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No abstract available. 

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Runoff is that part of precipitation that appears as a flow of water in surface streams. As a source of water for modern society, it constitutes one of our basic renewable resources. This map of average annual runoff portrays the latest information on the geographic distribution of the average runoff of surface streams.

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The increased utilization of the Salton Sea and its shore for recreation, the development of residential complexes on its shore, and the encroachment of the sea into these developments have emphasized the need for a concise summary of hydrologic and physiographic information concerning the area. This report attempts to fill that need.

The report was authorized by a cooperative agreement between the U.S. Geological Survey and the California Department of Water Resources. It was prepared under the general direction of Walter Hofmann, district chief of the Water Resources Division of the Geological Survey, at Menlo Park. 

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27 cm.), https://doi.org/10.3133/gq485.","productDescription":"1 map :col. ;58 x 44 cm., on sheet 82 x 76 cm., folded in envelope 30 x 24 cm. +text (4 p.; 27 cm.)","costCenters":[],"links":[{"id":102505,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_954.htm","linkFileType":{"id":5,"text":"html"},"description":"954"},{"id":248460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0485/report.pdf","size":"395","linkFileType":{"id":1,"text":"pdf"}},{"id":253521,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0485/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.25,41.5 ], [ -72.25,41.6175 ], [ -72.11749999999999,41.6175 ], [ -72.11749999999999,41.5 ], [ -72.25,41.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688fea","contributors":{"authors":[{"text":"Pessl, Fred","contributorId":100826,"corporation":false,"usgs":true,"family":"Pessl","given":"Fred","affiliations":[],"preferred":false,"id":267169,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":63431,"text":"gq496 - 1966 - Geologic map of the Quartet Dome quadrangle, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-10T00:10:48","indexId":"gq496","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"496","title":"Geologic map of the Quartet Dome quadrangle, Nye County, Nevada","language":"ENGLISH","doi":"10.3133/gq496","usgsCitation":"Sargent, K., 1966, Geologic map of the Quartet Dome quadrangle, Nye County, Nevada: U.S. Geological Survey Geologic Quadrangle 496, 1 map :col. ;58 x 47 cm., on sheet 88 x 85 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/gq496.","productDescription":"1 map :col. ;58 x 47 cm., on sheet 88 x 85 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":102517,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_966.htm","linkFileType":{"id":5,"text":"html"},"description":"966"},{"id":249524,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0496/report.pdf","size":"37","linkFileType":{"id":1,"text":"pdf"}},{"id":253006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0496/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.25,37.25 ], [ -116.25,37.3675 ], [ -116.11749999999999,37.3675 ], [ -116.11749999999999,37.25 ], [ -116.25,37.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db6914eb","contributors":{"authors":[{"text":"Sargent, Kenneth A.","contributorId":15998,"corporation":false,"usgs":true,"family":"Sargent","given":"Kenneth A.","affiliations":[],"preferred":false,"id":268838,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":64142,"text":"gp554 - 1966 - Aeromagnetic map of the Pittstown and part of the High Bridge quadrangles, Hunterdon County, New Jersey","interactions":[],"lastModifiedDate":"2025-04-29T19:27:09.597105","indexId":"gp554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"554","title":"Aeromagnetic map of the Pittstown and part of the High Bridge quadrangles, Hunterdon County, New Jersey","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp554","usgsCitation":"Boynton, G.R., Pittillo, D., and Zandle, G.L., 1966, Aeromagnetic map of the Pittstown and part of the High Bridge quadrangles, Hunterdon County, New Jersey: U.S. Geological Survey Geophysical Investigations Map 554, 1 Plate: 22.91 x 42.94 inches, https://doi.org/10.3133/gp554.","productDescription":"1 Plate: 22.91 x 42.94 inches","costCenters":[],"links":[{"id":485168,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3509.htm","linkFileType":{"id":5,"text":"html"}},{"id":254110,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gp/0554/report-thumb.jpg"},{"id":250622,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0554/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":250621,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gp/0554/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"New Jersey","county":"Hunterdon County","otherGeospatial":"Pittstown and part of the High Bridge quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -75,\n 40.7083\n ],\n [\n -75,\n 40.5\n ],\n [\n -74.875,\n 40.5\n ],\n [\n -74.875,\n 40.7083\n ],\n [\n -75,\n 40.7083\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691a9c","contributors":{"authors":[{"text":"Boynton, G. R.","contributorId":82276,"corporation":false,"usgs":true,"family":"Boynton","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":270039,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pittillo, D.R.","contributorId":91179,"corporation":false,"usgs":true,"family":"Pittillo","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":270040,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zandle, G. L.","contributorId":39863,"corporation":false,"usgs":true,"family":"Zandle","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":270038,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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":1081,"text":"wsp1819D - 1966 - Water resources of Fort Huachuca Military Reservation, southeastern Arizona","interactions":[],"lastModifiedDate":"2023-02-07T20:29:25.76919","indexId":"wsp1819D","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":"D","title":"Water resources of Fort Huachuca Military Reservation, southeastern Arizona","docAbstract":"

