{"pageNumber":"633","pageRowStart":"15800","pageSize":"25","recordCount":16445,"records":[{"id":68568,"text":"ha107 - 1964 - Water-table, surface-drainage, and engineering soils map of the Georgetown quadrangle, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"107","title":"Water-table, surface-drainage, and engineering soils map of the Georgetown quadrangle, Delaware","language":"ENGLISH","doi":"10.3133/ha107","usgsCitation":"Boggess, D.H., Adams, J.K., and Davis, C.F., 1964, Water-table, surface-drainage, and engineering soils map of the Georgetown quadrangle, Delaware: U.S. Geological Survey Hydrologic Atlas 107, 1 map., https://doi.org/10.3133/ha107.","productDescription":"1 map.","costCenters":[],"links":[{"id":189889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90196,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/107/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.5,38.6175 ], [ -75.5,38.75 ], [ -75.36749999999999,38.75 ], [ -75.36749999999999,38.6175 ], [ -75.5,38.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4cb1","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278485,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278484,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davis, Christian F.","contributorId":84004,"corporation":false,"usgs":true,"family":"Davis","given":"Christian","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278486,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68566,"text":"ha122 - 1964 - Water-table, surface-drainage, and engineering soils map of the Bethany Beach area, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"122","title":"Water-table, surface-drainage, and engineering soils map of the Bethany Beach area, Delaware","language":"ENGLISH","doi":"10.3133/ha122","usgsCitation":"Boggess, D.H., and Adams, J.K., 1964, Water-table, surface-drainage, and engineering soils map of the Bethany Beach area, Delaware: U.S. Geological Survey Hydrologic Atlas 122, 1 map., https://doi.org/10.3133/ha122.","productDescription":"1 map.","costCenters":[],"links":[{"id":189887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90194,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/122/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.11749999999999,38.450833333333335 ], [ -75.11749999999999,38.6175 ], [ -75,38.6175 ], [ -75,38.450833333333335 ], [ -75.11749999999999,38.450833333333335 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a0b","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278479,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68561,"text":"ha81 - 1964 - Water-table, surface-drainage, and engineering soils map of the Smyrna area, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha81","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"81","title":"Water-table, surface-drainage, and engineering soils map of the Smyrna area, Delaware","language":"ENGLISH","doi":"10.3133/ha81","usgsCitation":"Boggess, D.H., Adams, J.K., and Davis, C.F., 1964, Water-table, surface-drainage, and engineering soils map of the Smyrna area, Delaware: U.S. Geological Survey Hydrologic Atlas 81, col. map ;on sheet 78 x 96 cm., https://doi.org/10.3133/ha81.","productDescription":"col. map ;on sheet 78 x 96 cm.","costCenters":[],"links":[{"id":188987,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90189,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/081/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.61749999999999,39.25 ], [ -75.61749999999999,39.3675 ], [ -75.36749999999999,39.3675 ], [ -75.36749999999999,39.25 ], [ -75.61749999999999,39.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c2a","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278468,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278467,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davis, Christian F.","contributorId":84004,"corporation":false,"usgs":true,"family":"Davis","given":"Christian","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278469,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68118,"text":"ha88 - 1964 - Floods in Libertyville quadrangle, Illinois","interactions":[],"lastModifiedDate":"2022-09-14T21:29:19.591021","indexId":"ha88","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88","title":"Floods in Libertyville quadrangle, Illinois","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha88","usgsCitation":"Noehre, A.W., Ellis, D.W., and Long, D.E., 1964, Floods in Libertyville quadrangle, Illinois: U.S. Geological Survey Hydrologic Atlas 88, 1 Plate: 48.50 × 28.50 inches, https://doi.org/10.3133/ha88.","productDescription":"1 Plate: 48.50 × 28.50 inches","costCenters":[],"links":[{"id":186662,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":406733,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16186.htm","linkFileType":{"id":5,"text":"html"}},{"id":89394,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/088/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Illinois","otherGeospatial":"Libertyville quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88,\n              42.25\n            ],\n            [\n              -87.875,\n              42.25\n            ],\n            [\n              -87.875,\n              42.375\n            ],\n            [\n              -88,\n              42.375\n            ],\n            [\n              -88,\n              42.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e70c2","contributors":{"authors":[{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277674,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, Davis W.","contributorId":98297,"corporation":false,"usgs":true,"family":"Ellis","given":"Davis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277676,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Long, Dean E.","contributorId":73679,"corporation":false,"usgs":true,"family":"Long","given":"Dean","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":277675,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68477,"text":"ha93 - 1964 - Availability of ground water in the Dexter quadrangle, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha93","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93","title":"Availability of ground water in the Dexter quadrangle, Kentucky","language":"ENGLISH","doi":"10.3133/ha93","usgsCitation":"Davis, R.W., 1964, Availability of ground water in the Dexter quadrangle, Kentucky: U.S. Geological Survey Hydrologic Atlas 93, 1 map., https://doi.org/10.3133/ha93.","productDescription":"1 map.","costCenters":[],"links":[{"id":188018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90030,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/093/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.36749999999999,36.6175 ], [ -88.36749999999999,36.75 ], [ -88.25,36.75 ], [ -88.25,36.6175 ], [ -88.36749999999999,36.