{"pageNumber":"2449","pageRowStart":"61200","pageSize":"25","recordCount":68807,"records":[{"id":2852,"text":"wsp1899E - 1971 - Ground water for irrigation in the Brooten-Belgrade area, west-central Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T12:00:47","indexId":"wsp1899E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1899","chapter":"E","title":"Ground water for irrigation in the Brooten-Belgrade area, west-central Minnesota","docAbstract":"<p>Water for irrigation is needed to improve crop yields from sandy soils in the Brooten-Belgrade area. Ground-water supplies of sufficient quantity and suitable quality for irrigation are available in much of the area.</p>\n<p>Quaternary glacial drift, as much as 300 feet thick, is underlain by Precambrian crystalline rocks and possibly by Cretaceous sedimentary rocks. Sand and gravel aquifers are buried at various depths in the drift and can be located by test drilling. One buried aquifer, possibly capable of high yields, is within 250 feet of the land surface in the vicinity of Belgrade.</p>\n<p>Glacial outwash comprises the upper part of the drift in most of the project area and is locally more than 100 feet thick. The outwash is made up of crossbedded sand and gravel that is interbedded in places with silt and clay deposits and has a saturated thickness of as much as 65 feet. Locally, the transmissivity of the surficial aquifer is as much as 60,000 gallons per day per foot, but elsewhere is generally less than 30,000 gallons per day per foot. The aquifer should yield more than 300 gallons per minute and locally more than 1,000 gallons per minute to individual wells in much of the northern and southwestern parts of the area.</p>\n<p>Recharge to the surficial aquifer is almost entirely from precipitation. Significant ground-water losses occur as base flow and underflow, and through evaporation and transpiration.</p>\n<p>Water in the buried and surficial aquifers is of the calcium magnesium bicarbonate type and is of suitable quality for irrigation.</p>\n<p>An analog model, simulating yearly 30-day pumping periods and hypothetical volumes and distributions of withdrawals, showed the effects on the surficial aquifer of withdrawals of about 20,000 acre-feet per pumping season for 20 years. Predicted water-level declines caused by withdrawals of 20,000 acre-feet per pumping season were generally less than 5 feet in the surficial aquifer and years Predicted water-level declines caused by withdrawals of 20,000 acre-feet pumping season caused predicted water-table declines of more than 10 feet in large parts of the area and caused lake-level declines of as much as 8 feet. The model indicated that water removed from aquifer and lake storage accounted for less than 50 percent of all withdrawals; the remainder was accounted for by water recovered from stream base flow and by water diverted from evaporation and transpiration.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1899E","collaboration":"Prepared in cooperation with the West-Central Minnesota Resource Conservation and Development Committee and the Minnesota Department of Conservation, Division of Waters, Soils, and Minerals","usgsCitation":"Van Voast, W.A., 1971, Ground water for irrigation in the Brooten-Belgrade area, west-central Minnesota: U.S. