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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha165","usgsCitation":"Lambert, T.W., 1966, Availability of ground water in parts of Hamlin and Paris Landing quadrangles, Jackson Purchase Region, Kentucky: U.S. Geological Survey Hydrologic Atlas 165, 1 Plate: 47.68 × 35.00 inches, https://doi.org/10.3133/ha165.","productDescription":"1 Plate: 47.68 × 35.00 inches","costCenters":[],"links":[{"id":189680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":408122,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15526.htm","linkFileType":{"id":5,"text":"html"}},{"id":89640,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/165/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Kentucky","otherGeospatial":"Hamlin and Paris Landing quadrangles, Jackson Purchase region","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.125,\n 36.5\n ],\n [\n -88.042,\n 36.5\n ],\n [\n -88.042,\n 36.625\n ],\n [\n -88.125,\n 36.625\n ],\n [\n -88.125,\n 36.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6608c4","contributors":{"authors":[{"text":"Lambert, T. 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Ground water occurs as perched and semiperched bodies in alternate sandstone, shale, and limestone formations and under water-table conditions at the approximate level of the Green River in thick soluble limestone. Three continuous recorders that operated for 5 years indicate that precipitation on the Mammoth Cave plateau recharges the underlying sandstone rapidly. Ground water from the sandstone discharges horizontally to the edges of the plateau and vertically to underlying formations. Some of the precipitation recharges underlying formations almost immediately through overland flow to sinkholes and free fall through open shafts to pools at the water table. \r\n\r\nMuch of the precipitation on the Pennyroyal plain flows overland into sinkholes and then through solution openings to the Green River. Water from the Green River flows into limestone solution channels under Mammoth Cave plateau at some stages, and this water discharges again to the Green River downstream. The presence of salt water, high in chloride in the Green River, makes it possible to trace the movement of the river water through the underground streams. Graphs show relationships of chloride concentration, stage of the Green River, time, precipitation, ground-water levels, and stratigraphy.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1837","usgsCitation":"Brown, R., 1966, Hydrology of the cavernous limestones of the Mammoth Cave area, Kentucky: U.S. Geological Survey Water Supply Paper 1837, v, 64 p. :illus, maps. ;24 cm., https://doi.org/10.3133/wsp1837.","productDescription":"v, 64 p. :illus, maps. ;24 cm.","costCenters":[],"links":[{"id":138041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1837/report-thumb.jpg"},{"id":25784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1837/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4828e4b07f02db4e6015","contributors":{"authors":[{"text":"Brown, Richmond F.","contributorId":40577,"corporation":false,"usgs":true,"family":"Brown","given":"Richmond F.","affiliations":[],"preferred":false,"id":143139,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":32649,"text":"pp500C - 1966 - Probability concepts in geomorphology","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"pp500C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"500","chapter":"C","title":"Probability concepts in geomorphology","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Theoretical papers in the hydrologic and geomorphic sciences","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp500C","usgsCitation":"Scheidegger, A.E., and Langbein, W.B., 1966, Probability concepts in geomorphology: U.S. Geological Survey Professional Paper 500, p. C1-C14, https://doi.org/10.3133/pp500C.","productDescription":"p. C1-C14","costCenters":[],"links":[{"id":21958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0500c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160517,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0500c/report-thumb.jpg"}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660c38","contributors":{"authors":[{"text":"Scheidegger, A. E.","contributorId":14463,"corporation":false,"usgs":true,"family":"Scheidegger","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":208856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Langbein, W. B.","contributorId":102053,"corporation":false,"usgs":true,"family":"Langbein","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":208857,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6075,"text":"pp494B - 1966 - Hydrologic basin, Death Valley, California","interactions":[],"lastModifiedDate":"2025-05-20T20:41:46.801605","indexId":"pp494B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"494","chapter":"B","title":"Hydrologic basin, Death Valley, California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp494B","usgsCitation":"Hunt, C.B., Robinson, T.W., Bowles, W., and Washburn, A., 1966, Hydrologic basin, Death Valley, California: U.S. Geological Survey Professional Paper 494, Report: vii, 138 p.; 3 Plates: 21.00 x 31.00 inches or smaller, https://doi.org/10.3133/pp494B.","productDescription":"Report: vii, 138 p.; 3 Plates: 21.00 x 31.00 inches or