The Fort Huachuca Military Reservation, on the northeast flank of the Huachuca Mountains, is in the southern part of the San Pedro River drainage in the Basin and Range physiographic province in Arizona. The main sources of water available in the reservation area are ground water stored in two unconsolidated sedimentary deposits filling the San Pedro basin, and spring flow in Garden ·and Huachuca Canyons in the Huachuca Mountains.

\n

The unconsolidated deposits are divided into the upper and lower units of basin flu. These units yield the major part of the fort's water supply, and pumping from them has caused the water level in the Fort Huachuca well field to decline 3 feet per year. All the upper unit and 40 feet of the 220-foot-thick lower unit have seen dewatered in post wells 1 and 2. In Garden Canyon, spring flow is derived from solution channels and  fractures in carbonate rocks; and in Huachuca Canyon, from fractures in mudstone, sandstone, carbonate rocks, ·and granite. The flow from springs generally is not used by the fort, but it is sufficient to supply the entire water demand during some periods.

\n

Spring flow, if used to supplement the ground-water supply, will decrease the draft on the ground-water reservoir in the two basin-fill units; or it could be used for artificial recharge to these aquifers. A second well field, if developed in the North Gate-Libby Field area, would partly accomplish the same result by decreasing the heavily concentrated draft on the ground-water reservoir of the Fort Huachuca well field, and by utilizing ground water that now moves unused northeastward to the San Pedro River.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, DC","doi":"10.3133/wsp1819D","usgsCitation":"Brown, S., Davidson, E., Kister, L., and Thomsen, B.W., 1966, Water resources of Fort Huachuca Military Reservation, southeastern Arizona: U.S. Geological Survey Water Supply Paper 1819, Report: v, 57 p.; 2 Plates: 33.50 x 39.00 inches and 16.00 x 9.50 inches, https://doi.org/10.3133/wsp1819D.","productDescription":"Report: v, 57 p.; 2 Plates: 33.50 x 39.00 inches and 16.00 x 9.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":25795,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":278836,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819d/report.pdf"},{"id":137099,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819d/report-thumb.jpg"},{"id":25796,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412823,"rank":5,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25022.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona","otherGeospatial":"Fort Huachuca Military Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.5,\n 31.4\n ],\n [\n -110.5,\n 31.75\n ],\n [\n -110.117,\n 31.75\n ],\n [\n -110.117,\n 31.4\n ],\n [\n -110.5,\n 31.4\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0821","contributors":{"authors":[{"text":"Brown, S. G.","contributorId":46914,"corporation":false,"usgs":true,"family":"Brown","given":"S. G.","affiliations":[],"preferred":false,"id":143145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davidson, E. S.","contributorId":57910,"corporation":false,"usgs":true,"family":"Davidson","given":"E. S.","affiliations":[],"preferred":false,"id":143147,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kister, L. R.","contributorId":54187,"corporation":false,"usgs":true,"family":"Kister","given":"L. R.","affiliations":[],"preferred":false,"id":143146,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomsen, B. W.","contributorId":39768,"corporation":false,"usgs":true,"family":"Thomsen","given":"B.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":143148,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"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":32649,"text":"pp500C - 1966 - Probability concepts in geomorphology","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"pp500C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"500","chapter":"C","title":"Probability concepts in geomorphology","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Theoretical papers in the hydrologic and geomorphic sciences","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp500C","usgsCitation":"Scheidegger, A.E., and Langbein, W.B., 1966, Probability concepts in geomorphology: U.S. Geological Survey Professional Paper 500, p. C1-C14, https://doi.org/10.3133/pp500C.","productDescription":"p. C1-C14","costCenters":[],"links":[{"id":21958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0500c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160517,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0500c/report-thumb.jpg"}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660c38","contributors":{"authors":[{"text":"Scheidegger, A. E.","contributorId":14463,"corporation":false,"usgs":true,"family":"Scheidegger","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":208856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Langbein, W. B.","contributorId":102053,"corporation":false,"usgs":true,"family":"Langbein","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":208857,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":32656,"text":"pp514 - 1966 - Measurement of hydraulic diffusivity of wedge-shaped aquifers drained by streams","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"pp514","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":"514","title":"Measurement of hydraulic diffusivity of wedge-shaped aquifers drained by streams","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp514","usgsCitation":"Stallman, R.W., and Papadopulos, I., 1966, Measurement