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e554","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278298,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2099,"text":"wsp1669AA - 1964 - Ground-water resources of the lower Mesilla Valley, Texas and New Mexico","interactions":[],"lastModifiedDate":"2016-08-19T14:33:03","indexId":"wsp1669AA","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"AA","title":"Ground-water resources of the lower Mesilla Valley, Texas and New Mexico","docAbstract":"<p>The lower Mesilla Valley extends southward from the vicinity of Anthony, Tex., to the gorge of the Rio Grande north of El Paso and westward from the Franklin Mountains to the east edge of La Mesa. The increase in the use of ground water for the public water supply of El Paso and for supplemental irrigation, when the surface-water allotments were inadequate, emphasized the need for an investigation of the ground-water resources of the lower Mesilla Valley.</p>","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. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1669AA","usgsCitation":"Leggat, E., Lowry, M., and Hood, J.W., 1964, Ground-water resources of the lower Mesilla Valley, Texas and New Mexico: U.S. Geological Survey Water Supply Paper 1669, Report: iv, 49 p.; 8 Plates, https://doi.org/10.3133/wsp1669AA.","productDescription":"Report: iv, 49 p.; 8 Plates","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":27666,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27667,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27668,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27669,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27672,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27673,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669aa/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27665,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27671,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138191,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669aa/report-thumb.jpg"},{"id":27670,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696a4d","contributors":{"authors":[{"text":"Leggat, E. R.","contributorId":28222,"corporation":false,"usgs":true,"family":"Leggat","given":"E. R.","affiliations":[],"preferred":false,"id":144671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":144672,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144673,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2876,"text":"wsp1779D - 1964 - Hydrology and the effects of increased ground-water pumping in the Anchorage area, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1779D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"D","title":"Hydrology and the effects of increased ground-water pumping in the Anchorage area, Alaska","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1779D","usgsCitation":"Waller, R.M., 1964, Hydrology and the effects of increased ground-water pumping in the Anchorage area, Alaska: U.S. Geological Survey Water Supply Paper 1779, iv, 36 p. :ill., map ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1779D.","productDescription":"iv, 36 p. :ill., map ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":138985,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779d/report-thumb.jpg"},{"id":29505,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29506,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29507,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779d/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29508,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779d/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29509,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779d/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29510,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604db4","contributors":{"authors":[{"text":"Waller, Roger Milton","contributorId":22320,"corporation":false,"usgs":true,"family":"Waller","given":"Roger","email":"","middleInitial":"Milton","affiliations":[],"preferred":false,"id":145944,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1974,"text":"wsp1779Z - 1964 - Selected bibliography on laboratory and field methods in ground-water hydrology","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1779Z","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"Z","title":"Selected bibliography on laboratory and field methods in ground-water hydrology","language":"ENGLISH","publisher":"for sale by the Supt. of Docs., U. S. Govt. Print. Off.,","doi":"10.3133/wsp1779Z","usgsCitation":"Johnson, A., 1964, Selected bibliography on laboratory and field methods in ground-water hydrology: U.S. Geological Survey Water Supply Paper 1779, iii, 21 p. ;24 cm., https://doi.org/10.3133/wsp1779Z.","productDescription":"iii, 21 p. ;24 cm.","costCenters":[],"links":[{"id":138313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779z/report-thumb.jpg"},{"id":27350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779z/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa6c1","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":144461,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2905,"text":"wsp1584 - 1964 - Geology and ground-water resources of Uvalde County, Texas","interactions":[],"lastModifiedDate":"2016-08-22T10:54:28","indexId":"wsp1584","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1584","title":"Geology and ground-water resources of Uvalde County, Texas","docAbstract":"<p>The principal aquifer in Uvalde County is the Edwards and associated limestones of Cretaceous age. The aquifer underlies an extensive area in south-central Texas extending along the Balcones fault zone from Kinney County eastward to San Antonio, and thence northeastward to Hays County. The hydrologic unit making up the Edwards and associated limestones consists of the Comanche Peak limestone, the Edwards limestone, the Kiamichi formation, and the Georgetown limestone. Other less important aquifers in Uvalde County include the Glen Rose limestone, the Buda limestone, the Austin chalk, and the Leona formation.