{"pageNumber":"5988","pageRowStart":"149675","pageSize":"25","recordCount":165846,"records":[{"id":2722,"text":"wsp1615B - 1964 - Hydrogeology of a part of the Grand Prairie Region, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1615B","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":"1615","chapter":"B","title":"Hydrogeology of a part of the Grand Prairie Region, Arkansas","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1615B","usgsCitation":"Sniegocki, R.T., 1964, Hydrogeology of a part of the Grand Prairie Region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iv, 72 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1615B.","productDescription":"iv, 72 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615b/report-thumb.jpg"},{"id":29118,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29119,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29120,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29121,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29122,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29123,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29124,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29125,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1615b/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29126,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624657","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145667,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1258,"text":"wsp1618 - 1964 - Use of ground-water reservoirs for storage of surface water in the San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1618","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":"1618","title":"Use of ground-water reservoirs for storage of surface water in the San Joaquin Valley, California","docAbstract":"The San Joaquin Valley includes roughly the southern two-thirds of the Central Valley of California, extending 250 miles from Stockton on the north to Grapevine at the foot of the Tehachapi Mountains. The valley floor ranges in width from 25 miles near Bakersfield to about 55 miles near Visalia; it has a surface area of about 10,000 square miles. More than one-quarter of all the ground water pumped for irrigation in the United States is used in this highly productive valley. Withdrawal of ground water from storage by heavy pumping not only provides a needed irrigation water supply, but it also lowers the ground-water level and makes storage space available in which to conserve excess water during periods of heavy runoff. A storage capacity estimated to be 93 million acre-feet to a depth of 200 feet is available in this ground-water reservoir. This is about nine times the combined capacity of the existing and proposed surface-water reservoirs in the San Joaquin Valley under the California Water Plan.\r\n\r\nThe landforms of the San Joaquin Valley include dissected uplands, low plains and fans, river flood plains and channels, and overflow lands and lake bottoms. Below the land surface, unconsolidated sediments derived from the surrounding mountain highlands extend downward for hundreds of feet. These unconsolidated deposits, consisting chiefly of alluvial deposits, but including some widespread lacustrine sediments, are the principal source of ground water in the valley. Ground water occurs under confined and unconfined conditions in the San Joaquin Valley. In much of the western, central, and southeastern parts of the valley, three distinct ground-water reservoirs are present. In downward succession these are 1) a body of unconfined and semiconfined fresh water in alluvial deposits of Recent, Pleistocene, and possibly later Pliocene age, overlying the Corcoran clay member of the Tulare formation; 2) a body of fresh water confined beneath the Corcoran clay member, which occurs in alluvial and lacustrine deposits of late Pliocene age or older; and 3) a body of saline connate water contained in marine sediments of middle Pliocene or older age, which underlies the fresh-water body throughout the area. In much of the eastern part of the valley, especially in the areas of the major streams, the Corcoran clay member is not present and ground water occurs as one fresh-water body to considerable depth.\r\n\r\nThe ground-water body is replenished by infiltration of rainfall, by infiltration from streams, canals, and ditches, by underflow entering the valley from tributary stream canyons, and by infiltration of excess irrigation water. In much of the valley, however, the annual rainfall is so low that little penetrates deeply, and soil-moisture deficiency is perennial. Infiltration from stream channels and canals and from irrigated fields are the principal sources of groundwater recharge. The ground-water storage capacity of the San Joaquin Valley has been estimated in an earlier report (Davis and others, 1959) as 93 million acre-feet. This is the quantity of water that would drain by gravity from the valley deposits if the regional water level were lowered from 10 to 200 feet below the land surface. Storage capacity was estimated for only the part of the valley considered to be potentially usable as a ground-water reservoir. In this study, a 200foot depth was selected as a practical valley-wide depth limit for unwatering \r\n\r\nunder full utilization of the ground-water reservoir, even though in localized areas sections in excess of 350 feet in depth have already been dewatered. Some of the factors that locally limit the utilization of the ground-water reservoir are inferior water quality, relatively impermeable surface soils, and relatively impermeable subsurface deposits. On the basis of a detailed analysis of la peg model, the subsurface geology of the San Joaquin Valley was subdivided into predominantly permeable and impermeable zones in the 1","language":"ENGLISH","publisher":"United States Govt. Print. Off.,","doi":"10.3133/wsp1618","usgsCitation":"Davis, G.H., Lofgren, B.E., and Mack, S., 1964, Use of ground-water reservoirs for storage of surface water in the San Joaquin Valley, California: U.S. Geological Survey Water Supply Paper 1618, vii, 125 p. :illus., maps, diagrs., tables. and portfolio ;24 cm., https://doi.org/10.3133/wsp1618.","productDescription":"vii, 125 p. :illus., maps, diagrs., tables. and portfolio ;24 cm.","costCenters":[],"links":[{"id":137412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1618/report-thumb.jpg"},{"id":26195,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26196,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26197,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26198,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26199,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26200,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26201,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26202,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26203,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26204,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26205,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1618/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26206,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1618/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604592","contributors":{"authors":[{"text":"Davis, G. H.","contributorId":40963,"corporation":false,"usgs":true,"family":"Davis","given":"G.