smaller","costCenters":[],"links":[{"id":486245,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4504.htm","linkFileType":{"id":5,"text":"html"}},{"id":33109,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0494b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33108,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0494b/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33107,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0494b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33106,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0494b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121764,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0494b/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Death Valley salt pan","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -117.15546550763511,\n 36.65701670289708\n ],\n [\n -117.15546550763511,\n 35.785535710593365\n ],\n [\n -116.44913482216359,\n 35.785535710593365\n ],\n [\n -116.44913482216359,\n 36.65701670289708\n ],\n [\n -117.15546550763511,\n 36.65701670289708\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6116bc","contributors":{"authors":[{"text":"Hunt, Charles Butler cdhunt@usgs.gov","contributorId":22338,"corporation":false,"usgs":true,"family":"Hunt","given":"Charles","email":"cdhunt@usgs.gov","middleInitial":"Butler","affiliations":[],"preferred":false,"id":152061,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, T. W.","contributorId":82285,"corporation":false,"usgs":true,"family":"Robinson","given":"T.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":152063,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bowles, W.A.","contributorId":106048,"corporation":false,"usgs":true,"family":"Bowles","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":152064,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Washburn, A.L.","contributorId":67505,"corporation":false,"usgs":true,"family":"Washburn","given":"A.L.","email":"","affiliations":[],"preferred":false,"id":152062,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1126,"text":"wsp1663E - 1966 - Hydrology of the Upper Capibaribe Basin, Pernambuco, Brazil - A reconnaissance in an Area of Crystalline Rocks","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1663E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1663","chapter":"E","title":"Hydrology of the Upper Capibaribe Basin, Pernambuco, Brazil - A reconnaissance in an Area of Crystalline Rocks","docAbstract":"The upper Capibaribe basin is the western three-fourths, approximately, of the valley of the river that empties into the Atlantic Ocean at Recife, the capital of the State of Pernambuco, Brazil. It is the part of the drainage basin that is within the Drought Polygon of northeast Brazil, and it totals about 5,400 square kilometers. It receives relatively abundant precipitation in terms of the annual average, yet is regarded as hot subhumid to semiarid because the precipitation is uneven from year to year and place to place. The dependable water supply, therefore, is small. \r\n\r\nThe basin has water, which could be put to better use than at present, but the opportunities for augmenting the usable supply are not great. The streams are intermittent and therefore cannot be expected to fill surface reservoirs and to keep them filled. The ground-water reservoirs have small capacity--quickly filled and quickly drained. \r\n\r\nA rough estimate based on the records for 1964 suggests that, of 4,700 million cubic meters of precipitation in the upper Capibaribe basin, 2,700 million cubic meters (57 percent) left the basin as runoff and 2,000 million cubic meters {43 percent) went into underground storage or was evaporated or transpired. The bedrock of the upper Capibaribe basin is composed of granite, gneiss, schist, and other varieties of crystalline rocks, which have only insignificant primary permeability. They are permeable mainly where fractured. The principal fracture zones, fortunately, are in the valleys, where water accumulates and can feed into them, but the volume of fractured rock is small in relation to the basin as a whole. A well in a large water-filled fracture zone may yield up to 20,000 liters per hour, but the average well yields less than one-fourth this amount, and some wells yield none. \r\n\r\nThe saprolite, or weathered rock, is many meters thick at some places especially in the eastern half of the upper Capibaribe basin. It contains water locally, but ordinarily will yield only small quantities to wells. The alluvium probably is the most productive aquifer in the basin, but is limited to narrow bands along the rivers that generally are no more than a few hundred meters wide and 5 meters thick. The alluvium contains variable amounts of silty sand capable of yielding small to moderate quantities of water to wells. Wells driven or dug into the alluvium could solve many small water problems. The chemical quality of the water in the upper Capibaribe basin ranges from good to bad and generally presents a major problem that cannot be solved solely by applying geological criteria. Mineralized water is widespread in the area, both in streams and underground, and .the choice of aquifers is small. All known aquifers contain, at one place or another, water that is mineralized, leaving no alternative for a natural supply of good-quality water. \r\n\r\nAlthough much of the available water is unsatisfactory for human consumption, it is generally acceptable for animals and therefore meets one of the principal water needs. Some of the ground water could be made potable by diluting it with rainwater, which could be collected during rainy seasons and temporarily stored in cisterns or reservoirs.