological Survey Water Supply Paper 1999, v, 48 p., https://doi.org/10.3133/wsp1999L.","productDescription":"v, 48 p.","numberOfPages":"61","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":28959,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999l/report.pdf","text":"Report","size":"924.83 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":138600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999l/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.2335205078125,\n 32.18026188320708\n ],\n [\n -101.3104248046875,\n 32.19885712788488\n ],\n [\n -101.5850830078125,\n 32.16631295696736\n ],\n [\n -101.788330078125,\n 32.10584293285769\n ],\n [\n -101.87072753906249,\n 32.05930026106166\n ],\n [\n -102.337646484375,\n 31.316101383495624\n ],\n [\n -102.3101806640625,\n 31.09998179374943\n ],\n [\n -102.2222900390625,\n 30.798474179567823\n ],\n [\n -102.1234130859375,\n 30.56699087315334\n ],\n [\n -101.700439453125,\n 30.36813582872057\n ],\n [\n -101.3543701171875,\n 30.30176068632071\n ],\n [\n -100.8050537109375,\n 30.315987718557867\n ],\n [\n -100.36560058593749,\n 30.330212685432734\n ],\n [\n -99.986572265625,\n 30.401306519203583\n ],\n [\n -99.7833251953125,\n 30.5717205651999\n ],\n [\n -99.635009765625,\n 30.72294882477251\n ],\n [\n -99.635009765625,\n 30.897511207369128\n ],\n [\n -99.6844482421875,\n 31.147006308556566\n ],\n [\n -99.744873046875,\n 31.283245492650792\n ],\n [\n -99.854736328125,\n 31.587894464070395\n ],\n [\n -99.9700927734375,\n 31.695455797778713\n ],\n [\n -100.1129150390625,\n 31.89621446335144\n ],\n [\n -100.1678466796875,\n 31.91953017247695\n ],\n [\n -101.2335205078125,\n 32.18026188320708\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f85f8","contributors":{"authors":[{"text":"Sauer, Stanley P.","contributorId":38966,"corporation":false,"usgs":true,"family":"Sauer","given":"Stanley","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145544,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":60916,"text":"mf481 - 1972 - Generalized geologic map of the Carlin, Dixie Flats, Pine Valley, and Robinson Mountain quadrangles, Elko and Eureka counties, Nevada","interactions":[],"lastModifiedDate":"2012-02-10T00:10:22","indexId":"mf481","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"481","title":"Generalized geologic map of the Carlin, Dixie Flats, Pine Valley, and Robinson Mountain quadrangles, Elko and Eureka counties, Nevada","language":"ENGLISH","doi":"10.3133/mf481","usgsCitation":"Smith, J.F., and Ketner, K.B., 1972, Generalized geologic map of the Carlin, Dixie Flats, Pine Valley, and Robinson Mountain quadrangles, Elko and Eureka counties, Nevada: U.S. Geological Survey Miscellaneous Field Studies Map 481, 1 map., https://doi.org/10.3133/mf481.","productDescription":"1 map.","costCenters":[],"links":[{"id":104109,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2921.htm","linkFileType":{"id":5,"text":"html"},"description":"2921"},{"id":183214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.25,40.25 ], [ -116.25,40.75 ], [ -115.75,40.75 ], [ -115.75,40.25 ], [ -116.25,40.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af270","contributors":{"authors":[{"text":"Smith, J. F. Jr.","contributorId":54650,"corporation":false,"usgs":true,"family":"Smith","given":"J.","suffix":"Jr.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":264612,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ketner, K. B.","contributorId":23121,"corporation":false,"usgs":true,"family":"Ketner","given":"K.","email":"","middleInitial":"B.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":264611,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2597,"text":"wsp2019A - 1972 - Estimating steady-state evaporation rates from bare soils under conditions of high water table","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2019A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2019","chapter":"A","title":"Estimating steady-state evaporation rates from bare soils under conditions of high water table","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2019A","usgsCitation":"Ripple, C., Rubin, J., and Van Hylckama, T.E., 1972, Estimating steady-state evaporation rates from bare soils under conditions of high water table: U.S. Geological Survey Water Supply Paper 2019, v, 39 p. :ill. ;24 cm., https://doi.org/10.3133/wsp2019A.","productDescription":"v, 39 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":137595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2019a/report-thumb.jpg"},{"id":28877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2019a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc880","contributors":{"authors":[{"text":"Ripple, C.D.","contributorId":11586,"corporation":false,"usgs":true,"family":"Ripple","given":"C.D.","email":"","affiliations":[],"preferred":false,"id":145465,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rubin, Jacob","contributorId":23918,"corporation":false,"usgs":true,"family":"Rubin","given":"Jacob","email":"","affiliations":[],"preferred":false,"id":145466,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Van Hylckama, T. E. A.","contributorId":73568,"corporation":false,"usgs":true,"family":"Van Hylckama","given":"T.","email":"","middleInitial":"E. 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Withdrawals have resulted in a water-level decline of 27 feet, which adversely affects the discharge rate of individual wells. Furthermore, excessive pumpage has resulted in progressive deterioration of water quality. Over a 20-year period, hardness has increased from 70 milligrams per liter to 135 milligrams per liter and dissolved-solids content has increased from 250 milligrams per liter to 370 milligrams per liter.