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143449,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lofgren, B. E.","contributorId":42579,"corporation":false,"usgs":true,"family":"Lofgren","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143450,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mack, Seymour","contributorId":101247,"corporation":false,"usgs":true,"family":"Mack","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":143451,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2732,"text":"wsp1676 - 1964 - Magnitude and frequency of floods in the United States. Part 3-B. Cumberland and Tennessee River basins","interactions":[],"lastModifiedDate":"2022-01-03T20:23:23.199318","indexId":"wsp1676","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":"1676","title":"Magnitude and frequency of floods in the United States. Part 3-B. Cumberland and Tennessee River basins","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1676","usgsCitation":"Speer, P.R., and Gamble, C.R., 1964, Magnitude and frequency of floods in the United States. Part 3-B. Cumberland and Tennessee River basins: U.S. Geological Survey Water Supply Paper 1676, Report: xii, 340 p.; 2 Plates: 27.00 × 18.00 inches, https://doi.org/10.3133/wsp1676.","productDescription":"Report: xii, 340 p.; 2 Plates: 27.00 × 18.00 inches","costCenters":[],"links":[{"id":393789,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24885.htm"},{"id":29148,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1676/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29147,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1676/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29146,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1676/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1676/report-thumb.jpg"}],"country":"United States","state":"Alabama, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee, Virginia","otherGeospatial":"Cumberland and Tennessee River basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.5,\n 34.192\n ],\n [\n -81.3330,\n 34.192\n ],\n [\n -81.3330,\n 37.5\n ],\n [\n -88.5,\n 37.5\n ],\n [\n -88.5,\n 34.192\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495dc","contributors":{"authors":[{"text":"Speer, Paul R.","contributorId":24768,"corporation":false,"usgs":true,"family":"Speer","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145681,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gamble, C. R.","contributorId":26727,"corporation":false,"usgs":true,"family":"Gamble","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145682,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2733,"text":"wsp1673 - 1964 - Magnitude and frequency of floods in the United States; part 2-A. South Atlantic slope basins, James River to Savannah River","interactions":[],"lastModifiedDate":"2022-01-07T20:41:08.645519","indexId":"wsp1673","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":"1673","title":"Magnitude and frequency of floods in the United States; part 2-A. South Atlantic slope basins, James River to Savannah River","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1673","usgsCitation":"Speer, P.R., and Gamble, C.R., 1964, Magnitude and frequency of floods in the United States; part 2-A. South Atlantic slope basins, James River to Savannah River: U.S. Geological Survey Water Supply Paper 1673, Report: x, 329 p.; 3 Plates: 26.00 × 25.50 inches or smaller, https://doi.org/10.3133/wsp1673.","productDescription":"Report: x, 329 p.; 3 Plates: 26.00 × 25.50 inches or smaller","costCenters":[],"links":[{"id":29152,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1673/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29151,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1673/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29150,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1673/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29149,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1673/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1673/report-thumb.jpg"},{"id":110007,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24882.htm","linkFileType":{"id":5,"text":"html"},"description":"24882"}],"country":"United States","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -83.5,\n 32.05\n ],\n [\n -75.667,\n 32.05\n ],\n [\n -75.667,\n 38.333\n ],\n [\n -83.5,\n 38.333\n ],\n [\n -83.5,\n 32.05\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495ce","contributors":{"authors":[{"text":"Speer, Paul R.","contributorId":24768,"corporation":false,"usgs":true,"family":"Speer","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145684,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gamble, Charles R.","contributorId":6822,"corporation":false,"usgs":true,"family":"Gamble","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2780,"text":"wsp1657 - 1964 - Hydrogeology of northwestern Nassau and northeastern Queens Counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1657","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":"1657","title":"Hydrogeology of northwestern Nassau and northeastern Queens Counties, Long Island, New York","docAbstract":"A detailed investigation of the geology and ground-water occurrence in northwestern Nassau and northeastern Queens Counties, N.Y., has been completed by the U.S. Geological Survey, in cooperation with the Nassau County Department of Public Works and the New York State Water Resources Commission. The area, about 63 square miles, includes the peninsulas of Great Neck and Manhasset Neck and the western part of Nassau County as far south as Garden City. Unconsolidated sediments of Pleistocene and Cretaceous aged 200 to 800 feet thick, constitute the ground-water reservoir of the area. The reservoir includes three discrete aquifers, not all found in the same locality, which transect geologic boundaries. The shallow unconfined aquifer consists of those permeable Pleistocene and Cretaceous deposits that lie within the upper part of the zone of saturation, which extends from slightly below sea level to more than 110 feet above sea level. It is an abundant source of water in much of the area, particularly in the southern part, where the aquifer consists of coarse sand and gravel in a glacial-outwash plain. The intermediate or principal aquifer consists largely of that part of the Magothy(?) formation that occurs from about 50 feet below sea level downward to the top of the clay member of the Raritan formation. Locally, however, the aquifer includes Pleistocene deposits which blanket the Magothy(?) formation or lie in channels cut into it. Although the principal aquifer has limited extent to the north, it is the chief source of water in most of the area, except the peninsulas. The lower or deep confined aquifer is found beneath the entire project area, and consists of the Lloyd sand member of the Raritan formation and the hydraulically contiguous Jameco gravel. The lower limit of the aquifer is the bedrock surface; its upper limit is defined by the overlying clay member of