</p>\n<p>&nbsp;</p>\n<p>Uvalde County occupies parts of two physiographic provinces, the Edwards Plateau on the north and the Coastal Plain on the south; the two provinces are separated by the Balcones fault zone. In the Edwards Plateau the formations of the Edwards and associated limestones crop out on the plateau surface; in the Coastal Plain where the formations have been down-faulted, they underlie younger rocks. In both provinces the formations dip gently toward the south and southeast; the dips are greatest in the Coastal Plain. Igneous intrusions have penetrated the formations in many places in the Coastal Plain, and locally have formed barriers to ground-water movement.</p>\n<p>&nbsp;</p>\n<p>The aquifers in Uvalde County are recharged by precipitation within the county and in the drainage areas of streams entering the county from the north and west. In the Edwards Plateau, the Edwards and associated limestones are recharged by precipitation that falls on the outcrop. The aquifer is drained by springs at the contact with the underlying Glen Rose limestone where streams have cut through the Edwards at the edge of the plateau. These springs maintain the base flow of the streams that drain the plateau. Most of the base flow and much of flood flow of the streams is lost to the Edwards and associated limestones where they crop out in streambeds in the Balcones fault zone. This stream loss to the aquifer constitutes the greatest part of the recharge in the county, although some of the recharge from the West Nueces River enters the county as underflow from Kinney County. The normal annual recharge to the Edwards in Uvalde County is estimated to be about 200,000 acre-feet.</p>\n<p>&nbsp;</p>\n<p>Discharge from the Edwards and associated limestones in Uvalde County can be divided into two .major segments: discharge by underflow from the county to the east and south and discharge to the surface through wells and springs. Discharge by underflow during the period 1934-47, when changes in storage were small, is estimated to have been about 190,000 acre-feet per year. During the drought years 1947-56 the underflow was somewhat less. The discharge to the surface during 1934-47 averaged about 17,000 acre-feet per year. During the 1947-56 drought the rate of discharge to the surface increased principally because of increased use of water for irrigation, reaching a maximum of 58,000 acre-feet in 1956.</p>\n<p>&nbsp;</p>\n<p>The chemical quality. of the ground water in Uvalde County ranges between wide limits. Except in the extreme southern part of the county where the water is saline, the water in the Edwards and associated limestones is of good chemical quality except that it is hard. The water in the Glen Rose limestone is saline in many places; the principal objectionable constituents are high concentrations of calcium and magnesium sulfate. The water in the Leona formation is generally of good chemical quality. The water from the other formations varies widely in quality from place to place and no generalizations can be made.</p>\n<p>&nbsp;</p>\n<p>Ground-water withdrawals from the Edwards and associated limestones in Uvalde County probably could be maintained indefinitely at a rate of about 200,000 acre-feet per year, provided that withdrawals north and west of the county were not increased. However, continued withdrawals at this rate-would cause wells in structurally high areas to go dry, and underflow into Medina County would cease. Furthermore, saline water might invade the fresh-water part of the aquifer from the south, and perennial spring flow in the Leona River valley would cease.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1584","collaboration":"Prepared in cooperation with the Texas Board of Water Engineers and the City of San Antonio","usgsCitation":"Welder, F., and Reeves, R., 1964, Geology and ground-water resources of Uvalde County, Texas: U.S. Geological Survey Water Supply Paper 1584, Report: v, 49 p.; 12 Plates: 28 x 28 inches or smaller, https://doi.org/10.3133/wsp1584.","productDescription":"Report: v, 49 p.; 12 Plates: 28 x 28 inches or smaller","numberOfPages":"57","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":29585,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110058,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25579.htm","linkFileType":{"id":5,"text":"html"},"description":"25579"},{"id":29586,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29587,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29588,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29589,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29590,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29591,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29592,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29593,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29594,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29595,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29596,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1584/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1584/report-thumb.jpg"},{"id":277928,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1584/report.pdf"}],"scale":"125000","country":"United States","state":"Texas","county":"Uvalde County","city":"San Antonio","otherGeospatial":"Coastal Plain;Edwards Plateau;West Nueces River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -101.0,28.0 ], [ -101.0,31.0 ], [ -97.0,31.0 ], [ -97.0,28.0 ], [ -101.0,28.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685977","contributors":{"authors":[{"text":"Welder, F.A.","contributorId":104878,"corporation":false,"usgs":true,"family":"Welder","given":"F.A.","email":"","affiliations":[],"preferred":false,"id":145987,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":145986,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3205,"text":"wsp1591B - 1964 - Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1591B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1591","chapter":"B","title":"Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California","docAbstract":"This report presents the results of an investigation of the effect of urban growth on the streamflow regimen of Permanente Creek in Mountain View, Santa Clara County, Calif. The data available did not permit a complete study of all hydrologic aspects, but there is conclusive evidence that the volume of storm runoff produced by rainfall on the valley floor has increased substantially as a result of urbanization. In 1945, storm runoff from the 5.12-square mile project area was insufficient to balance channel losses, and the streamflow entering the project area in the Permanente Creek channel was greater than that leaving the area. If, however, total outflow from the project area is considered to be the sum of the streamflow leaving the area plus channel seepage in the area, the ratio of total outflow to inflow was 1:18. By 1958, storm runoff from the project area was far in excess of channel losses and the ratio of total outflow to inflow was 1:70. This increase in outflow is attributed to the fact that urban development during the period 1945 to 1958 increased the extent of impervious surface in the project area from about 4 percent to 19 percent. \r\n\r\nThe effect of urban growth in other basins in Santa Clara County should be investigated before any attempt is made to project the quantitative results of this study to other areas in the county.