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,{"id":56419,"text":"wdrCA7111 - 1972 - Water resources data for California, 1971; Part 1, Surface water records; Volume 1, Colorado River basin, southern Great Basin, and Pacific Slope basins excluding Central Valley","interactions":[],"lastModifiedDate":"2012-06-13T01:01:47","indexId":"wdrCA7111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-71-1-1","title":"Water resources data for California, 1971; Part 1, Surface water records; Volume 1, Colorado River basin, southern Great Basin, and Pacific Slope basins excluding Central Valley","docAbstract":"Surface-water records for the 1971 water year for California, including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, are given in this report, Records for a few pertinent gaging stations in bordering States also are included. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of R. Stanley Lord, district chief, These data represent that portion of the National Water Data System collected by the Geological Survey and cooperating State and Federal agencies in California.","language":"English","doi":"10.3133/wdrCA7111","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for California, 1971; Part 1, Surface water records; Volume 1, Colorado River basin, southern Great Basin, and Pacific Slope basins excluding Central Valley: U.S. Geological Survey Water Data Report CA-71-1-1, 541 p., https://doi.org/10.3133/wdrCA7111.","productDescription":"541 p.","costCenters":[],"links":[{"id":181863,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_71_1_1.jpg"},{"id":257427,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1971/ca-71/WDR-1971-vol1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Colorado River Basin;Southern Great Basin;Pacific Slope Basins","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f779c","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532600,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56787,"text":"wdrLA711 - 1972 - Water resources data for Louisiana, water year 1971","interactions":[],"lastModifiedDate":"2025-05-21T16:52:51.043342","indexId":"wdrLA711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"LA-71-1","title":"Water resources data for Louisiana, water year 1971","docAbstract":"<p>Water-resources data for the 1971 water year for Louisiana, including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, and records of water-quality data on the chemical and physical characteristics of surface water are given in this report. Records for a few pertinent gaging stations in bordering States are also included. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of Albert N. Cameron, district chief. These data represent that portion of the National Water Data System collected by the U.S. Geological Survey and cooperating State and federal agencies in Louisiana.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrLA711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Louisiana, water year 1971: U.S. Geological Survey Water Data Report LA-71-1, x, 218 p., https://doi.org/10.3133/wdrLA711.","productDescription":"x, 218 p.","costCenters":[],"links":[{"id":175200,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1971/la-71-1/report-thumb.jpg"},{"id":486294,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1971/la-71-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":1131,"text":"wsp1880A - 1972 - Floods of August 1967 in east-central Alaska","interactions":[],"lastModifiedDate":"2023-01-02T18:25:42.243603","indexId":"wsp1880A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1880","chapter":"A","title":"Floods of August 1967 in east-central Alaska","docAbstract":"East-central Alaska had record floods near Fairbanks following extensive rains of August 8-20, 1967. Precipitation during this period totaled as much as 10 inches, which is close to the average annual precipitation for this area. \r\n\r\nThe most extensive flooding occurred in the White Mountains northeast of Fairbanks and along the major streams draining those mountains. Some of the major streams flooded were the Salcha, Chena, Chatanika, Tolovana, and lower Tanana Rivers, and Birch Creek west of Circle. \r\n\r\nPeak discharges on some streams in the flood area were from two to four times the probable 50-year flood. The peak discharge of 74,400 cubic feet per second of the Chena River at Fairbanks, from 1,980 square miles of drainage area, was 2.6 times the 50-year flood. \r\n\r\nThe rise of ground-water levels in the Tanana River flood plain to the land surface during the flood caused foundation failures and prevented drainage of subsurface structures. Above-normal ground-water levels existed until the middle of September. \r\n\r\nTotal flood damage was estimated in excess of $85 million. Six lives were reported lost, and about 12,000 persons were evacuated during the flood. This report has been prepared to furnish hydrologic data for development planning. Included are discussions of antecedent streamflow, meteorology of the storm, descriptions of floods, flood damage, flood frequency, ground-water conditions, and stages and discharges of major streams for August 1967.