\nTwo new supply wells were drilled in the southern part of the Depot and were tested to determine aquifer properties and probable production rate. The hydraulic conductivity determined from these tests ranged from about 350 to nearly 600 gallons per day per square foot. The transmissivity for the full thickness of the aquifer is in the range of 7,500 to 12,000 gallons per day per foot.<.p>\n
\n
The two new supply wells can be pumped at a combined rate of about 140 gallons per minute. If pumpage in the existing well field is reduced by the same amount, some recovery of water levels in the field will occur and the trend in water quality deterioration may slow or even reverse.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr72447","issn":"0094-9140","collaboration":"Prepared by the U.S. Geological Survey for the Department of the Army Pueblo Army Depot","usgsCitation":"Welder, F.A., and Hurr, R.T., 1972, Appraisal of shallow ground-water resources, Pueblo Army Depot, Colorado: U.S. Geological Survey Open-File Report 72-447, 44 p., https://doi.org/10.3133/ofr72447.","productDescription":"44 p.","numberOfPages":"53","costCenters":[],"links":[{"id":287752,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287751,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0447/report.pdf"}],"country":"United States","state":"Colorado","otherGeospatial":"Pueblo Army Depot","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.75,38.0 ], [ -104.75,38.5 ], [ -104.25,38.5 ], [ -104.25,38.0 ], [ -104.75,38.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a38d","contributors":{"authors":[{"text":"Welder, Frank A.","contributorId":32173,"corporation":false,"usgs":true,"family":"Welder","given":"Frank","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":192617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hurr, R. 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26 cm.","productDescription":"13 p. : ill, ; 26 cm.","costCenters":[],"links":[{"id":162554,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f638","contributors":{"authors":[{"text":"Amend, Donald F.","contributorId":106543,"corporation":false,"usgs":true,"family":"Amend","given":"Donald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":218369,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":62595,"text":"gq1035 - 1972 - Geologic map of the McCarthy B-6 quadrangle, Alaska","interactions":[],"lastModifiedDate":"2012-02-10T00:10:48","indexId":"gq1035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1035","title":"Geologic map of the McCarthy B-6 quadrangle, Alaska","language":"ENGLISH","doi":"10.3133/gq1035","usgsCitation":"MacKevett, E., and Smith, J., 1972, Geologic map of the McCarthy B-6 quadrangle, Alaska: U.S. Geological Survey Geologic Quadrangle 1035, 1 map., https://doi.org/10.3133/gq1035.","productDescription":"1 map.","costCenters":[],"links":[{"id":107479,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10580.htm","linkFileType":{"id":5,"text":"html"},"description":"10580"},{"id":248755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1035/report.pdf","size":"33","linkFileType":{"id":1,"text":"pdf"}},{"id":254065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1035/report-thumb.jpg"}],"scale":"63360","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -143.25,61.25 ], [ -143.25,61.5 ], [ -142.8675,61.5 ], [ -142.8675,61.25 ], [ -143.25,61.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b3f","contributors":{"authors":[{"text":"MacKevett, E. 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Cranberries are grown in only about 2.5 square miles of an 80-square-mile marsh and swamp in the Cranberry Creek basin. Cranberry growers have built reservoirs and ditches throughout 25 square miles of marsh for better management of the area's natural water supply. Additional water is diverted into the basin to supplement the cranberry needs. In the 1966-67 hydrologic budget for Cranberry Creek basin, annual inputs were 27.8 inches of precipitation, 3.8 inches of surface-water diversion into the basin, and 1.1 inches decrease in stored water. Annual outputs were. 20.8 inches of evapotranspiration, 11.7 inches of runoff, and 0.2 inch of groundwater outflow. During the 1966-67 period, precipitation averaged about 3 inches per year below normal. The water used for cranberry culture is almost exclusively surface water. Efficient management of the basin's water supply, plus intermittent diversions of about 100 cubic feet per second from outside the basin, provide cranberry growers with a sufficient quantity of water. Although the quantity of surface water is adequate, the pH (generally 5.7-6.7) is slightly high for optimum use. Dissolved oxygen is slightly low, generally between 4 and 10 milligrams per liter. The water is soft; iron and manganese contents vary seasonally, being high in winter and summer and low in spring. Additional supplies of surface water can be obtained by increasing diversions from outside the basin and by increasing reservoir capacity within the basin. Ground water, although not presently used for cranberries, is available in the central, southern, and eastern parts of the basin, where the thickness of the saturated alluvium exceeds 50 feet. Well yields in these areas might be as much as 1,000 gpm (gallons per minute). Additionally, well yields of as much as 1,000 gpm may be expected from saturated alluvium southeast of Cranberry Creek basin. Where saturated alluvium is less than 50 feet thick, in the northern and western parts of the basin, well yields generally are less than 50 gpm. Ground water is also available from sandstone in the western part of the basin. Where the sandstone is thickest (about 60 ft.), well yields may be as much as 200 gpm. The quality of ground water is similar to that of surface water. The pH of water from the shallow alluvium ranges between 6.0 and 6,6; the pH of water from the deep alluvium is about 7.0. Ground water is soft to moderately hard, 22 to 88 milligrams per liter, and contains excessive amounts of iron and manganese.
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