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1591B","usgsCitation":"Harris, E., and Rantz, S., 1964, Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California: U.S. Geological Survey Water Supply Paper 1591, 1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p., https://doi.org/10.3133/wsp1591B.","productDescription":"1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p.","costCenters":[],"links":[{"id":138117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1591b/report-thumb.jpg"},{"id":30193,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1591b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6251fa","contributors":{"authors":[{"text":"Harris, E. E.","contributorId":24328,"corporation":false,"usgs":true,"family":"Harris","given":"E. E.","affiliations":[],"preferred":false,"id":146429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":146430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1874,"text":"wsp1669X - 1964 - Ground-water investigations in the lower Cache la Poudre River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1669X","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"X","title":"Ground-water investigations in the lower Cache la Poudre River basin, Colorado","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669X","usgsCitation":"Hershey, L.A., and Schneider, P., 1964, Ground-water investigations in the lower Cache la Poudre River basin, Colorado: U.S. Geological Survey Water Supply Paper 1669, iv, 22 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1669X.","productDescription":"iv, 22 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669x/report-thumb.jpg"},{"id":27158,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669x/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27159,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669x/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27160,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669x/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27161,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669x/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66818b","contributors":{"authors":[{"text":"Hershey, Lloyd A.","contributorId":6831,"corporation":false,"usgs":true,"family":"Hershey","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Paul A.","contributorId":32509,"corporation":false,"usgs":true,"family":"Schneider","given":"Paul A.","affiliations":[],"preferred":false,"id":144289,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2797,"text":"wsp1608B - 1964 - Ground water in folded Cretaceous sandstone of the Bhachau area, Kutch, India, with reference to the Kandla Port water supply","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1608B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1608","chapter":"B","title":"Ground water in folded Cretaceous sandstone of the Bhachau area, Kutch, India, with reference to the Kandla Port water supply","docAbstract":"This report is based on an investigation of the availability of ground-water supplies in the Bhachau area for the nearby Kandla Port and township development undertaken by the Government of India. This seaport lies on an estuary of the Gulf of Kutch in western India and in the eastern part of the State of Kutch. The fieldwork on the investigation was carried on from November 1952 through April 1953 with continuing hydrologic observations through 1954-55. The fieldwork included: geologic mapping and delimitation of the principal aquifers of the region; preparation of water-table maps; a detailed inventory of existing wells and springs; observations of significant water table fluctuations; preparation of isobicarb, isochlor and isosulf maps to show the areal distribution of ground-water salinity. \r\n\r\nThe Bhachau area includes about 116 square miles in eastern Kutch and lies in a belt of semiarid low-latitude steppes. The mean annual rainfall is about 15 inches, most of which falls from late June to late September during the southwest monsoon. The area includes a central sandy upland ranging from about 100 to 250 feet above sea level ; a northern lowland of between about 50 to 125 feet altitude that slopes north to the Great Rann of Kutch; a belt of low buttes and discontinuous ridges ranging from about 200 to 275 feet above sea level; and southern lowland which slopes in a southerly to southeasterly direction from an altitude of about 125 feet to 25 feet or less near the Gulf of Kutch. The principal streams are Kageshwar Vokra and Kara Vokra which drain north to the Great Rann and Kotwala Vokra and Dalwala Vokra which drain south toward the Gulf of Kutch. \r\n\r\nThe rocks of the Bhachau area include nonmarine and marine sediments of Mesozoic, Tertiary, and Quaternary age and volcanic rocks of late Mesozoic to early Tertiary age. The oldest rocks in the area are medium- to coarse-grained white to buff current-bedded friable sandstone with occasional partings of white silty shale of the Upper Bhuj series that has been assigned to the Early Cretaceous. The soft friable sandstone of the Upper Bhuj series constitutes the most productive ground-water reservoir in the Bhachau area. At present (1955) there are nine irrigated tracts for which water is obtained from dug wells less than 90 feet deep in the Upper Bhuj. These wells are worked by bullocks and 'motes' (leather bags) at withdrawal rates ranging from about 6,000 to 24,000imperial gallons per day; however, many existing individual wells if equipped with mechanical pumps are capable of yielding 100,000 gallons per day. The Deccan trap of Late Cretaceous to Eocene age occurs in a sequence of basaltic lava flows in the Bhachau area, but trap dikes, sills and plugs that are common in other parts of Kutch have not been observed in the area. Laterite