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1880A","usgsCitation":"Childers, J.M., Meckel, J.P., and Anderson, G.S., 1972, Floods of August 1967 in east-central Alaska: U.S. Geological Survey Water Supply Paper 1880, Report: vi, 77 p.; 2 Plates: 31.00 x 24.29 inches and 40.00 x 24.14 inches, https://doi.org/10.3133/wsp1880A.","productDescription":"Report: vi, 77 p.; 2 Plates: 31.00 x 24.29 inches and 40.00 x 24.14 inches","costCenters":[],"links":[{"id":411246,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25104.htm","linkFileType":{"id":5,"text":"html"}},{"id":25910,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1880a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25909,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1880a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25911,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1880a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137946,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1880a/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Fairbanks","otherGeospatial":"White Mountains","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -147.976,\n              64.872\n            ],\n            [\n              -147.976,\n              64.777\n            ],\n            [\n              -147.5,\n              64.777\n            ],\n            [\n              -147.5,\n              64.872\n            ],\n            [\n              -147.976,\n              64.872\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dae4b07f02db5e052d","contributors":{"authors":[{"text":"Childers, Joseph M.","contributorId":14379,"corporation":false,"usgs":true,"family":"Childers","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":143228,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meckel, James P.","contributorId":54174,"corporation":false,"usgs":true,"family":"Meckel","given":"James","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143230,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, Gary S.","contributorId":36534,"corporation":false,"usgs":true,"family":"Anderson","given":"Gary","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":143229,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1214,"text":"wsp1897 - 1972 - Ground-water resources of Natrona County, Wyoming","interactions":[{"subject":{"id":51608,"text":"ofr5413 - 1954 - Ground water in the vicinity of Edgerton, Wyoming","indexId":"ofr5413","publicationYear":"1954","noYear":false,"title":"Ground water in the vicinity of Edgerton, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":1214,"text":"wsp1897 - 1972 - Ground-water resources of Natrona County, Wyoming","indexId":"wsp1897","publicationYear":"1972","noYear":false,"title":"Ground-water resources of Natrona County, Wyoming"},"id":1}],"lastModifiedDate":"2017-09-20T16:34:19","indexId":"wsp1897","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1897","title":"Ground-water resources of Natrona County, Wyoming","docAbstract":"Natrona County covers an area of 5.369 square miles in central Wyoming. The climate is arid except in the mountainous areas. The county includes parts of the Great Plains, Middle Rocky Mountains, Wyoming Basin, and Southern Rocky Mountains physiographic provinces. There is wide variation of topography. More than 30 geologic formations are exposed in the county, 28 of which are known to yield water to wells and springs. The formations range in age from Precambrian to Holocene. Ground water in approximately 40 percent of the county contains more than 1.000 mg/l (milligrams per liter) of dissolved solids. Water chemically suitable for livestock can be developed at depths of less than 1,000 feet throughout most of the area. \r\n\r\nMany of the geologic formations were deposited under similar conditions and have similar water-bearing properties; also. water from these rocks deposited under similar conditions tends to have similar chemical characteristics. For this report, the stratigraphic section has been arbitrarily divided into six rock units based on similarity of deposition. \r\n\r\nThe igneous and metamorphic rock unit includes rocks of Precambrian age and igneous intrusives and extrusives of Tertiary age. These rocks probably would not yield more than about 5 gpm (gallons per minute) to wells. The water is usually calcium bicarbonate type and contains less than 500 mg/l of dissolved solids. \r\n\r\nThe marine rock unit includes formations of Cambrian, Mississippian, and Pennsylvanian and Permian age, having a maximum total thickness of about 1,900 feet. The Madison Limestone of Mississippian age and the Tensleep Sandstone and the Casper Formation of Pennsylvanian and Permian age supply the largest yields to wells and springs in the county. In the northeastern part of the county, flow from each of three wells in the Madison reportedly is more than 4.000 gpm. Each of three wells in the Tensleep in the same area flows more than 400 gpm. Yields of springs in the Casper Formation near Casper Mountain range from about 1.0 to 17 cubic feet per second. Ground water from near the outcrop of all these formations usually contains less than 500 rag/l of dissolved solids. The dissolved-solids content increases with distance from the outcrop and in places is more than 3.200 mg/l. Several types of water were found in this unit including sodium sulfate, calcium sodium sulfate, calcium sulfate, sodium calcium sulfate, sodium chloride, and calcium bicarbonate.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1897","usgsCitation":"Crist, M.A., and Lowry, M.E., 1972, Ground-water resources of Natrona County, Wyoming: U.S. Geological Survey Water Supply Paper 1897, iv, 92 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1897.","productDescription":"iv, 92 p. :ill., maps ;24 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":137983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1897/report-thumb.jpg"},{"id":110033,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25115.htm","linkFileType":{"id":5,"text":"html"},"description":"25115"},{"id":26106,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1897/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26107,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1897/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26108,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1897/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26109,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1897/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5e0","contributors":{"authors":[{"text":"Crist, Marvin A.","contributorId":63376,"corporation":false,"usgs":true,"family":"Crist","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143381,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lowry, Marlin E.","contributorId":52552,"corporation":false,"usgs":true,"family":"Lowry","given":"Marlin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143380,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2352,"text":"wsp1608N - 1972 - Electric analog studies of flow to wells in the Punjab aquifer of West Pakistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp1608N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"N","title":"Electric analog studies of flow to wells in the Punjab aquifer of West Pakistan","docAbstract":"A series of experiments was performed with a steady-state electric analog simulating a cylindrical segment of the aquifer underlying the plains of the Punjab region of West Pakistan. In most of the experiments recharge was assumed to be from the surface, within a specified radius of influence, and distributed uniformly over the area within this radius. Experiments were made with different anisotropies (ratios of lateral to vertical resistance) so that various possible combinations of aquifer thickness and effective radius or radius of influence and combinations .of lateral and vertical permeability could be included in the models. Flow nets were constructed to show distribution of potential in the vertical section and intersections of stream surfaces with the vertical plane. \r\n\r\nThe series of experiments in which the screened interval is in the upper part of the aquifer shows that flow decreases and stream tubes shift progressively toward the upper part of the aquifer as anisotropy increases. \r\n\r\nAnother series illustrates that total yield increases and yield per foot of screen decreases as screen length increases. \r\n\r\nThe experiments indicate that, under conditions prevalent in the Punjab, the Distance-drawdown method for determining permeability gives results with an error of 10 percent or less provided that at least one piezometer or observation well is within a few feet of the pumped well and that no observation well or piezometer used is more than 100 feet from the pumped well. \r\n\r\nRelative traveltime for each of 10 stream tubes is given for three models. Relative traveltimes for one-fourth and one-half the effective radius are given for selected stream tubes. By substituting values for the aquifer parameters, actual traveltimes are computed from the relative-traveltime data.","language":"ENGLISH","publisher":"United States Govt. Print. Off.,","doi":"10.3133/wsp1608N","usgsCitation":"Mundorff, M.J., Bennett, G., and Ahmad, M., 1972, Electric analog studies of flow to wells in the Punjab aquifer of West Pakistan: U.S. Geological Survey Water Supply Paper 1608, iv, 28 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1608N.","productDescription":"iv, 28 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":137770,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608n/report-thumb.jpg"},{"id":28277,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608n/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28278,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608n/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eee0","contributors":{"authors":[{"text":"Mundorff, Maurice John","contributorId":41404,"corporation":false,"usgs":true,"family":"Mundorff","given":"Maurice","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":145063,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, G.D.","contributorId":81073,"corporation":false,"usgs":true,"family":"Bennett","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":145065,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ahmad, Masood","contributorId":57438,"corporation":false,"usgs":true,"family":"Ahmad","given":"Masood","email":"","affiliations":[],"preferred":false,"id":145064,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1284,"text":"wsp2008 - 1972 - Sediment transport in a Mississippi River distributary — Bayou Lafourche, Louisiana","interactions":[],"lastModifiedDate":"2022-12-12T21:19:47.058194","indexId":"wsp2008","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2008","title":"Sediment transport in a Mississippi River distributary — Bayou Lafourche, Louisiana","docAbstract":"The installation of a pumping plant at Donaldsonville, La., in 1955 to solve a \r\nwater-supply problem for the residents along Bayou Lafourche created a sedimentation problem in the bayou. Prior to 1904, when the bayou functioned as a distributary, floodflows periodically scoured the sediment deposited in the channel at lower stages. Nearly constant flows maintained by the pumping plant result in limited transport capacity to move the sediment imposed on the channel.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2008","usgsCitation":"Doyle, W., 1972, Sediment transport in a Mississippi River distributary — Bayou Lafourche, Louisiana: U.S. Geological Survey Water Supply Paper 2008, v, 48 p., https://doi.org/10.3133/wsp2008.","productDescription":"v, 48 p.","costCenters":[],"links":[{"id":26247,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2008/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137247,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2008/report-thumb.jpg"},{"id":410317,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25426.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Louisiana","otherGeospatial":"Bayou Lafourche","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -91.069,\n              30.113\n            ],\n            [\n              -91.069,\n              29.986\n            ],\n            [\n              -90.976,\n              29.986\n            ],\n            [\n              -90.976,\n              30.113\n            ],\n            [\n              -91.069,\n              30.113\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbba7","contributors":{"authors":[{"text":"Doyle, W. Harry","contributorId":32900,"corporation":false,"usgs":true,"family":"Doyle","given":"W. Harry","affiliations":[],"preferred":false,"id":143499,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48051,"text":"ofr72228 - 1972 - Liquid-waste disposal at the Linfield disposal site, Dallas, Texas","interactions":[],"lastModifiedDate":"2017-06-14T16:06:11","indexId":"ofr72228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-228","title":"Liquid-waste disposal at the Linfield disposal site, Dallas, Texas","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72228","usgsCitation":"Leggat, E., Blakey, J., and Massey, B., 1972, Liquid-waste disposal at the Linfield disposal site, Dallas, Texas: U.S. Geological Survey Open-File Report 72-228, 28 p., https://doi.org/10.3133/ofr72228.","productDescription":"28 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Dallas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f96","contributors":{"authors":[{"text":"Leggat, E. R.","contributorId":28222,"corporation":false,"usgs":true,"family":"Leggat","given":"E. R.","affiliations":[],"preferred":false,"id":236740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakey, J.F.","contributorId":23969,"corporation":false,"usgs":true,"family":"Blakey","given":"J.