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":1092,"text":"wsp1831 - 1966 - Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60","interactions":[],"lastModifiedDate":"2024-09-24T18:14:18.610113","indexId":"wsp1831","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":"1831","title":"Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60","docAbstract":"The collection of runoff and sediment data was the primary objective of the 10-year (1951-60) study in the Cornfield Wash basin, which has an area of 21.3 square miles. However, reconnaissance investigations also were made of (1) precipitation; (2) the effects of reservoirs on runoff, erosion, and sediment yield; (3) the effects of range pitting on runoff, sediment, and vegetation yields; and (4) the effects of wire sediment barriers on sediment accumulations. \r\n\r\nPrecipitation averaged 6.07 inches for the warm season (May 1 through October 31). From 1951 to 1955 much of the precipitation came in short torrential downpours. Since 1955, precipitation usually has been of lower intensity, resulting in a low runoff-precipitation ratio. \r\n\r\nThe total composite inflow to the 19 reservoirs in the Cornfield Wash basin--12 constructed in 1950 and 7 constructed from 1953 to 1956--was 5,720 acre-feet. The reservoirs permanently retained 1,370 acre-feet of water, 43 percent of which was apparently lost by evaporation. \r\n\r\nThe average seasonal runoff (1951-59) from the ephemeral streams of the Cornfield Wash basin and nearby watersheds can be expressed, with a high coefficient of correlation, by the equation: runoff = 29.4 (area) 0.82 acre-feet. This relation suggests that there is a good correlation between the size of the drainage basin and the basin characteristics that most influence travel time of runoff. Comparisons of readily measurable basin characteristics that influence travel time indicate: 1. Land slope is proportional to (area) .0.035; 2. Length of longest watercourse is proportional to (area) 0.52; 3. Distance along the longest watercourse from gaging station to a point opposite the center of drainage basin is proportional to (area)0.52; and 4. Equivalent channel slope is proportional to (area)- 0.027. Except for land slope, the coefficients of correlation for each of the basin characteristics-area relations were relatively high. The correlation between seasonal runoff (1951-60) from the small watersheds of the Cornfield Wash basin and the size of the drainage basin was improved after correcting for the influence of land slope.\r\n\r\nThe original total storage capacity of the 19 reservoirs was reduced from 845 to 455 acre-feet as a result of the impoundment of 390 acre-feet of sediment. Backwater from the reservoirs influenced the deposition of an additional 20 acre-feet of sediment. \r\n\r\nThe average annual accretion of sediment (1951-60) in the reservoirs of the Cornfield Wash basin can be expressed by the equation: sediment - 0.0119 (seasonal runoff) 1.3 (incised channel density) 0.71. By removing seasonal runoff as a variable, the average annual sediment accretion is proportional to (area) 1.19 (incised channel density) 1.3. \r\n\r\nConservation and rehabilitation of damaged land were successful in some instances and only partly successful in others. The reservoirs are effective in inducing sediment accretion upstream; also, they stop the advance of abrupt headcuts below the reservoirs, but only as long as the spillage is not great and the spillway stays intact. In addition, the reservoirs are effective in reducing flood peaks. A longer period of study is necessary to define adequately the effectiveness of the wire sediment barriers. The data collected on range-pitting effects were not complete enough to. define the magnitude of the changes, if any, in runoff, sediment, and vegetation yields.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1831","usgsCitation":"Burkham, D., 1966, Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60: U.S. Geological Survey Water Supply Paper 1831, Report: v, 87 p.; 1 Plate: 22.00 x 24.26 inches, https://doi.org/10.3133/wsp1831.","productDescription":"Report: v, 87 p.; 1 Plate: 22.00 x 24.26 inches","costCenters":[],"links":[{"id":25821,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1831/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25822,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1831/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":462211,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25036.htm","linkFileType":{"id":5,"text":"html"}},{"id":137933,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1831/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Sandoval