the Raritan formation and the Gardiners clay, the latter abutting against the clay member on the north or, in some valleys and embankments, lying directly upon the clay member. Thus, hydraulic continuity exists between the Lloyd sand member of the Raritan formation (Cretaceous) and the Jameco gravel (Pleistocene) in the northern part of Manhasset and Great Necks. The two contiguous clay bodies overlying the aquifer, the clay member of the Raritan formation and the Gardiners clay, form an effective confining bed which probably extends beyond the shore lines of the project area. The deep confined aquifer is particularly important on Manhasset and Great Necks where locally it is the only source of water available for large public-supply or industrial needs. In general, ground-water supplies in sufficient quantity and of excellent quality can be obtained from the three aquifers underlying northwestern Nassau and northeastern Queens Counties, N.Y. Ground-water withdrawals for public supply have increased with population growth and expanded use from an average of about 10 millions of gallons per day in 1940 to 30 mgd in 1957. In addition, about 10 mgd are pumped for various industrial, institutional and private uses. Much of the water pumped by industry is returned to the ground by diffusion wells and recharge basins. However, an increasing amount of water is lost from the ground-water reservoir due to the expanding network of server systems discharging directly to the sea. \r\n\r\nIn the Manhasset Neck and Great Neck areas, ground-water resources are approaching full development in terms of the total available supply, if such development has not been reached already (1959). The chief limiting factor to further expansion lies in the geometry of the aquifers and the reduced thickness of permeable saturated sediments. In the northern part of both peninsulas, the ground-water reservoir is only about 200 to 400 feet thick, and, locally, as much as 75 percent of the strata in the reservoir consists of rather impermeable silt and clay of the Raritan formation or the Gardiners clay. I","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1657","usgsCitation":"Swarzenski, W.V., 1964, Hydrogeology of northwestern Nassau and northeastern Queens Counties, Long Island, New York: U.S. Geological Survey Water Supply Paper 1657, v, 90 p. :ill., maps ;24 cm. +, https://doi.org/10.3133/wsp1657.","productDescription":"v, 90 p. :ill., maps ;24 cm. +","costCenters":[],"links":[{"id":110002,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24849.htm","linkFileType":{"id":5,"text":"html"},"description":"24849"},{"id":138745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1657/report-thumb.jpg"},{"id":29236,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29237,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29238,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29239,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29240,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29241,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29242,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29243,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29244,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29245,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29246,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29247,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29248,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1657/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29249,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1657/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624617","contributors":{"authors":[{"text":"Swarzenski, Wolfgang V.","contributorId":30213,"corporation":false,"usgs":true,"family":"Swarzenski","given":"Wolfgang","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":145775,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1272,"text":"wsp1757D - 1964 - Ground-water provinces of southern Rhodesia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1757D","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":"1757","chapter":"D","title":"Ground-water provinces of southern Rhodesia","docAbstract":"Ground-water development, utilization, and occurrence in nine ground-water provinces of Southern Rhodesia are summarized in this report. Water obtained from drilled wells for domestic and stock use has played an important part in the social and economic development of Southern Rhodesia from the beginnings of European settlement to the present. Most of the wells obtain water from fractures and weathered zones in crystalline rocks, before recently, there has been an interest in the possibility of obtaining water for irrigation from wells. Studies of the authors indicate that quantities of water sufficient for irrigation can be obtained from alluvial sediments in the S'abi Valley, from Kalahari sands in the western part of the country, are perhaps from aquifers in other areas. \r\n\r\nThe ground-water provinces fall into two groups--those in the crystalline rocks and those in the noncrystalline rocks. Historically, the wells in crystalline rocks, especially the Gold belts province and the Intrusive granites province, have played a major role in supplying water for the needs of man. These provinces, together with two other less important crystalline rock provinces, form the broad arch which constitutes the central core of the country. The noncrystalline rocks overlie and flank the crystalline rocks to the southeast, northwest, and north. The noncrystalline rock provinces, especially the Alluvium-Kalahari province, contain the most productive or potentially productive ground-water reservoirs in Southern Rhodesia and offer promise of supplying water for irrigation and for other purposes.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1757D","usgsCitation":"Dennis, P.E., and Hindson, L., 1964, Ground-water provinces of southern Rhodesia: U.S. Geological Survey Water Supply Paper 1757, iii, 15 p. :map ;24 cm. + plate folded in pocket., https://doi.org/10.3133/wsp1757D.","productDescription":"iii, 15 p. :map ;24 cm. + plate folded in pocket.","costCenters":[],"links":[{"id":137504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757d/report-thumb.jpg"},{"id":26226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e2590","contributors":{"authors":[{"text":"Dennis, Philip Eldon","contributorId":8439,"corporation":false,"usgs":true,"family":"Dennis","given":"Philip","email":"","middleInitial":"Eldon","affiliations":[],"preferred":false,"id":143477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hindson, L.L.","contributorId":46924,"corporation":false,"usgs":true,"family":"Hindson","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":143478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":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":1278,"text":"wsp1576E - 1964 - Availability of ground water in parts of the Acoma and Laguna Indian Reservations, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1576E","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":"1576","chapter":"E","title":"Availability of ground water in parts of the Acoma and Laguna Indian