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":236739,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Massey, B.C.","contributorId":102483,"corporation":false,"usgs":true,"family":"Massey","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":236741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56434,"text":"wdrAZ712 - 1972 - Water resources data for Arizona, water year 1971; Part 1, Water quality records","interactions":[],"lastModifiedDate":"2012-02-02T00:12:20","indexId":"wdrAZ712","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AZ-71-2","title":"Water resources data for Arizona, water year 1971; Part 1, Water quality records","language":"ENGLISH","doi":"10.3133/wdrAZ712","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Arizona, water year 1971; Part 1, Water quality records: U.S. Geological Survey Water Data Report AZ-71-2, 167 p., https://doi.org/10.3133/wdrAZ712.","productDescription":"167 p.","costCenters":[],"links":[{"id":184617,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f782a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532615,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48046,"text":"ofr72208 - 1972 - Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr72208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-208","title":"Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico","language":"ENGLISH","doi":"10.3133/ofr72208","usgsCitation":"Kelly, T., 1972, Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico: U.S. Geological Survey Open-File Report 72-208, 28 p. ill., maps ; 28 cm., https://doi.org/10.3133/ofr72208.","productDescription":"28 p. ill., maps ; 28 cm.","costCenters":[],"links":[{"id":100072,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0208/report.pdf","size":"11364","linkFileType":{"id":1,"text":"pdf"}},{"id":100073,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0208/plate-3.pdf","size":"1477","linkFileType":{"id":1,"text":"pdf"}},{"id":170424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0208/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f01ef","contributors":{"authors":[{"text":"Kelly, T.W.","contributorId":37401,"corporation":false,"usgs":true,"family":"Kelly","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":236732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48041,"text":"ofr72181 - 1972 - Water-quality reconnaissance of the Lower Santa Ana River canyon,  California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr72181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-181","title":"Water-quality reconnaissance of the Lower Santa Ana River canyon,  California","language":"ENGLISH","doi":"10.3133/ofr72181","usgsCitation":"Irwin, G.A., and Powers, W.R., 1972, Water-quality reconnaissance of the Lower Santa Ana River canyon,  California: U.S. Geological Survey Open-File Report 72-181, 40 p.  ill., maps ; 27 cm., https://doi.org/10.3133/ofr72181.","productDescription":"40 p.  ill., maps ; 27 cm.","costCenters":[],"links":[{"id":170361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e54c6","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236718,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powers, William R. III","contributorId":81952,"corporation":false,"usgs":true,"family":"Powers","given":"William","suffix":"III","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":236719,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48052,"text":"ofr72235 - 1972 - Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer","interactions":[],"lastModifiedDate":"2016-06-21T13:25:58","indexId":"ofr72235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-235","title":"Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer","docAbstract":"<p>The magnitude, frequency, and types of errors inherent in real-time streamflow data are presented in part I. It was found that real-time data are generally less accurate than are historical data, primarily because real-time data are often used before errors can be detected and corrections applied.</p>\n<p>Various methods of verifying real-time streamflow data are outlined in part II. Relatively large errors (those greater than 20-30 percent) can be detected readily by use of well-designed verification programs for a digital computer, and smaller errors can be detected only by discharge measurements and field observations. The capability to substitute a simulated discharge value for missing or erroneous data is incorporated in some of the verification routines described. The routines represent concepts ranging from basic statistical comparisons to complex watershed modeling and provide a selection from which real-time data users can choose a suitable level of verification.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr72235","usgsCitation":"Lystrom, D.J., 1972, Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer: U.S. Geological Survey Open-File Report 72-235, iv, 41 p., https://doi.org/10.3133/ofr72235.","productDescription":"iv, 41 p.","numberOfPages":"51","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":324115,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0235/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72235.