County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-107.6208,36.2208],[-107.5854,36.2203],[-107.5501,36.2203],[-107.5147,36.219],[-107.4964,36.2183],[-107.4782,36.2181],[-107.4605,36.2178],[-107.4428,36.2181],[-107.4251,36.2178],[-107.404,36.2172],[-106.9865,36.2159],[-106.9141,36.2155],[-106.897,36.2152],[-106.877,36.2154],[-106.8766,36.1732],[-106.8806,36.0307],[-106.8814,36.0003],[-106.6158,36.002],[-106.3947,36.0025],[-106.3099,36.0018],[-106.2445,36.0011],[-106.2438,35.9657],[-106.2529,35.9666],[-106.2632,35.967],[-106.262,35.9725],[-106.2979,35.9742],[-106.2978,35.9651],[-106.2978,35.9601],[-106.3137,35.9592],[-106.3137,35.9542],[-106.3449,35.9527],[-106.3535,35.9536],[-106.3824,35.9535],[-106.3836,35.9612],[-106.395,35.9607],[-106.3949,35.9476],[-106.3968,35.8641],[-106.3967,35.8559],[-106.3949,35.8292],[-106.4147,35.8287],[-106.4124,35.8218],[-106.4067,35.8164],[-106.3982,35.8115],[-106.384,35.8097],[-106.3664,35.8116],[-106.3619,35.812],[-106.3522,35.8107],[-106.3517,35.8157],[-106.3352,35.8094],[-106.317,35.8058],[-106.2994,35.7977],[-106.2801,35.7932],[-106.2636,35.7801],[-106.2568,35.7719],[-106.2517,35.7638],[-106.25,35.7611],[-106.2466,35.7533],[-106.2454,35.742],[-106.2463,35.6758],[-106.2462,35.6544],[-106.2465,35.5469],[-106.2464,35.5319],[-106.2474,35.4802],[-106.2467,35.4461],[-106.246,35.4071],[-106.2458,35.3495],[-106.2463,35.315],[-106.2474,35.3054],[-106.2434,35.3054],[-106.2416,35.2519],[-106.242,35.2147],[-106.3765,35.2175],[-106.3822,35.2175],[-106.4531,35.2172],[-106.479,35.2176],[-106.4964,35.2184],[-106.5645,35.2186],[-106.5955,35.2184],[-106.8622,35.2172],[-106.8808,35.2171],[-106.9337,35.2171],[-106.9416,35.217],[-107.0345,35.2185],[-107.0761,35.2186],[-107.0801,35.2186],[-107.0936,35.2189],[-107.1105,35.2188],[-107.1262,35.2186],[-107.1578,35.2192],[-107.1623,35.2192],[-107.1628,35.2192],[-107.1972,35.2197],[-107.2345,35.3024],[-107.3016,35.3021],[-107.3025,35.4247],[-107.3035,35.4787],[-107.3032,35.5277],[-107.3041,35.6139],[-107.3046,35.6439],[-107.3048,35.6552],[-107.305,35.6707],[-107.3053,35.6852],[-107.305,35.6997],[-107.3052,35.7151],[-107.3049,35.7301],[-107.3057,35.7419],[-107.3054,35.7573],[-107.3053,35.7864],[-107.3047,35.8168],[-107.3049,35.8295],[-107.3051,35.8744],[-107.3055,35.9311],[-107.3058,35.9765],[-107.3054,35.991],[-107.3056,36.0005],[-107.317,36.0008],[-107.3397,36.0006],[-107.3875,36.0009],[-107.4068,36.0007],[-107.4421,36.0008],[-107.5161,36.0026],[-107.5513,36.0026],[-107.5541,36.0025],[-107.5718,36.0027],[-107.5866,36.003],[-107.6042,36.0032],[-107.6213,36.003],[-107.6247,36.0034],[-107.6244,36.0175],[-107.6242,36.032],[-107.6231,36.0633],[-107.6226,36.0892],[-107.6223,36.1041],[-107.6218,36.135],[-107.6216,36.1491],[-107.621,36.1763],[-107.6208,36.1917],[-107.6208,36.2208]]],[[[-106.2452,35.8563],[-106.2457,35.8427],[-106.2736,35.8563],[-106.2452,35.8563]]]]},\"properties\":{\"name\":\"Sandoval\",\"state\":\"NM\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6049e0","contributors":{"authors":[{"text":"Burkham, D. E.","contributorId":97073,"corporation":false,"usgs":true,"family":"Burkham","given":"D. E.","affiliations":[],"preferred":false,"id":143163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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, Utah"},{"id":32789,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0518/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32787,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-10.pdf","text":"Plate 10","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Weber Delta district, Utah, showing the piezometric surface of the Delta aquifer in March 1960 and the line of reference used in calculating underflow"},{"id":32778,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-01.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Geologic map of the Weber Delta district, Utah"},{"id":32780,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-03.pdf","text":"Plate 3","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 below 200 feet"},{"id":32781,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0518/plate-04.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized logs of four deep test wells in the Weber Delta district, Utah"},{"id":104494,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4546.htm","linkFileType":{"id":5,"text":"html"},"description":"4546"},{"id":117530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0518/report-thumb.jpg"}],"country":"United States","state":"Utah","city":"Ogden","otherGeospatial":"Weber Delta district","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b436f","contributors":{"authors":[{"text":"Feth, John Henry Frederick","contributorId":37310,"corporation":false,"usgs":true,"family":"Feth","given":"John","email":"","middleInitial":"Henry Frederick","affiliations":[],"preferred":false,"id":151787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barker, D.A.","contributorId":34120,"corporation":false,"usgs":true,"family":"Barker","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":151786,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moore, L.G.","contributorId":68725,"corporation":false,"usgs":true,"family":"Moore","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":151789,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Brown, Randy J.","contributorId":59022,"corporation":false,"usgs":true,"family":"Brown","given":"Randy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":151788,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Veirs, C.E.","contributorId":80261,"corporation":false,"usgs":true,"family":"Veirs","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":151790,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"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":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":1813,"text":"wsp1819F - 1966 - Recharge studies on the High Plains in