Reservations, New Mexico","docAbstract":"The need for additional water has increased in recent years on the Acoma and Laguna Indian Reservations in west-central New Mexico because the population and per capita use of water have increased; the tribes also desire water for light industry, for more modern schools, and to increase their irrigation program. Many wells have been drilled in the area, but most have been disappointing because of small yields and poor chemical quality of the water. \r\n\r\nThe topography in the Acoma and Laguna Indian Reservations is controlled primarily by the regional and local dip of alternating beds of sandstone and shale and by the igneous complex of Mount Taylor. The entrenched alluvial valley along the Rio San Jose, which traverses the area, ranges in width from about 0.4 mile to about 2 miles. \r\n\r\nThe climate is characterized by scant rainfall, which occurs mainly in summer, low relative humidity, and large daily fluctuations of temperature. Most of the surface water enters the area through the Rio San Jose. The average annual streamflow past the gaging station Rio San Jose near Grants, N. Mex. is about 4,000 acre-feet. Tributaries to the Rio San Jose within the area probably contribute about 1,000 acre-feet per year. At the present time, most of the surface water is used for irrigation. \r\n\r\nGround water is obtained from consolidated sedimentary rocks that range in age from Triassic to Cretaceous, and from unconsolidated alluvium of Quaternary age. The principal aquifers are the Dakota Sandstone, the Tres Hermanos Sandstone Member of the Mancos Shale, and the alluvium. The Dakota Sandstone yields 5 to 50 gpm (gallons per minute) of water to domestic and stock wells. The Tres Hermanos sandstone Member generally yields 5 to 20 gpm of water to domestic and stock wells. Locally, beds of sandstone in the Chinle and Morrison Formations, the Entrada Sandstone, and the Bluff Sandstone also yield small supplies of water to domestic and stock wells. The alluvium yields from 2 gpm to as much as 150 gpm of water to domestic and stock wells. Thirteen test wells were drilled in a search for usable supplies of ground water for pueblo and irrigation supply and to determine the geologic and hydrologic characteristics of the water-bearing material. The performance of six of the test wells suggests that the sites are favorable for pueblo or irrigation supply wells. The yield of the other seven wells was too small or the quality of the water was too poor for development of pueblo or irrigation supply to be feasible. However, the water from one of the seven wells was good in chemical quality, and the yield was large enough to supply a few homes with water. \r\n\r\nThe tests suggest that the water in the alluvium of the Rio San Jose valley is closely related to the streamflow and that it might be possible to withdraw from the alluvium in summer and replenish it in winter. The surface flow in summer might be decreased by extensive pumpage of ground water, but on the other hand, more of the winter flow could be retained in the area by storage in the ground-water reservoir. Wells could be drilled along the axis of the valley, and the water could be pumped into systems for distribution to irrigated farms. The chemical quality of ground water in the area varies widely from one stratigraphic unit to another and laterally within each unit and commonly the water contains undesirably large amounts of sulfate. However, potable water has been obtained locally from all the aquifers. The water of best quality seemingly is in the Tres Hermanos Sandstone Member of the Mancos Shale and in the alluvium north of the Rio San Jose. The largest quantity of water that is suitable for irrigation is in the valley fill along the Rio San Jose. \r\n\r\nIntensive pumping of ground water from aquifers containing water of good quality may draw water of inferior chemical quality into the wells.","language":"ENGLISH","publisher":"United States Government Printing Office,","doi":"10.3133/wsp1576E","usgsCitation":"Dinwiddie, G.A., and Motts, W.S., 1964, Availability of ground water in parts of the Acoma and Laguna Indian Reservations, New Mexico: U.S. Geological Survey Water Supply Paper 1576, iv, 65 p. :ill., map ;24 cm. & 3 maps in pocket., https://doi.org/10.3133/wsp1576E.","productDescription":"iv, 65 p. :ill., map ;24 cm. & 3 maps in pocket.","costCenters":[],"links":[{"id":137528,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1576e/report-thumb.jpg"},{"id":26238,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26239,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26240,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576e/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1576e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65db99","contributors":{"authors":[{"text":"Dinwiddie, George A.","contributorId":21135,"corporation":false,"usgs":true,"family":"Dinwiddie","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143488,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Motts, Ward Sundt","contributorId":68708,"corporation":false,"usgs":true,"family":"Motts","given":"Ward","email":"","middleInitial":"Sundt","affiliations":[],"preferred":false,"id":143489,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2821,"text":"wsp1779M - 1964 - Historical floods in New England","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"wsp1779M","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":"M","title":"Historical floods in New England","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;","doi":"10.3133/wsp1779M","isbn":"pbk","usgsCitation":"Thomson, M., Cannon, W., Thomas, M.P., and Hayes, S., 1964, Historical floods in New England: U.S. Geological Survey Water Supply Paper 1779, iv, 105 p. ;24 cm., https://doi.org/10.3133/wsp1779M.","productDescription":"iv, 105 p. ;24 cm.","costCenters":[],"links":[{"id":138741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779m/report-thumb.jpg"},{"id":29379,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62eac3","contributors":{"authors":[{"text":"Thomson, M.T.","contributorId":99961,"corporation":false,"usgs":true,"family":"Thomson","given":"M.T.","email":"","affiliations":[],"preferred":false,"id":145854,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cannon, W.B.","contributorId":45695,"corporation":false,"usgs":true,"family":"Cannon","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":145852,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, M. P.","contributorId":62574,"corporation":false,"usgs":true,"family":"Thomas","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145853,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hayes, S.S.","contributorId":33303,"corporation":false,"usgs":true,"family":"Hayes","given":"S.S.","email":"","affiliations":[],"preferred":false,"id":145851,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":245,"text":"wsp1660B - 1964 - Summary of floods in the United States during 1958","interactions":[],"lastModifiedDate":"2017-09-06T17:48:22","indexId":"wsp1660B","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":"1660","chapter":"B","title":"Summary of floods in the United States during 1958","docAbstract":"

This report describes the most outstanding floods that occurred in the United States during 1958.

A series of storms from January 23 to February 16 brought large amounts of precipitation to northern California and produced damaging floods, particularly in the Lower Sacramento Valley where losses totaled about \\$12 million.

Major floods, notable because of the large area affected, occurred on many small streams in central and south Texas, following heavy general rains in late February. Extensive flooding occurred along the Gulf Coastal plain on the lower reaches of the major streams from the Brazos River to the Nueces River. Two lives were lost, and property damage exceeded \\$1 million.

Damaging floods of April 1-7 followed one of the wettest winters in California history. Swollen streams overflowed their banks throughout the central part of the State, and discharge peaks on many streams exceeded those .of the floods of December 1955. Most severely flooded was the San Francisco Bay area. Total flood damage was estimated at \\$23 million.

The storms and floods of April-May in Louisiana and adjacent States outranked all other floods in the United States during 1958 with respect to intensity of rain over a large area, number of streams having maximum discharge of record, rare occurrence of peaks, and great amount (\\$21 million) of resultant damage.

Heavy rains on June 8-15 caused one of the greatest summer floods of record in central Indiana. Peak discharges were high and of rare occurrences. Failure of numerous levees along the Wabash River caused great damage. Crop damage alone was estimated at \\$48 million.

Intense rains of July 1-2 caused record-breaking floods in southwestern Iowa. Rapid rises and the great magnitude of the floods on small streams resulted in 18 deaths and many injuries. Six towns and cities along the East Nishnabotna River and its tributaries were particularly hard hit; rural damage was also high. Total damage was estimated at \\$15 million.

Heavy rains (as much as 40 inches during the last 2 weeks in September) from the middle of September to the middle of October caused destructive floods along the Rio Grande in Texas and Mexico. Many communities were isolated by the flood waters, and damage to crops was great.