of hydraulic diffusivity of wedge-shaped aquifers drained by streams: U.S. Geological Survey Professional Paper 514, 50 p., https://doi.org/10.3133/pp514.","productDescription":"50 p.","costCenters":[],"links":[{"id":121588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0514/report-thumb.jpg"},{"id":60545,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0514/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6110ca","contributors":{"authors":[{"text":"Stallman, Robert William","contributorId":94339,"corporation":false,"usgs":true,"family":"Stallman","given":"Robert","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":208869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Papadopulos, I.S.","contributorId":37379,"corporation":false,"usgs":true,"family":"Papadopulos","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":208868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":938,"text":"wsp1821 - 1966 - Availability of ground water upper Pawcatuck River basin Rhode Island","interactions":[],"lastModifiedDate":"2022-02-14T19:48:59.03077","indexId":"wsp1821","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":"1821","title":"Availability of ground water upper Pawcatuck River basin Rhode Island","docAbstract":"The upper Pawcatuck River basin is a 70-square-mile area in southcentral Rhode Island consisting of broad, rolling hills and narrow valleys in the north and fiat-floored plains in the south. It is drained by the Pawcatuck River and its two major tributaries, the Usquepaug-Queen River and the Chipuxet River. \r\n\r\nAnalysis of the water budget for the basin shows that approximately 94 mgd (million gallons per day) or about 63 percent of the precipitation flows out of the basin as streamflow. Of this amount, about 66 mgd is from ground-water seepage. \r\n\r\nTwo ground-water reservoirs composed of glacial deposits of sand and gravel and capable of substantial yields are in the basin. The larger reservoir underlies the central part of the Usquepaug-Queen River valley. This reservoir ranges in width from 3,000 to 4,000 feet and is 32,000 feet long. A large part of the reservoir contains sand and gravel more than 100 feet thick, having a permeability of more than 1,000 gallons per day per square foot. The yield of this reservoir is estimated to be about 17 mgd. \r\n\r\nThe smaller ground-water reservoir is in the Chipuxet River valley. It is about 4,000 feet wide and 16,000 feet long. A large part of this reservoir contains sand and gravel more than 150 feet thick having a permeability of more than 1,000 gallons per day per square foot. The yield of the Chipuxet reservoir is estimated to be about 8.6 mgd. \r\n\r\nMineral content of water from both of the reservoirs is generally less than 200 parts per million of dissolved solids. However, in the Chipuxet groundwater reservoir the dissolved solids are somewhat higher, and the iron content is a problem. \r\n\r\nOnly about 1.5 mgd of water is used in the basin. Most of it is used for public supplies and is obtained from wells not tapping the Usquepaug-Queen or Chipuxet ground-water reservoirs. Estimates of the 25 mgd of ground water potentially available are believed to be conservative, and substantially larger quantities may actually be available when development takes place.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1821","usgsCitation":"Allen, W.B., Hahn, G.W., and Brackley, R.A., 1966, Availability of ground water upper Pawcatuck River basin Rhode Island: U.S. Geological Survey Water Supply Paper 1821, Report: v, 66 p.; 3 Plates: 23.50 × 45.32 inches or smaller, https://doi.org/10.3133/wsp1821.","productDescription":"Report: v, 66 p.; 3 Plates: 23.50 × 45.32 inches or smaller","costCenters":[],"links":[{"id":25415,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1821/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25414,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25413,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25412,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1821/report-thumb.jpg"},{"id":395917,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25029.htm"}],"country":"United States","state":"Rhode Island","otherGeospatial":"upper Pawcatuck River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -71.633,\n 41.408\n ],\n [\n -71.488,\n 41.408\n ],\n [\n -71.488,\n 41.625\n ],\n [\n -71.633,\n 41.625\n ],\n [\n -71.633,\n 41.408\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5ce","contributors":{"authors":[{"text":"Allen, William Burrows","contributorId":13596,"corporation":false,"usgs":true,"family":"Allen","given":"William","email":"","middleInitial":"Burrows","affiliations":[],"preferred":false,"id":142886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hahn, Glenn Walter","contributorId":75899,"corporation":false,"usgs":true,"family":"Hahn","given":"Glenn","email":"","middleInitial":"Walter","affiliations":[],"preferred":false,"id":142888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brackley, Richard A.","contributorId":61792,"corporation":false,"usgs":true,"family":"Brackley","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":142887,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":32664,"text":"pp524B - 1966 - Stratigraphy and structure of the Dinkey Creek roof pendant in the central Sierra Nevada, California","interactions":[],"lastModifiedDate":"2025-04-15T17:09:35.26727","indexId":"pp524B","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":"524","chapter":"B","title":"Stratigraphy and structure of the Dinkey Creek roof pendant in the central Sierra Nevada, California","docAbstract":"