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680218","contributors":{"authors":[{"text":"Lystrom, David J.","contributorId":101283,"corporation":false,"usgs":true,"family":"Lystrom","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":236742,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48076,"text":"ofr72349 - 1972 - Some effects of a heated pipeline on ground-water flow in Alaska","interactions":[],"lastModifiedDate":"2024-02-22T22:51:27.634459","indexId":"ofr72349","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-349","title":"Some effects of a heated pipeline on ground-water flow in Alaska","docAbstract":"<p>The thaw bulb produced by a heated pipeline buried in a stream channel may intercept water confined in shallow unfrozen zones beneath a seasonally frozen layer. Resulting movement of ground water through the thaw bulb might produce quick conditions in the pipeline foundation materials. A digital model showed that such conditions are not likely to occur. Test drilling along the proposed route of the pipeline confirms this conclusion. An exception may be the situation in which the pipeline is buried in fine sand overlying a highly permeable coarse sand or gravel.</p><p>The results of model studies demonstrate that the heated trench will focus ground-water discharge near the pipeline, especially in winter. Such discharge will increase the number and size of icings.</p><p>Explosive icing mounds apparently result from high crystallization pressures that develop within a closed talik. The thaw bulb close to the buried pipeline relieves the pressure that leads to such conditions.</p><p>Potential problems related to thaw-bulb enlargement by heat convection and thaw-instability of fine-grained materials are not treated in this analysis.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72349","usgsCitation":"Sloan, C.E., and Bredehoeft, J.D., 1972, Some effects of a heated pipeline on ground-water flow in Alaska: U.S. Geological Survey Open-File Report 72-349, 25 p., https://doi.org/10.3133/ofr72349.","productDescription":"25 p.","costCenters":[],"links":[{"id":425902,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161859,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0349/report-thumb.jpg"}],"country":"United 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,{"id":48113,"text":"ofr7345 - 1972 - Flood surveys along proposed TAPS route, Alaska, July 1971","interactions":[],"lastModifiedDate":"2023-07-10T17:02:33.23188","indexId":"ofr7345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"73-45","title":"Flood surveys along proposed TAPS route, Alaska, July 1971","docAbstract":"<p>The U.S. Geological Survey has a threefold responsibility along the proposed route of the Trans-Alaska Pipeline System (TAPS): to investigate possible hydrologic hazards to the pipeline, to investigate possible impacts of the pipeline system on water resources, and to develop a better understanding of Arctic hydrology. One of the major hazards to the proposed pipeline and its associated roads and facilities is flooding. Floods could inundate or erode foundations of structures, could cause pipeline rupture resulting in oil spillage, or could increase erosion especially where natural floodways have been altered by clearing, excavation, and other construction activities. The primary damage to the environment from accelerated flood erosion could be the degradation of water quality and its detrimental effects on fish and other organisms. Consequently, information on floods along the pipeline corridor is vitally needed to assess possible environmental damages and to aid in the design and management of the pipeline and associated facilities. This report presents a description of existing flood information and a description of flood surveys at 13 sites along the northern segment of the proposed TAPS route from Prudhoe Bay to the Salcha River. A similar report is planned for the southern segment of the TAPS route.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7345","usgsCitation":"Childers, J.M., 1972, Flood surveys along proposed TAPS route, Alaska, July 1971: U.S. Geological Survey Open-File Report 73-45, 16 p., https://doi.org/10.3133/ofr7345.","productDescription":"16 p.","costCenters":[],"links":[{"id":418826,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162203,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0045/report-thumb.jpg"}],"country":"United 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,{"id":37203,"text":"rp105 - 1972 - Population ecology of the mallard: I. A review of previous studies and the distribution and migration from breeding areas","interactions":[],"lastModifiedDate":"2016-11-09T13:16:04","indexId":"rp105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":79,"text":"Resource Publication","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"105","title":"Population ecology of the mallard: I. A review of previous studies and the distribution and migration from breeding areas","docAbstract":"<p><span>This report, the first of a series of reports on a comprehensive analysis of population data on the? millIard at? the continental level, provides background information including a review of the history of waterfowl management and a resume of previous studies of the mallard. The breeding range of the mallard was subdivided into 16 major and 44 minor reference areas. Each area is discussed in terms of habitat type, quantity of data available, importance to the continental mallard population, and previous waterfowl studies conducted within it.? Two of the 16 major areas have insufficient .bandings prior to the hunting season. These areas represent breeding sites for 18 to 30 percent of the continental mallard population and constitute a serious deficiency in the data base. Locations and femporal distributions of band recoveries from mallards banded in each breeding area are presented on maps and in tables. Possible biases in using band recovery distributions for harvest distributions are outllned; the major problem is variable band reporting rates. Limited evidence suggests that band reporting rates during the 1960's were substantially higher in Canada than in the United States. Detailed tabulations of the locations of recoveries from bandings in each minor reference area are presented in an appendix. Topics of future reports in the series inciude the analysis of harvest and wing survey statistics, breeding population data, relative importance of breeding ground reference areas to the various harvest areas, band recovery rates, the infiuence of harvest and harvest regulations on survival, and factors affecting production inclnding density-dependent relationships.