In addition to the 7 floods mentioned above, 21 others of lesser magnitude are reported in this annual summary.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1660B","collaboration":"Prepared in cooperation with Federal, State, and local agencies","usgsCitation":"Hendricks, E.L., 1964, Summary of floods in the United States during 1958: U.S. Geological Survey Water Supply Paper 1660, vi, 97 p., https://doi.org/10.3133/wsp1660B.","productDescription":"vi, 97 p.","numberOfPages":"104","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":136589,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1660b/report-thumb.jpg"},{"id":24852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1660b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6992a6","contributors":{"authors":[{"text":"Hendricks, E. L.","contributorId":50126,"corporation":false,"usgs":true,"family":"Hendricks","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":142137,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1283,"text":"wsp1757B - 1964 - Ground-water resources of the Bengasi area, Cyrenaica, United Kingdom of Libya","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1757B","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":"1757","chapter":"B","title":"Ground-water resources of the Bengasi area, Cyrenaica, United Kingdom of Libya","docAbstract":"The Benpsi area of Libya, in the northwestern part of the Province of Cyrenaica (Wilayat Barqah), is semiarid, and available ground-water supplies in the area are relatively small. Potable ground water from known sources is reserved for the present and future needs of the city, and no surface-water supplies are available in the area. This investigation to evaluate known, as well as potential, water supplies in the area was undertaken as part of a larger program of ground-water investigations in Libya under the auspices of the U. S. Operations Mission to Libya and the Government of Libya. \r\n\r\nA ground-water reservoir underlies the Bengasi area, in which the water occurs in solution channels, cavities, and other openings in Miocene limestone. The reservoir is recharged directly by rainfall on the area and by infiltration from ephemeral streams (wadis) rising in Al Jabal al Akhar to the east. In the Baninah and Al Fuwayhit areas the ground-water reservoir yields water of fair quality and in sufficient quantity for the current (1959) needs. of the Bengasi city supply. The test-drilling program in the area south and southeast of Bengasi indicates that water in sufficient quantity for additional public supply probably can be obtained in some localities from wells. The water, however, is moderately to highly mineralized and would require treatment or demineralization before it could be used for additional public supply. Much of the water could be used directly for irrigation, but careful attention would have to be given to cultivation, drainage, and cropping practices. The hazard of saltwater encroachment also exists if large-scale withdrawals are undertaken in the coastal zones.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1757B","usgsCitation":"Doyel, W.W., and Maguire, F.J., 1964, Ground-water resources of the Bengasi area, Cyrenaica, United Kingdom of Libya: U.S. Geological Survey Water Supply Paper 1757, iii, 21 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1757B.","productDescription":"iii, 21 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137246,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757b/report-thumb.jpg"},{"id":26246,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d462","contributors":{"authors":[{"text":"Doyel, William Watson","contributorId":74355,"corporation":false,"usgs":true,"family":"Doyel","given":"William","email":"","middleInitial":"Watson","affiliations":[],"preferred":false,"id":143498,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maguire, Frank J.","contributorId":66662,"corporation":false,"usgs":true,"family":"Maguire","given":"Frank","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":143497,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":244,"text":"wsp1652C - 1964 - Summary of floods in the United States during 1957","interactions":[],"lastModifiedDate":"2012-02-02T00:05:06","indexId":"wsp1652C","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":"1652","chapter":"C","title":"Summary of floods in the United States during 1957","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;","doi":"10.3133/wsp1652C","usgsCitation":"Hendricks, E.L., 1964, Summary of floods in the United States during 1957: U.S. Geological Survey Water Supply Paper 1652, vi, 98 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1652C.","productDescription":"vi, 98 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":136588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1652c/report-thumb.jpg"},{"id":24851,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1652c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699289","contributors":{"authors":[{"text":"Hendricks, E. L.","contributorId":50126,"corporation":false,"usgs":true,"family":"Hendricks","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":142136,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":243,"text":"wsp1530 - 1964 - Summary of floods in the United States during 1956","interactions":[],"lastModifiedDate":"2012-02-02T00:05:06","indexId":"wsp1530","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":"1530","title":"Summary of floods in the United States during 1956","language":"ENGLISH","publisher":"U.S. G.P.O,","doi":"10.3133/wsp1530","usgsCitation":"Hendricks, E.L., 1964, Summary of floods in the United States during 1956: U.S. Geological Survey Water Supply Paper 1530, vi, 85 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1530.","productDescription":"vi, 85 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":136561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1530/report-thumb.jpg"},{"id":24850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1530/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6992b4","contributors":{"authors":[{"text":"Hendricks, E. L.","contributorId":50126,"corporation":false,"usgs":true,"family":"Hendricks","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":142135,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":229,"text":"wsp1613C - 1964 - Sea water in coastal aquifers","interactions":[],"lastModifiedDate":"2012-02-02T00:05:12","indexId":"wsp1613C","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":"1613","chapter":"C","title":"Sea water in coastal aquifers","docAbstract":"Investigations in the coastal part of the Biscayne aquifer, a highly productive aquifer of limestone and sand in the Miami area, Florida, show that the salt-water front is dynamically stable as much as 8 miles seaward of the position computed according to the Ghyben-Herzberg principle. This discrepancy results, at least in part, from the fact that the salt water in the Biscayne aquifer is not static, as explanations of the dynamic balance commonly assume. Cross sections showing lines of equal fresh-water potential indicate that during periods of heavy recharge, the fresh-water head is high enough to cause the fresh water, the salt water, and the zone of diffusion between them to move seaward. When the fresh-water head is low, salt water in the lower part of the aquifer intrudes inland, but some of the diluted sea water in the zone of diffusion continues to flow seaward. Thus, salt water circulates inland from the floor of the sea through the lower part of the aquifer becoming progressively diluted with fresh water to a line along which there is no horizontal component of flow, after which it moves upward and returns to the sea. \r\n\r\nThis cyclic flow is demonstrated by a flow net which is constructed by the use of horizontal gradients determined from the low-head equipotential diagram. The flow net shows that about seven-eights of the total discharge at the shoreline originates as fresh water in inland parts of the aquifer. The remaining one-eighth represents a return of sea water entering the aquifer through the floor of the sea.