northern Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1819F","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":"F","title":"Recharge studies on the High Plains in northern Lea County, New Mexico","docAbstract":"The area described in this report is that part of the southern High Plains principally within northern Lea County, N. Mex. ; it comprises about 1,400,000 acres. Hydrologic boundaries isolate the main aquifer of the area, the Ogallala Formation, from outside sources of natural recharge other than precipitation on the area. Natural recharge to this aquifer from the 15-inch average annual precipitation for the period 1949-60 is estimated to be about 95,000 acre-ft (acre-feet) which is between the 59,000 and 118,000 acre-ft a year obtained from the This estimate (1934) of ? to 1 inch a year. About one-sixth of the water pumped for irrigation, or an average of about 23,000 acre-ft a year in the period \r\n1949-60, returns to the aquifer. The estimated long-term (1939-60) average \r\nannual recharge to the aquifer is about 77,000 acre-ft. \r\n\r\nDischarge from the aquifer is by pumping and underflow from the area. Gross pumpage averaged about 151,000 acre-ft a year in the period 1949-60. Underflow from the area is estimated to have been about 36,000 acre-ft a year. Thus, the estimated average annual discharge from the aquifer was about 187,000 acre-ft a year, and this exceeded recharge by about 69,000 acre-ft a year. This overdraft is reflected in a general net decline of the water table of 10 ft in the period 1950-60 and net declines of as much as 30 feet in local areas. \r\n\r\nData obtained during this study indicate that about 100,000 acre-ft of water collects in closed depressions on the surface of the High Plains in years when precipitation is normal. Studies of water losses from ponds in selected depressions indicate that between 20 and 80 percent of this loss recharges the groundwater body and the balance is lost to evapotranspiration, principally evaporation. Artificial recharge facilities constructed in the depressions could put at least 50,000 acre-ft of water underground annually that otherwise would be lost to evaporation. Recharging through pits or spreading ponds would cost less per unit volume of water than recharge through wells.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1819F","usgsCitation":"Havens, J., 1966, Recharge studies on the High Plains in northern Lea County, New Mexico: U.S. Geological Survey Water Supply Paper 1819, vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1819F.","productDescription":"vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":137175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819f/report-thumb.jpg"},{"id":27004,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27005,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27006,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27007,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27008,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629844","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":144198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2023,"text":"wsp1839C - 1966 - Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1839C","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":"1839","chapter":"C","title":"Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1839C","usgsCitation":"Kennon, F.W., 1966, Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma: U.S. Geological Survey Water Supply Paper 1839, iv, 39 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1839C.","productDescription":"iv, 39 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1839c/report-thumb.jpg"},{"id":27491,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27492,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1839c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f47","contributors":{"authors":[{"text":"Kennon, Frank Walter","contributorId":8441,"corporation":false,"usgs":true,"family":"Kennon","given":"Frank","email":"","middleInitial":"Walter","affiliations":[],"preferred":false,"id":144544,"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":1077,"text":"wsp1837 - 1966 - Hydrology of the cavernous limestones of the Mammoth Cave area, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1837","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":"1837","title":"Hydrology of the cavernous limestones of the Mammoth Cave area, Kentucky","docAbstract":"The Mammoth Cave National Park in central Kentucky offers a unique opportunity to study the occurrence of ground water in limestone under natural conditions. 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":32707,"text":"pp486C - 1966 - Hydrologic regimen of Salton Sea, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:16","indexId":"pp486C","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":"486","chapter":"C","title":"Hydrologic regimen of Salton Sea, California","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Water resources of Lower Colorado River-Salton Sea area","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp486C","usgsCitation":"Hely, A., Hughes, G., and Irelan, B., 1966, Hydrologic regimen of Salton Sea, California: U.S. Geological Survey Professional Paper 486, p. 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