</span></p>","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Anderson, D.R., and Henny, C.J., 1972, Population ecology of the mallard: I. A review of previous studies and the distribution and migration from breeding areas: Resource Publication 105, vi, 166 p.","productDescription":"vi, 166 p.","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":164809,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683f25","contributors":{"authors":[{"text":"Anderson, David R.","contributorId":92722,"corporation":false,"usgs":true,"family":"Anderson","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":217659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Henny, Charles J. 0000-0001-7474-350X hennyc@usgs.gov","orcid":"https://orcid.org/0000-0001-7474-350X","contributorId":3461,"corporation":false,"usgs":true,"family":"Henny","given":"Charles","email":"hennyc@usgs.gov","middleInitial":"J.","affiliations":[{"id":289,"text":"Forest and Rangeland Ecosys Science Center","active":true,"usgs":true}],"preferred":true,"id":217658,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48070,"text":"ofr72317 - 1972 - Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969","interactions":[],"lastModifiedDate":"2017-06-14T11:09:12","indexId":"ofr72317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-317","title":"Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969","docAbstract":"<p>Hydrologic investigations of urban areas in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Houston, Dallas, Dallas County, Fort Worth, San Antonio, and Bryan. Hydrologic investigations of urban areas in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Houston, Dallas, Dallas County, Fort Worth, San Antonio, and Bryan. 1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of floods. 2. To document and define the areal extent of floods of greater than ordinary magnitude. 3. To determine the effect of urban development on flood peaks and volume. 4. To provide applied research facilities for studies at Texas A &amp; M University at College Stations. This report, the first in a series of reports to be published annually, is primarily applicable to objectives 2, 3, and 4. The report presents the basic hydrologic data collected in two study areas during the 1969 water year (October 1, 1968, to September 30, 1969) and basic hydrologic data collected during part of the 1968 water year (April 5, 1968, to September 30, 1968). The locations of the two basins within the study area, Burton Creek and Hudson Creek, are shown on figure 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72317","collaboration":"Prepared in cooperation with Texas Agricultural and Mechanical University","usgsCitation":"Robbins, W., 1972, Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969: U.S. Geological Survey Open-File Report 72-317, iv, 49 p., https://doi.org/10.3133/ofr72317.","productDescription":"iv, 49 p.","numberOfPages":"53","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1969-01-01","temporalEnd":"1969-12-31","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":162388,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0317/report-thumb.jpg"},{"id":285951,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0317/report.pdf","text":"Report","size":"15.45 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Bryan","otherGeospatial":"Burton Creek, Hudson Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.5,30.5 ], [ -96.5,30.75 ], [ -95.25,30.75 ], [ -95.25,30.5 ], [ -96.5,30.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bb6c","contributors":{"authors":[{"text":"Robbins, W.D.","contributorId":72852,"corporation":false,"usgs":true,"family":"Robbins","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":236769,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48060,"text":"ofr72266 - 1972 - Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970","interactions":[],"lastModifiedDate":"2021-09-15T17:49:41.539308","indexId":"ofr72266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-266","title":"Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72266","collaboration":"Prepared in cooperation with the Texas Water Development Board","usgsCitation":"Myers, D., and Hampton, B., 1972, Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970: U.S. Geological Survey Open-File Report 72-266, iii, 50 p., https://doi.org/10.3133/ofr72266.","productDescription":"iii, 50 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":389274,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0266/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0266/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Pin Oak Creek, Trinity River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.90765380859375,\n              31.344254455668054\n            ],\n            [\n              -96.12487792968749,\n              31.344254455668054\n            ],\n            [\n              -96.12487792968749,\n              31.891550612684366\n            ],\n            [\n              -96.90765380859375,\n              31.891550612684366\n            ],\n            [\n              -96.90765380859375,\n              31.344254455668054\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bc78","contributors":{"authors":[{"text":"Myers, D.R.","contributorId":104534,"corporation":false,"usgs":true,"family":"Myers","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":236754,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":236753,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1120,"text":"wsp2021 - 1972 - Evaluation of yields of wells in consolidated rocks, Virginia to Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2021","title":"Evaluation of yields of wells in consolidated rocks, Virginia to Maine","docAbstract":"In the North Atlantic region, Virginia to Maine, yields of industrial and municipal wells are the most reliable indicators of the water-yielding potential of consolidated rocks. Generally, such wells represent efforts to develop a maximum supply of water, they are 350 to 500 feet deep, and they utilize 60 to 150 feet of drawdown. In multiple-well developments, average yields of wells per 100 feet of drawdown range from less than 75 gallons per minute in the least favorable rocks such as shale or granite gneiss to as much as 300 gallons per minute in limestone. In any one rock type, substantially greater than average sustained yields are possible in structurally deformed areas or in areas where recharge potential is especially favorable.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2021","usgsCitation":"Cederstrom, D.J., 1972, Evaluation of yields of wells in consolidated rocks, Virginia to Maine: U.S. Geological Survey Water Supply Paper 2021, iv, 38 p. :2 fold. illus. (in pocket) ;24 cm., https://doi.org/10.3133/wsp2021.","productDescription":"iv, 38 p. :2 fold. illus. (in pocket) ;24 cm.","costCenters":[],"links":[{"id":138012,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2021/report-thumb.jpg"},{"id":25883,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2021/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25884,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2021/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25885,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9d4e","contributors":{"authors":[{"text":"Cederstrom, Dagfin John","contributorId":90287,"corporation":false,"usgs":true,"family":"Cederstrom","given":"Dagfin","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":143209,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48071,"text":"ofr72319 - 1972 - Ground water in central St. Croix, U.S. Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr72319","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-319","title":"Ground water in central St. Croix, U.S. Virgin Islands","language":"ENGLISH","doi":"10.3133/ofr72319","usgsCitation":"Robison, T.M., 1972, Ground water in central St. Croix, U.S. Virgin Islands: U.S. Geological Survey Open-File Report 72-319, 46 p. ill., maps (3 fold. in pocket) ; 28 cm., https://doi.org/10.3133/ofr72319.","productDescription":"46 p. ill., maps (3 fold. in pocket) ; 28 cm.","costCenters":[],"links":[{"id":162389,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0319/report-thumb.jpg"},{"id":84817,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84818,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84819,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84820,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0319/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66da59","contributors":{"authors":[{"text":"Robison, Tully M.","contributorId":77969,"corporation":false,"usgs":true,"family":"Robison","given":"Tully","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":236770,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48169,"text":"ofr73166 - 1972 - Shallow ground water in the Zamin Dawar area, Helmand Province, Afghanistan","interactions":[],"lastModifiedDate":"2012-02-02T00:10:07","indexId":"ofr73166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"73-166","title":"Shallow ground water in the Zamin Dawar area, Helmand Province, Afghanistan","docAbstract":"The Zamin Dawar area lies between Kajakai Reservoir and Musa Qala Rud (river) in southcentral Afghanistan, about 90 km (kilometers) northeast of Lashkar Gab. The area comprises two main stream drainage areas: that of Gulmesh Mandeh (ephemeral stream) to the east which includes mostly plains with low hills on the east and north slopes and a high limestone scarp on the west slope; and Baghni Rud to the west which drains a mountainous area to the north and spreads onto a large alluvial fan with distributaries leading both to Helmand Rud to the southeast and Musa Qala Rud to the west. Most of the cultivated lands in the Zamin Dawar area lie in the southern part of the Gulmesh plains and in the Baghni alluvial fan, as well as a ribbon of cultivation on the flood plain of Baghni Rud in the mountains. The southern end of the Zamin Dawar area with high terraces and sharply incised ephemeral stream valleys is uninhabited. \r\n\r\nKarezes provide the chief source of water in the plains. Some 80 were examined and inventoried during the course of the present investigation. Several springs and one large-yield well also contribute to the water supply on the plains. In Baghni valley, developed springs provide the main source of water supply. \r\n\r\nDuring the present investigation, conducted in 1971,. it was found that the karezes yield a total of about 20,000 ac-ft (acre-feet) (25 million cu m (cubic meters)) of water The springs on the plains yield about 3,000 ac-ft (4 million cu m) per year, and the wells yield about 300 ac-ft (375,000 cu m) per year. The inventoried springs in Baghni valley yield about 6,500 ac-ft (8 million cu m) per year, and probably supply about 70 percent of the total water used in the valley. Therefore,the total amount of water used in the Zamin Dawar area in 1971 was about 32,000 ac-ft (40 million cu m). This amount of water was used to irrigate about i0,000 jiribs (approximately 5,000 acres or 2,000 hectares) of cultivated land and served a population of about 40,000 people. \r\n\r\nTwenty years ago the water supply was more than double the 1971 flow from karezes and springs, and the population of the area was probably 60,000 to 70,000 people. During the past 10 years and particularly during the last 3 years, the water table has been declining as a direct result of a dry-weather cycle which has affected much of Afghanistan. Concurrently, the population of the area has declined. Rainfall, based on data from the Kajakai Camp weather station, has declined from a 27-year annual average of about 200 mm (millimeters) to about 160 mm per year, which is the annual average for the last 5 years and equivalent to a reduction of approximately 70,000 ac-ft (88 million cu m) of precipitation per year over the entire area. To compensate for the declining water levels many karezes have been deepened or lengthened at great financial cost to the people.