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1613C","usgsCitation":"Cooper, H.H., 1964, Sea water in coastal aquifers: U.S. Geological Survey Water Supply Paper 1613, v, 84 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1613C.","productDescription":"v, 84 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":137491,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1613c/report-thumb.jpg"},{"id":24839,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1613c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab60","contributors":{"authors":[{"text":"Cooper, Hilton H.","contributorId":106867,"corporation":false,"usgs":true,"family":"Cooper","given":"Hilton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":142102,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4,"text":"wsp1659 - 1964 - An appraisal of potential ground-water salvage along the Pecos River between Acme and Artesia, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1659","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":"1659","title":"An appraisal of potential ground-water salvage along the Pecos River between Acme and Artesia, New Mexico","language":"ENGLISH","publisher":"U.S. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1659","isbn":"pbk","usgsCitation":"Mower, R.W., Hood, J.W., Cushman, R., Borton, R., and Galloway, S., 1964, An appraisal of potential ground-water salvage along the Pecos River between Acme and Artesia, New Mexico: U.S. Geological Survey Water Supply Paper 1659, viii, 98 p. :ill., maps, tables ;24 cm., https://doi.org/10.3133/wsp1659.","productDescription":"viii, 98 p. :ill., maps, tables ;24 cm.","costCenters":[],"links":[{"id":110004,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24851.htm","linkFileType":{"id":5,"text":"html"},"description":"24851"},{"id":136272,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1659/report-thumb.jpg"},{"id":246944,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_1.pdf","size":"2196","linkFileType":{"id":1,"text":"pdf"}},{"id":246945,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_2.pdf","size":"2513","linkFileType":{"id":1,"text":"pdf"}},{"id":246946,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_3.pdf","size":"2573","linkFileType":{"id":1,"text":"pdf"}},{"id":246947,"rank":418,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_4.pdf","size":"1841","linkFileType":{"id":1,"text":"pdf"}},{"id":246948,"rank":419,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_5.pdf","size":"2392","linkFileType":{"id":1,"text":"pdf"}},{"id":246949,"rank":420,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-09_sheet_6.pdf","size":"2121","linkFileType":{"id":1,"text":"pdf"}},{"id":24588,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24589,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24590,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24591,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24592,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24593,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24594,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24595,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24596,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1659/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24597,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1659/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6856c7","contributors":{"authors":[{"text":"Mower, Reed W.","contributorId":32503,"corporation":false,"usgs":true,"family":"Mower","given":"Reed","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":141790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":141793,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cushman, R.L.","contributorId":102859,"corporation":false,"usgs":true,"family":"Cushman","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":141794,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Borton, R.L.","contributorId":75895,"corporation":false,"usgs":true,"family":"Borton","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":141791,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Galloway, S.E.","contributorId":85151,"corporation":false,"usgs":true,"family":"Galloway","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":141792,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":189,"text":"wsp1945 - 1964 - Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1945","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":"1945","title":"Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1945","usgsCitation":"Love, S.K., 1964, Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin: U.S. Geological Survey Water Supply Paper 1945, xvii, 691 p. ;23 cm., https://doi.org/10.3133/wsp1945.","productDescription":"xvii, 691 p. ;23 cm.","costCenters":[],"links":[{"id":136094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1945/report-thumb.jpg"},{"id":24800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1945/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651afb","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142060,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":188,"text":"wsp1943 - 1964 - Quality of surface waters of the United States, 1962, Parts 5 and 6, Hudson Bay and upper Mississippi River basins, and Missouri River basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1943","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":"1943","title":"Quality of surface waters of the United States, 1962, Parts 5 and 6, Hudson Bay and upper Mississippi River basins, and Missouri River basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1943","usgsCitation":"Love, S.K., 1964, Quality of surface waters of the United States, 1962, Parts 5 and 6, Hudson Bay and upper Mississippi River basins, and Missouri River basins: U.S. Geological Survey Water Supply Paper 1943, x, 413 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1943.","productDescription":"x, 413 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":136093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1943/report-thumb.jpg"},{"id":24799,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1943/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651b4c","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142059,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1296,"text":"wsp1812 - 1964 - Public water supplies of the 100 largest cities of the United States, 1962","interactions":[],"lastModifiedDate":"2017-09-06T17:56:12","indexId":"wsp1812","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":"1812","title":"Public water supplies of the 100 largest cities of the United States, 1962","docAbstract":"