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1663E","usgsCitation":"Chada Filho, L.G., Dias Pessoa, M., and Sinclair, W.C., 1966, Hydrology of the Upper Capibaribe Basin, Pernambuco, Brazil - A reconnaissance in an Area of Crystalline Rocks: U.S. Geological Survey Water Supply Paper 1663, iv, 44 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1663E.","productDescription":"iv, 44 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1663e/report-thumb.jpg"},{"id":25902,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1663e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25903,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1663e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb3f","contributors":{"authors":[{"text":"Chada Filho, Luiz Goncalves","contributorId":48161,"corporation":false,"usgs":true,"family":"Chada Filho","given":"Luiz","email":"","middleInitial":"Goncalves","affiliations":[],"preferred":false,"id":143220,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dias Pessoa, Mario","contributorId":10778,"corporation":false,"usgs":true,"family":"Dias Pessoa","given":"Mario","email":"","affiliations":[],"preferred":false,"id":143218,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sinclair, William C.","contributorId":14798,"corporation":false,"usgs":true,"family":"Sinclair","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":143219,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":1994,"text":"wsp1532C - 1966 - Effects of agricultural conservation practices on the hydrology of Corey Creek basin, Pennsylvania, 1954-60","interactions":[],"lastModifiedDate":"2017-06-26T08:27:00","indexId":"wsp1532C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1532","chapter":"C","title":"Effects of agricultural conservation practices on the hydrology of Corey Creek basin, Pennsylvania, 1954-60","docAbstract":"Analyses of data collected from two small basins in northern Pennsylvania during the period May 1954 to September 1960 indicated that changes in land use and land treatment have affected suspended- sediment discharge from the basins. Extensive land use and land-treatment changes have taken place in the 12.2-square-mile Corey Creek study basin, whereas such changes in the 10.2-square-mile Elk Run basin, which is adjacent to the northeast, have been relatively slight. Elk Run basin, which is topographically and hydrologically similar to Corey Creek basin, was used as an external control for the Corey Creek basin study. \r\n\r\nMultiple-regression analysis showed that of all the variables, runoff correlated most highly with the sediment yield of each basin. \r\n\r\nSurveys at selected cross-sections of the two streams indicated that most channel changes were in the banks rather than in the bed. At points where the stream channel slope was greater than 70 feet per mile, the average annual change in cross-sectional area at the measured ranges was less than +--2.5 square feet. Filling of the stream channel occurred where the slope was 70 feet per mile or less, and such filling was greater in Corey Creek than in Elk Run. \r\n\r\nTrend analyses of data from both basins indicated no persistent changers in quantity of runoff, precipitation, or runoff intensity (peakedness), although similar analyses indicated significant changes in the rate of suspended-sediment discharge from both basins. During the period September 1957 to September 1960, sediment discharge from Corey Creek basin decreased by 11 percent relative to the sediment discharge from Elk Run. All, or most, of this decrease was the result of a decrease in sediment discharge during the May to October growing seasons. No significant trends were detected in data collected d-ring the November to April dormant season. \r\n\r\nA factor, termed the relative erosion potential, was formulated for evaluating the effects of changes in the hydrologic cover conditions. This factor was adjusted for- the effects of diversion terrace construction in the Corey Creek basin. A rank correlation test of the adjusted relative erosion potential versus the growing season Corey Creek-Elk Run suspended-sediment discharge ratio resulted in a correlation coefficient, r=0.71, significant at the 3 percent level. The least-squares regression equation derived from the .same data. was Y=0.276 X - 6.89. \r\n\r\nwhere Y was the Corey Creek-Elk Run sediment-discharge ratio and X was the adjusted relative erosion potential. The correlation coefficient was 0.65. significant at the 12 percent level. Standard error of estimate was 0.44. or about ?20 percent of the observed variation in the sediment-discharge ratio.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1532C","usgsCitation":"Jones, B.L., 1966, Effects of agricultural conservation practices on the hydrology of Corey Creek basin, Pennsylvania, 1954-60: U.S. Geological Survey Water Supply Paper 1532, v, 55 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1532C.","productDescription":"v, 55 p. :ill. ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":27395,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138483,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532c/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624b61","contributors":{"authors":[{"text":"Jones, Benjamin L.","contributorId":78313,"corporation":false,"usgs":true,"family":"Jones","given":"Benjamin","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144491,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2306,"text":"wsp1822 - 1966 - Selected techniques in water resources investigations, 1965","interactions":[],"lastModifiedDate":"2017-09-06T15:33:12","indexId":"wsp1822","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1822","title":"Selected techniques in water resources investigations, 1965","docAbstract":"Increasing world activity in water-resources development has created an interest in techniques for conducting investigations in the field. In the United States, the Geological Survey has the responsibility for extensive and intensive hydrologic studies, and the Survey places considerable emphasis on discovering better ways to carry out its responsibility. For many years, the dominant interest in field techniques has been \"in house,\" but the emerging world interest has led to a need for published accounts of this progress. In 1963 the Geological Survey published \"Selected Techniques in Water Resources Investigations\" (Water-Supply Paper 1669-Z) as part of the series \"Contributions to the Hydrology of the United States.\"
The report was so favorably received that successive volumes are planned, of which this is the first. The present report contains 25 papers that represent new ideas being tested or applied in the hydrologic field program of the Geological Survey. These ideas range from a proposed system for monitoring fluvial sediment to how to construct stream-gaging wells from steel oil drums. The original papers have been revised and edited by the compilers, but the ideas presented are those of the authors. The general description of the bubble gage on page 2 has been given by the compilers as supplementary information.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1822","usgsCitation":"1966, Selected techniques in water resources investigations, 1965: U.S. Geological Survey Water Supply Paper 1822, iii, 117 p., https://doi.org/10.3133/wsp1822.","productDescription":"iii, 117 p.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":137715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1822/report-thumb.jpg"},{"id":28129,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1822/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a03e4b07f02db5f830d","contributors":{"compilers":[{"text":"Mesnier, Glennon N.","contributorId":67488,"corporation":false,"usgs":true,"family":"Mesnier","given":"Glennon","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":709724,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":709725,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}} ,{"id":2552,"text":"wsp1863 - 1966 - Bibliography of hydrology of the United States 1963","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1863","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1863","title":"Bibliography of hydrology of the United States 1963","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1863","usgsCitation":"Randolph, J., and Deike, R.G., 1966, Bibliography of hydrology of the United States 1963: U.S. Geological Survey Water Supply Paper 1863, xvi, 166 p. ;23 cm., https://doi.org/10.3133/wsp1863.","productDescription":"xvi, 166 p. ;23 cm.","costCenters":[],"links":[{"id":138618,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1863/report-thumb.jpg"},{"id":28800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1863/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db629333","contributors":{"authors":[{"text":"Randolph, J.R.","contributorId":19532,"corporation":false,"usgs":true,"family":"Randolph","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":145386,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Deike, Ruth G.","contributorId":76712,"corporation":false,"usgs":true,"family":"Deike","given":"Ruth","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145387,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1011,"text":"wsp1819C - 1966 - Summary of hydrologic conditions of the Louisville area, Kentucky","interactions":[],"lastModifiedDate":"2021-12-01T19:30:30.603416","indexId":"wsp1819C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"C","title":"Summary of hydrologic conditions of the Louisville area, Kentucky","docAbstract":"Water problems and their solutions have been associated with the growth and development of the Louisville area for more than a century. Many hydrologic data that aided water users in the past can be applied to present water problems and will be helpful for solving many similar problems in the future. Most of the water problems of Louisville, a water-rich area, concern management and are associated with the distribution of supplies, the quality of water, drainage, and waste disposal. \r\n\r\nThe local hydrologic system at Louisville is dominated by the Ohio River and the glacial-outwash deposits beneath its flood plain. The water-bearing limestones in the uplands are ,secondary sources of water. The average flow of the Ohio River at Louisville, 73 billion gallons