of probable Eocene age is extensive at the top of the Deccan trap, and in places where the lava flows are thin the parent rock has been almost completely lateritized. The Deccan lava flows or the laterite, where the trap is absent, rest disconformably on the Upper Bhuj. No wells have been observed in the Deccan trap of the Bhachau area, but it is possible that locally small supplies of good water may be obtained from these rocks. \r\n\r\nThe Tertiary sediments, which are assigned to the Manchhar series of Pliocene age, generally rest on the laterite or the Deccan trap ; but where both are absent, the Manchhar rests directly on the Upper Bhuj. The Manchhar series includes massive reddish-brown gypseous clay shales, laminated gray siltstones, some limestone, mottled sandstone, and laterite trap gravel. Only meager supplies of brackish water are obtained from wells in these sediments. \r\n\r\nAlong the channels of Kotwala, Dalwala, Kageshwar, and Kara Vokras are narrow bands of unconsolidated coarse sand with fine gravel of Quaternary age. No wells were observed in these deposits, but it is possible that locally they may contain small supplies of bracki","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608B","usgsCitation":"Taylor, G., Osa, H., Mitra, A., and Sen, B., 1964, Ground water in folded Cretaceous sandstone of the Bhachau area, Kutch, India, with reference to the Kandla Port water supply: U.S. Geological Survey Water Supply Paper 1608, iv, 31 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1608B.","productDescription":"iv, 31 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608b/report-thumb.jpg"},{"id":29295,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29296,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29297,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608b/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29298,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608b/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66da12","contributors":{"authors":[{"text":"Taylor, George C.","contributorId":45693,"corporation":false,"usgs":true,"family":"Taylor","given":"George C.","affiliations":[],"preferred":false,"id":145810,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Osa, H.M.","contributorId":15594,"corporation":false,"usgs":true,"family":"Osa","given":"H.M.","email":"","affiliations":[],"preferred":false,"id":145809,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mitra, A.","contributorId":97077,"corporation":false,"usgs":true,"family":"Mitra","given":"A.","email":"","affiliations":[],"preferred":false,"id":145811,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sen, B.N.","contributorId":8079,"corporation":false,"usgs":true,"family":"Sen","given":"B.N.","email":"","affiliations":[],"preferred":false,"id":145808,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2796,"text":"wsp1608D - 1964 - Artesian water in the Malabar coastal plain of southern Kerala, India","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1608D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1608","chapter":"D","title":"Artesian water in the Malabar coastal plain of southern Kerala, India","docAbstract":"The present report is based on a geological and hydrological reconnaissance during 1954 of the Malabar Coastal Plain and adjacent island area of southern Kerala to evaluate the availability of ground water for coastal villages and municipalities and associated industries and the potentialities for future development. The work was done in cooperation with the Geological Survey of India and under the auspices of the U.S. Technical Cooperation Mission to India. The State of Kerala, which lies near the southern tip of India and along the eastern shore of the Caspian Sea, contains a total area of 14,937 square miles. The eastern part of the state is s rugged mountainous highland which attains \r\naltitudes of more than 6,000 feet. This highland descends westward through piedmont upland to s narrow coastal plain, which reaches a maximum width of about 16 miles in the latitude of Shertalli. A tropical monsoon rain-forest climate prevails in most of Kerala, and annual rainfall ranges from 65 to 130 inches in the southern part of the coastal plain to as much a 200 inches in the highland. \r\n\r\nThe highland and piedmont upland tracts of Kerala are underlain by Precambrian meamorphic and igneous rocks belonging in large parabola-the so-called Charnockite Series. Beneath ahe coastal plain are semiconsolidated asunconsolidated sedimentary deposits whose age ranges from Miocene to Recent. These deposits include sofa sandstone and clay shale containing some marl or limestone and sand, and clay and pea containing some gravel. The sofa sandstone, sand, and gravel beds constitute important aquifers a depths ranging from a few tens of feet to 400 feet or more below the land surface. The shallow ground war is under water-able or unconfined conditions, but the deeper aquifers contain water under artesian pressure. Near the coast, drilled wells tapping the deeper aquifers commonly flow with artesian heads as much as 10 to 12 feet above the land surface. \r\n\r\nThe draft from existing wells in the coastal belt between Quilon and Alleppy was estimated at 1 to 1 1/2 million imperial gallons a day. However, favorable conations exist for considerable further ground-water development in the coastal plain provided that sufficient attention is given to the potential hazards of saltwater encroachment and local overdevelopment. It is estimated that the overall potential for development of water from wells is probably at least several tens of millions of gallons a day, and perhaps more, in the Malabar Coastal Plain of southern Kera. Such a draft would have to be well dispersed to avoid overdevelopment and salt-war encroachment.