The public water supplies of the 100 largest cities in the United States (1960 U.S. Census) serve 9,650 million gallons of water per day (mgd) to 60 million people, which is 34 percent of the Nation's total population and 48 percent of the Nation's urban population. The amount of water used to satisfy the domestic needs as well as the needs of commerce and industry ranges from 13 mgd, which serves a population of 124,000, to 1,200 mgd, which serves a city of 8 million people.

\n

The water for the public supplies of these largest cities comes fro^n ground water wells and infiltration galleries and from surface water streams, reservoirs, and lakes. Twenty of the cities use ground water exclusively for public supplies, and 14 use a combination of ground and surface waters. Sixty-six cities use surface water solely; of these cities 37 depend solely upon reservoir water, and 20 depend solely upon natural streamflow. Water from the Great Lakes furnishes part or all of the water supply for 10 of these largest cities.

\n

Hardness of water, measured in parts per million (ppm), is an important factor in the usability of water supplies. Twenty-seven cities, serving a population of 8 million, have a raw-water hardness exceeding 180 ppm (\"very hard\"), but only 13 cities, serving a population of 3.7 million, have a \"very hard\" treated-water supply; and although 22 cities, serving about 10 million people, have a raw-water hardness ranging from 121 to 180 ppm (\"hard\"), only 16 cities, serving a population of 11 million, have a \"hard\" treated-water supply. Only 16 cities, serving a population of 16 million people, have a raw-water hardness ranging from 61 to 120 ppm (\"moderately hard\"), whereas 41 cities, serving a population of 22 million, have a treated-water supply having a hardness within this desirable range. A few cities that have a \"soft\" raw water add lime to control corrosion and consequently increase their water hardness to more than 61 ppm. Thirty cities, serving a population of about 23 million, have a treated-water supply with a hardness of less than 61 ppm.

\n

The dissolved-solids content in raw-water supplies of 27 cities, which serve a total population of slightly more than 21 million people, is 100 ppr^ or less. Thirty-eight cities serving a total population of 23 million people have raw-water supplies with a dissolved-solids content between 101 and 250 ppm, whereas 48 cities, serving a population of 28 million about half the population of these 1 2 PUBLIC WATER SUPPLIES, 1962 cities furnish water having this range of dissolved solids. Twentv-nine cities serving a total population of 11 million people have raw-water supplies that contain between 251 to 500 ppm of dissolved solids. Because some o* these cities treat their water supply, 22 cities serving 8 million people furnish water having a dissolved-solids content between 251 and 500 ppm. Only six cities, serving a population of about iy2 million people, have raw-water supplies containing more than 500 ppm of dissolved solids; four of these cities soften the water and consequently reduce the dissolved-solids content. Thus, about 1 million people in three cities receive water containing more than 500 ppm of dissolved solids.

\n

Chemical analyses of treated-water supplies indicate that more than 90 percent of the supplies contain less than (a) 500 ppm of dissolved solids, (b) 100 ppm of sulfate, (c) 50 ppm each of calcium, sodium, and chloride, (d) 30 ppm of silica, (e) 20 ppm of magnesium, (f) 5 ppm each of potassium and nitrate, and (g) 1 ppm of fluoride.

\n

Spectrographic analyses, reported in micrograms per liter (/*g per 1), show that 87 percent of the treated-water supplies contain less than 500 /*g per 1 of aluminum and more than 90 percent of the supplies contain less than (a) 500 /*g per 1 of strontium, (b) 150 /*g per 1 of iron, (c) 50 ^g per 1 of lithium, (d) 10 /ug per 1 each of molybdenum, nickel, lead, and vanadium, and (e) 5 /*g per 1 each cf chromium, rubidium, and titanium.

\n

Radiochemical analyses of treated-water supplies reveal that the maximum beta activity of these supplies is 130 picocuries per liter (pc per 1) and the maximum activity due to radium content is 2.5 pe per 1, both of which are well under the recommended maximum limits for drinking water.

\n

The report is divided into two sections. The first describes the uses of water in large cities, the raw-water supplies available for public supplies, tl-<; major and minor constituents and the properties of water, the methods of analyses, the treatment of water, the effects of chemical treatment on constituents and properties of water, and the costs of water treatment. The second is a city-by-city inventory that gives (a) the population of the city, (b) the adjacent communities supplied by the city water system, (c) the total population served, (d) the sources of water supply (including auxiliary and emergency supplies), (e) the average amount of water used daily, (f) the lowest 30-day mean discharge of streams used for public supply during recent years, (g) the treatment of water, (h) the rated capacity of each water-treatment plant, and (i) the storage capacity for raw and finished water. For 58 of the cities, the sources of water, the location of water-treatment plants, and the areas served by the city system are shown on maps. Chemical, spectrographic, and radiochemical analyses of treated water and chemical and spectrographic analyses for many of the raw-water supplies are presented in tabular form.

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