\r\n\r\nThis report evaluates present ground-water conditions in the area and suggests ways-and means by which more water can be obtained for local requirements.","language":"ENGLISH","doi":"10.3133/ofr73166","usgsCitation":"McClymonds, N.E., 1972, Shallow ground water in the Zamin Dawar area, Helmand Province, Afghanistan: U.S. Geological Survey Open-File Report 73-166, 112 p.  ill., maps (2 fold. col. in pocket) ; 27 cm., https://doi.org/10.3133/ofr73166.","productDescription":"112 p.  ill., maps (2 fold. col. in pocket) ; 27 cm.","costCenters":[],"links":[{"id":162307,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0166/report-thumb.jpg"},{"id":84903,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0166/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84904,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0166/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84905,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5ddf05","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":236907,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14383,"text":"ofr72200 - 1972 - Geochemistry of selected areas in the southern Black Hills, Fall River County, South Dakota","interactions":[],"lastModifiedDate":"2024-03-01T21:57:54.960363","indexId":"ofr72200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-200","title":"Geochemistry of selected areas in the southern Black Hills, Fall River County, South Dakota","docAbstract":"<p>Geologic and radiometric studies and chemical analyses of soils, rocks, and water were made north of an area between Edgemont and Hot Springs, South Dakota.</p><p>The soil is shallow, poorly developed, and not present in some areas. The median pH of the soil from three areas ranges from 6.7 to 7.0. Rocks are more alkaline and have a median pH from several areas of 7.3 to 8.9 and some mineralized rocks have a pH of 9.4.</p><p>The pH of shallow perched high-radon bearing waters varies from 3.5 to 6.8 as contrasted to deeply originating low-radon bearing thermal waters with very small ranges of from 6.9 to 7.0.</p><p>Sediments are oxidized down to the perched water table, a depth of more than 50 feet below the surface of the ground. The uranium deposits are mostly in this zone of oxidation and are characterized by the minerals carnotite and tyuyamunite. In the oxidized zone sandstones are most commonly colored a very pale orange in contrast to the underlying yellowish gray colored sandstones. Mudstones, in the oxidized zone, are most commonly colored a grayish orange in contrast to the underlying olive gray colored mudstones. The characteristic mineral in the oxidized zone is hematite, and below, pyrite.</p><p>Sediments in the oxidized zone contain not only less iron and uranium than do the underlying sediments but also the joints and contacts between strata in this oxidized zone contain relative large amounts of arsenic, barium, calcium, chromium, cobalt, copper, manganese, nickel, vanadium, and zinc.</p><p>No pattern was apparent in the size and position of mineralized zones with respect to ground water levels: Highly uraniferous beds occurred above, at, and below the uppermost perched water levels.</p><p>Gamma ray logs were made of 43 drill holes that totalled about 4,300 feet. The number and intensity of radioactivity peaks was a function of increasing grain size in the sediments. About 60 percent of the gamma ray radioactivity peaks occurred within beds rather than at their contacts. Contacts between coarser-grained beds contained a higher incidence of radioactivity peaks than contacts between finer-grained beds. Between beds of dissimilar lithology such as between mudstones and sandstones or very fine-grained sandstones and medium-grained sandstones, the coarser the bed at the contact in relation to the other bed at the contact the greater the chance for a radioactivity peak. An apparently impermeable bed above or below a contact seemed to have little influence on the number and magnitude of radioactivity peaks. Over 70 percent of the radioactivity peaks occurred, not as isolated peaks, but in groups containing from two to ten peaks. Most of these groups were in sandstones rather than in mudstones. The average vertical range of each group of radioactivity peaks is 15 feet, and for isolated peaks, one foot.</p><p>Radiometric anomalies apparently are not detected by hand-carried scintillometers unless there is a subsurface anomaly greater than about 1,000 counts per second within a few feet of the surface of the ground. Larger radioactivity anomalies occurred in the higher sloping areas. The chances for uranium anomalies in soil were best where the soil was underlain by an uraniferous coarse non-calcareous sandstone which was intersected by joint or faults.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72200","usgsCitation":"Jones, R.S., 1972, Geochemistry of selected areas in the southern Black Hills, Fall River County, South Dakota: U.S. Geological Survey Open-File Report 72-200, Report: vi, 124 p.; 13 Plates: 19.57 x 23.68 inches or smaller; 4 Figures: 25.12 x 31.01 inches or smaller; 14 Tables: 29.91 x 7.73 inches or smaller, https://doi.org/10.3133/ofr72200.","productDescription":"Report: vi, 124 p.; 13 Plates: 19.57 x 23.68 inches or smaller; 4 Figures: 25.12 x 31.01 inches or smaller; 14 Tables: 29.91 x 7.73 inches or smaller","costCenters":[],"links":[{"id":426212,"rank":33,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1972/0200/Table-19.pdf","text":"Table 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