per day, and the potential availability of 370 million gallons per day of ground water suitable for industrial cooling purposes minimize the chance of acute water shortage in the area. Under current development, use of water averages about 211 million gallons per day, excluding about 392 million gallons of Ohio River water circulated daily through steampower plants and returned directly to the river. Optimum use and control of the water resources will be dependent on solving several water problems. The principal sources of water are in the Ohio River bottom land, whereas the new and potential centers of use are in the uplands. Either water must be piped to these new centers from the present sources or new supplies must be developed. Available data on streamflow and ground water are adequate to plan for the development of small local supplies. \r\n\r\nSince the completion of floodwalls and levees in 1953, widespread damage from flooding is a thing of the past in the Louisville area. Some local flooding of unprotected areas and of lowlands along tributary streams still takes place. The analyses of streamflow data are useful in planning for protection of these areas, but additional streamflow records and flood-area mapping are needed to best solve the problem. Droughts are a problem only to users of small water supplies in the uplands, where additional water either can be imported or developed locally. \r\n\r\nPollution and undesirable chemical quality of water for some uses are the most serious drawbacks to the optimum development of the water resources in Louisville and Jefferson County. Available chemical analyses of ground water are useful for determining its suitability for various uses, but additional data are needed to guide management decisions. Sources of contamination should be inventoried and water samples analyzed periodically to monitor changes in quality.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1965","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1819C","usgsCitation":"Bell, E.A., 1966, Summary of hydrologic conditions of the Louisville area, Kentucky: U.S. Geological Survey Water Supply Paper 1819, Report: iv, 36 p.; 6 Plates: 37.50 × 19.00 inches or smaller, https://doi.org/10.3133/wsp1819C.","productDescription":"Report: iv, 36 p.; 6 Plates: 37.50 × 19.00 inches or smaller","costCenters":[],"links":[{"id":392337,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25021.htm"},{"id":25615,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25614,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25613,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25612,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25611,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25610,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819c/report-thumb.jpg"}],"country":"United States","state":"Kentucky","city":"Louisville","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -85.87188720703125,\n 38.005902055387054\n ],\n [\n -85.51071166992188,\n 38.005902055387054\n ],\n [\n -85.51071166992188,\n 38.35350340353833\n ],\n [\n -85.87188720703125,\n 38.35350340353833\n ],\n [\n -85.87188720703125,\n 38.005902055387054\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69905c","contributors":{"authors":[{"text":"Bell, Edwin Allen","contributorId":84340,"corporation":false,"usgs":true,"family":"Bell","given":"Edwin","email":"","middleInitial":"Allen","affiliations":[],"preferred":false,"id":143021,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24349,"text":"ofr67189 - 1966 - A preliminary evaluation of airborne and spaceborne remote sensing data for hydrologic uses","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"ofr67189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"67-189","title":"A preliminary evaluation of airborne and spaceborne remote sensing data for hydrologic uses","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr67189","issn":"0094-9140","usgsCitation":"Robinove, C., 1966, A preliminary evaluation of airborne and spaceborne remote sensing data for hydrologic uses: U.S. Geological Survey Open-File Report 67-189, 1 v. 5 p. ;28 cm., https://doi.org/10.3133/ofr67189.","productDescription":"1 v. 5 p. ;28 cm.","costCenters":[],"links":[{"id":156767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6aad3f","contributors":{"authors":[{"text":"Robinove, C.J.","contributorId":68778,"corporation":false,"usgs":true,"family":"Robinove","given":"C.J.","affiliations":[],"preferred":false,"id":191736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2792,"text":"wsp1809T - 1966 - Hydrology of the alluvium of the Arkansas River, Muskogee, Oklahoma, to Fort Smith, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1809T","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1809","chapter":"T","title":"Hydrology of the alluvium of the Arkansas River, Muskogee, Oklahoma, to Fort Smith, Arkansas","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1809T","usgsCitation":"Tanaka, H.H., Hollowell, J.R., and Murphy, J.J., 1966, Hydrology of the alluvium of the Arkansas River, Muskogee, Oklahoma, to Fort Smith, Arkansas: U.S. Geological Survey Water Supply Paper 1809, iv, 42 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1809T.","productDescription":"iv, 42 