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608D","usgsCitation":"Taylor, G., and Ghosh, P., 1964, Artesian water in the Malabar coastal plain of southern Kerala, India: U.S. Geological Survey Water Supply Paper 1608, iii, 14 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1608D.","productDescription":"iii, 14 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608d/report-thumb.jpg"},{"id":29292,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29293,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29294,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672c6d","contributors":{"authors":[{"text":"Taylor, George C.","contributorId":45693,"corporation":false,"usgs":true,"family":"Taylor","given":"George C.","affiliations":[],"preferred":false,"id":145806,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ghosh, P.K.","contributorId":53771,"corporation":false,"usgs":true,"family":"Ghosh","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":145807,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2656,"text":"wsp1669R - 1964 - Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T10:16:10","indexId":"wsp1669R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"R","title":"Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota","docAbstract":"<p>The Redwood Falls area includes about 80 square miles in southwestern Minnesota and is about 100 miles west of Minneapolis and St. Paul. Its surface is a gently undulating glacial-drift plain, interrupted in part by the large Minnesota River valley and the tributary Redwood River valley. The drift plain was laid down by the Des Moines lobe of the Wisconsin Glaciation and consists chiefly of ground moraine and several subdued recessional moraines. The glacial drift rests either on Precambrian gneiss or on thin patches of Cretaceous sedimentary strata that overlie the Precambrian bedrock.</p>\n<p>The glacial drift consists principally of till and some outwash and ranges in thickness from 0 to about 260 feet. It is the chief source of ground water, yielding small supplies almost anywhere in the area and large supplies in at least two places. Where the drift is absent, thin, or impermeable, small yields commonly are obtained from the Precambrian bedrock.</p>\n<p>The most notable aquifers in the area are three buried outwash deposits that are associated with a conspicuous southeastward-trending buried bedrock valley. The tops of the aquifers occur about 70,120, and 200 feet below the land surface, and their maximum known thicknesses are about 25, 55, and 45 feet, respectively. The aquifers are confined largely by relatively impermeable till; however, owing to the movement of water through the till, the drift may be regarded as a hydraulic unit.</p>\n<p>The main source of recharge to the ground-water reservoir is local precipitation, and most of the natural discharge is by evapotranspiration. The water table ranges in depth from 0 to about 30 feet below the land surface.</p>\n<p>Aquifer tests were made on the three outwash aquifers to determine their hydraulic characteristics. The coefficient of transmissibility (T) of the 200-foot aquifer is about 126,000 gpd (gallons per day) per ft, and the coefficient of storage (8) is about 0.0002. The T and S values of the 120-foot aquifer are about the same as for the 200-foot aquifer. For the 70-foot aquifer the value of T is about 70,000 gpd per ft, and S is about 0.0007. The data suggest that when the artesian head in the aquifers is lowered by pumping, recharge is induced by leakage from the confining beds.</p>\n<p>The 120-foot aquifer is considered the best known source of ground water In the area. The city of Redwood Falls has used this aquifer for its water supply since August 1955 and, in 1960, pumped about 106 million gallons from it. The water level in the aquifer had stabilized by late 1956; considerable additional water probably can be obtained from the aquifer. Although the 70-foot aquifer is not as extensive or as thick as the one at 120 feet, large amounts of water probably can be obtained from this aquifer also. The 200-foot aquifer is narrow, elongate, and irregular in form and appears to be very permeable only locally.</p>\n<p>Chemical analyses show that water from the glacial-drift aquifers is primarily of the bicarbonate type, is hard, and contains an excessive amount of iron. In places water from the Precambrian bedrock is much softer than water from the drift.</p>","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. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1669R","collaboration":"Prepared in cooperation wit the Division of Waters, Minnesota Department of Conservation, and the city of Redwood Falls","usgsCitation":"Schiner, G.R., and Schneider, R., 1964, Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota: U.S. Geological Survey Water Supply Paper 1669, Document: iv, 46 p.; 11 Plates: 37.00 x 22.43 inches or smaller, https://doi.org/10.3133/wsp1669R.","productDescription":"Document: iv, 46 p.; 11 Plates: 37.00 x 22.43 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":28979,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28986,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669r/report-thumb.jpg"},{"id":28987,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28985,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28988,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28980,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28981,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28982,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28983,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28984,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28989,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669r/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Redwood County","otherGeospatial":"Redwood Falls area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.25,\n              44.6\n            ],\n            [\n              -95.25,\n              44.5\n            ],\n            [\n              -95.016667,\n              44.5\n            ],\n            [\n              -95.016667,\n              44.6\n            ],\n            [\n              -95.25,\n              44.6\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685f8a","contributors":{"authors":[{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":145565,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38934,"text":"pp434E - 1964 - A correlation procedure for augmenting hydrologic data","interactions":[],"lastModifiedDate":"2012-02-02T00:10:17","indexId":"pp434E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"434","chapter":"E","title":"A correlation procedure for augmenting hydrologic data","docAbstract":"A linear regression for a short and long sequence of hydrologic events is used to lengthen the short sequence. The lengthened sequence consists of the original observations and regressed values plus noise, where the noise is a random variable with zero mean and variance proportional to the variance of the observations for the short sequence about the line of regression. Estimates of the mean and variance for the lengthened sequence are shown to be unbiased. If the correlation coefficient, which measures the strength of