No abstract available.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Shorter contributions to general geology, 1965 (Professional Paper 524)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp524B","usgsCitation":"Kistler, R.W., and Bateman, P.C., 1966, Stratigraphy and structure of the Dinkey Creek roof pendant in the central Sierra Nevada, California: U.S. Geological Survey Professional Paper 524, Report: 14 p.; 1 Plate: 21.00 x 26.76 inches, https://doi.org/10.3133/pp524B.","productDescription":"Report: 14 p.; 1 Plate: 21.00 x 26.76 inches","costCenters":[],"links":[{"id":484603,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4557.htm","linkFileType":{"id":5,"text":"html"}},{"id":60564,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0524b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60563,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0524b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126458,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0524b/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Dinkey Creek roof pendant in the central Sierra Nevada","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -119.2092,\n 37.1667\n ],\n [\n -119.2092,\n 37.1014\n ],\n [\n -119.0172,\n 37.1014\n ],\n [\n -119.0172,\n 37.1667\n ],\n [\n -119.2092,\n 37.1667\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a86cc","contributors":{"authors":[{"text":"Kistler, R. W.","contributorId":36112,"corporation":false,"usgs":true,"family":"Kistler","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":208888,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bateman, P. C.","contributorId":27851,"corporation":false,"usgs":true,"family":"Bateman","given":"P.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":208887,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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}]}} ]}