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1809t/report-thumb.jpg"},{"id":29278,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809t/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29279,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809t/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29280,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809t/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29281,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1809t/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbf7","contributors":{"authors":[{"text":"Tanaka, Harry H.","contributorId":13604,"corporation":false,"usgs":true,"family":"Tanaka","given":"Harry","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145798,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hollowell, Jerrald R.","contributorId":51278,"corporation":false,"usgs":true,"family":"Hollowell","given":"Jerrald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145799,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Murphy, John Joseph","contributorId":8453,"corporation":false,"usgs":true,"family":"Murphy","given":"John","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":145797,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":5906,"text":"pp518 - 1966 - Lake Bonneville: Geology and hydrology of the Weber Delta district, including Ogden, Utah","interactions":[],"lastModifiedDate":"2018-03-26T15:43:48","indexId":"pp518","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"518","title":"Lake Bonneville: Geology and hydrology of the Weber Delta district, including Ogden, Utah","docAbstract":"A cooperative investigation to determine the geology of the Weber Delta district, with emphasis on the occurrence and chemical quality of ground water, was made by the U.S. Geological Survey and the U.S. Bureau of Reclamation with the later assistance of the Utah State Engineer in the final preparation of the report. The Weber Delta district covers an area of almost 400 square miles between the Wasatch Range and the east shore of Great Salt Lake in north-central Utah. The district, which is about 30 miles long and 3-20 miles wide, is dominated by the Wasatch Range on the east. West of the mountains is a generally narrow foothill area, from which flatlands, interrupted by a few low sand ridges, slope gently westward to the shore of Great Salt Lake. Breaching the foothills and the flatlands near the center of the district is the Weber Delta, which is the largest of the deltas built in the Pleistocene Epoch by Lake Bonneville on an open plain. The Weber Delta, the smaller delta of the Ogden River to the north, and the alluvial fans of several small streams, coalesce to form a belt of plateau-like high-lands from 2 to 7 miles wide and about 10 miles long from north to south. Ten miles north of the city of Ogden the Pleasant View salient projects westward from the front of the Wasatch Range, and about 15 miles west of the mountain front, Little Mountain rises 450 feet above the surface of the nearly level plain.
","language":"English","publisher":"U.S. Governmetn Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp518","collaboration":"Prepared cooperatively by the U.S. Geological Survey and the U.S. Bureau of Reclamation with the cooperationof the Utah State Engineer ","usgsCitation":"Feth, J.H., Barker, D., Moore, L., Brown, R.J., and Veirs, C., 1966, Lake Bonneville: Geology and hydrology of the Weber Delta district, including Ogden, Utah: U.S. Geological Survey Professional Paper 518, Report: vii, 76 p; 11 Plates: 31.50 in. x 34.00 in. or smaller, https://doi.org/10.3133/pp518.","productDescription":"Report: vii, 76 p; 11 Plates: 31.50 in. x 34.00 in. or smaller","numberOfPages":"86","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":32782,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-05.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Contour map and profile of top of Delta aquifer, Weber Delta district, Utah"},{"id":32784,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-07.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrograph of discharge from Gateway Tunnel, July 1953 to March 1956, Weber Delta district, Utah"},{"id":32786,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-09.pdf","text":"Plate 9","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Weber Delta district showing generalized piezometric surfaces and part of the water table in December 1955"},{"id":32779,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-02.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Weber Delta district, Utah, showing the ratio, in percent, of clay and silt in the materials reported in drillers' logs for the section between the land surface and a depth of 200 feet"},{"id":32783,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-06.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Contour map and profile of top of Sunset aquifer, Weber Delta district, Utah"},{"id":32785,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-08.pdf","text":"Plate 8","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrographs of selected wells in the Weber Delta district, Utah"},{"id":32788,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-11.pdf","text":"Plate 11","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Diagram showing general chemical character of water in the Weber Delta district, 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