the linear regression, exceeds about 0.5, then the estimates of the mean and variance based on the lengthened sequence are better estimators of the population values of the mean and variance than the estimates based on the observations for the short sequence. If noise is not added to the regressed values, the correlation coefficient must exceed about 0.8 to obtain improvement in the estimates by use of correlated values.","language":"ENGLISH","doi":"10.3133/pp434E","usgsCitation":"Matalas, N., and Jacobs, B., 1964, A correlation procedure for augmenting hydrologic data: U.S. Geological Survey Professional Paper 434, p. E1-E7, https://doi.org/10.3133/pp434E.","productDescription":"p. E1-E7","costCenters":[],"links":[{"id":124736,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0434e/report-thumb.jpg"},{"id":65977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0434e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af623","contributors":{"authors":[{"text":"Matalas, N.C.","contributorId":25173,"corporation":false,"usgs":true,"family":"Matalas","given":"N.C.","affiliations":[],"preferred":false,"id":220692,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jacobs, Barbara","contributorId":20389,"corporation":false,"usgs":true,"family":"Jacobs","given":"Barbara","email":"","affiliations":[],"preferred":false,"id":220691,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1669,"text":"wsp1779F - 1964 - Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959","interactions":[],"lastModifiedDate":"2016-08-23T14:27:54","indexId":"wsp1779F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"F","title":"Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959","docAbstract":"<p>This report presents the results of an investigation into the effects of floodwaterretarding structures in the 39 square miles of the Honey Creek basin above the stream-gaging station near McKinney, during the period October 1952 to September 1959. The number of such structures in the study area was increased from 2 to 12 during the investigation.</p>\n<p>Data were collected which permit computation of basin and watershed precipitation, inflow to and outflow from each floodwater-retarding structure, evaporation and seepage from each pool, and a continuous record of discharge from the entire study area. Transpiration was not evaluated, but in the water-budget summary it is included in the item \"pool consumption\", together with evaporation and seepage.</p>\n<p>During the 7-year study period, the annual inflow to the gaged pools ranged from 1.34 to 26.50 inches and averaged 7.39 inches, of which 0.73 inch was direct rainfall on the pool surface. The annual pool consumption ranged only from 1.33 to 1.85 inches, and averaged 1.62 inches. These results indicate that in a year of substantial runoff the floodwater-retarding structures would have only a minor effect on downstream water yield, but in a year of low runoff the structures would have a marked effect on downstream water yield.</p>\n<p>The effect on the flood regimen at a downstream point because of floodwaterretarding structures in the headwaters will vary with the amount and intensity of the precipitation and with antecedent conditions. The beneficial effects of the structures on Honey Creek during the floods of April and May 1957 is illustrative. During the period April 19 to May 31, 1957, the total volume of inflow to the floodwater-retarding structures was equivalent to 4.3 times the combined capacities of the pools from an average basin rainfall of 30.31 inches. The retarding effects of the structures limited the flooding on Honey Creek at the gage to minor flooding on only five occasions during that period.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1779F","collaboration":"Prepared in cooperation with the U.S. Soil Conservation Service and the Texas Water Commission","usgsCitation":"Gilbert, C.R., Commons, G., Koberg, G.E., and Kennon, F., 1964, Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959: U.S. Geological Survey Water Supply Paper 1779, Report: v, 98 p.; 3 Plates: 24.00 x 7.00 inches or smaller, https://doi.org/10.3133/wsp1779F.","productDescription":"Report: v, 98 p.; 3 Plates: 24.00 x 7.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":138232,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779f/report-thumb.jpg"},{"id":26741,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26742,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26743,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Collin County, Grayson County","otherGeospatial":"Honey Creek basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-96.383,33.3995],[-96.3835,33.3394],[-96.2962,33.3507],[-96.2992,32.9824],[-96.5185,32.9847],[-96.8462,32.9883],[-96.8349,33.406],[-96.8465,33.4063],[-96.8462,33.4131],[-96.9451,33.4172],[-96.9451,33.4459],[-96.9451,33.5014],[-96.9449,33.535],[-96.9447,33.5678],[-96.9447,33.9363],[-96.9447,33.9533],[-96.937,33.9575],[-96.9311,33.9591],[-96.9255,33.9594],[-96.9195,33.9575],[-96.9155,33.9552],[-96.9117,33.9515],[-96.9085,33.9473],[-96.9064,33.9427],[-96.9048,33.9386],[-96.9043,33.9352],[-96.9038,33.9311],[-96.9031,33.9247],[-96.9029,33.924],[-96.9016,33.9188],[-96.9006,33.9142],[-96.8996,33.9094],[-96.8965,33.9035],[-96.8908,33.8924],[-96.8902,33.891],[-96.886,33.8818],[-96.8854,33.8806],[-96.8796,33.8699],[-96.8746,33.8621],[-96.8698,33.8565],[-96.8644,33.8527],[-96.8591,33.8518],[-96.8528,33.8529],[-96.8488,33.8555],[-96.845,33.8593],[-96.8413,33.8635],[-96.8333,33.8687],[-96.8242,33.873],[-96.8159,33.8737],[-96.8147,33.8736],[-96.8087,33.8727],[-96.8022,33.8711],[-96.7966,33.8697],[-96.7908,33.8666],[-96.7852,33.8627],[-96.7823,33.8587],[-96.7801,33.8537],[-96.7778,33.8485],[-96.776,33.8438],[-96.7742,33.8393],[-96.7701,33.8329],[-96.7669,33.8291],[-96.7635,33.8277],[-96.7586,33.8267],[-96.7532,33.8274],[-96.7469,33.8283],[-96.7404,33.8294],[-96.7292,33.8312],[-96.7175,33.8323],[-96.7091,33.8348],[-96.7017,33.8405],[-96.6977,33.8451],[-96.694,33.8516],[-96.6899,33.8588],[-96.6879,33.866],[-96.6876,33.8699],[-96.6874,33.8724],[-96.6867,33.8794],[-96.6866,33.8805],[-96.6852,33.8919],[-96.6843,33.894],[-96.6805,33.9034],[-96.6763,33.9105],[-96.6758,33.9114],[-96.6709,33.9151],[-96.6659,33.9159],[-96.6582,33.9147],[-96.6526,33.9119],[-96.6468,33.9072],[-96.6423,33.9035],[-96.6415,33.9029],[-96.6353,33.8975],[-96.6312,33.8967],[-96.611,33.8964],[-96.5994,33.8962],[-96.59,33.8961],[-96.5868,33.8924],[-96.5863,33.8887],[-96.5892,33.8842],[-96.5931,33.8815],[-96.5982,33.8778],[-96.604,33.8736],[-96.6045,33.8732],[-96.6091,33.8693],[-96.6104,33.8683],[-96.6164,33.8634],[-96.6201,33.859],[-96.6222,33.8558],[-96.6227,33.8523],[-96.6201,33.8468],[-96.617,33.843],[-96.6116,33.8397],[-96.6062,33.8368],[-96.6001,33.8337],[-96.5953,33.8312],[-96.5901,33.8271],[-96.5856,33.8237],[-96.5781,33.8205],[-96.5727,33.8189],[-96.5708,33.8184],[-96.5649,33.8189],[-96.5576,33.8196],[-96.5481,33.8206],[-96.5471,33.8207],[-96.5322,33.8214],[-96.5308,33.8206],[-96.5273,33.8185],[-96.5223,33.8146],[-96.5188,33.8105],[-96.5169,33.8046],[-96.5158,33.7985],[-96.5147,33.7921],[-96.5132,33.7862],[-96.5113,33.7817],[-96.507,33.7774],[-96.502,33.7741],[-96.4981,33.7741],[-96.49,33.7745],[-96.4839,33.7749],[-96.4744,33.7773],[-96.4682,33.7803],[-96.4603,33.7814],[-96.4526,33.7817],[-96.4443,33.7811],[-96.434,33.7797],[-96.4241,33.7772],[-96.4211,33.7745],[-96.4167,33.7706],[-96.4131,33.7632],[-96.4103,33.7571],[-96.4038,33.7498],[-96.4033,33.7492],[-96.3959,33.7409],[-96.3842,33.7318],[-96.3809,33.7291],[-96.3773,33.7261],[-96.383,33.3995]]]},\"properties\":{\"name\":\"Collin\",\"state\":\"TX\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9db","contributors":{"authors":[{"text":"Gilbert, Clarence R.","contributorId":30965,"corporation":false,"usgs":true,"family":"Gilbert","given":"Clarence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143947,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Commons, G.G.","contributorId":52951,"corporation":false,"usgs":true,"family":"Commons","given":"G.G.","email":"","affiliations":[],"preferred":false,"id":143948,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Koberg, G. E.","contributorId":30212,"corporation":false,"usgs":true,"family":"Koberg","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143946,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kennon, F.W.","contributorId":88332,"corporation":false,"usgs":true,"family":"Kennon","given":"F.W.","affiliations":[],"preferred":false,"id":143949,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":974,"text":"wsp1669Y - 1964 - Ground-water resources of the Lowell area, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1669Y","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"Y","title":"Ground-water resources of the Lowell area, Massachusetts","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669Y","usgsCitation":"Baker, J.A., 1964, Ground-water resources of the Lowell area, Massachusetts: U.S. Geological Survey Water Supply Paper 1669, iv, 37 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1669Y.","productDescription":"iv, 37 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":137058,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669y/report-thumb.jpg"},{"id":25528,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25529,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25530,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25531,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669y/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db65848f","contributors":{"authors":[{"text":"Baker, John Augustus","contributorId":48159,"corporation":false,"usgs":true,"family":"Baker","given":"John","email":"","middleInitial":"Augustus","affiliations":[],"preferred":false,"id":142949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":976,"text":"wsp1669CC - 1964 - Natural sources of salinity in the Brazos River, Texas with particular reference to the Croton and salt Croton Creek basins","interactions":[{"subject":{"id":976,"text":"wsp1669CC - 1964 - Natural sources of salinity in the Brazos River, Texas with particular reference to the Croton and salt Croton Creek basins","indexId":"wsp1669CC","publicationYear":"1964","noYear":false,"chapter":"CC","title":"Natural sources of salinity in the Brazos River, Texas with particular reference to the Croton and salt Croton Creek basins"},"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":"2023-01-06T19:58:08.762707","indexId":"wsp1669CC","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"CC","title":"Natural sources of salinity in the Brazos River, Texas with particular reference to the Croton and salt Croton Creek basins","docAbstract":"<p>The average daily load of the Brazos River at Possum Kingdom Reservoir is about 2,800 tons of dissolved solids, of which 1,000 tons is chloride. More than 85 percent of the chloride load is contributed by the Salt Fork Brazos River, and more than 50 percent of the chloride load of the Brazos River originates from salt springs and seeps in Croton and Salt Crotdn Creeks, which are tributaries of Salt Fork Brazos River. The rest of the chloride is contributed from many small sources.</p>\n<p>The average daily chloride load of Croton Creek is 70 tons, much of which is carried during periods of flood runoff. The average daily chloride load of Salt Croton Creek is about 480 tons. Of this total, 330 tons is contributed by the base flow, which ranges from 0.5 to 2 cubic feet per second.</p>\n<p>The principal areas of salt springs and seeps in the Croton Creek basin are Hot Springs and Short Croton Salt Flats in northeastern Kent County. In the Salt Croton Creek basin, saline water is discharged in Dove Creek Salt Flat, Dove Creek near Dove Creek Salt Flat, and three small salt flats on Haystack Creek, all in southwestern King County and northwestern Stonewall County.</p>\n<p>Salt springs and seeps discharge from the rocks of the Whitehorse Group undifferentiated in the Croton Creek basin, and from the upper part of the Dog Creek Shale of the Pease River Group in the Salt Croton Creek basin. Both groups are of Permian age. The water that is discharged by springs and seeps in the Croton Creek basin is derived from the infiltration of precipitation and seepage from streams in the Duck Creek basin. The source of the water that discharges in the Salt Croton basin is not known.</p>\n<p>The salt load contributed to the Brazos River by the springs and seeps can be reduced, although the volume of salt water for disposal probably cannot be reduced or eliminated. Collecting and disposing of the base flow of Salt Croton Creek would reduce the salt load of the Brazos River by 30 percent; disposal of the total flow of Salt Croton Creek would reduce the salt load by 45 percent.</p>\n<p>The salt water may be disposed of by impounding it in reservoirs for evaporation or by injecting it underground through oil wells, oil tests, or wells drilled for saltwater disposal. Sediments in which the salt water possibly could be injected underlie the. 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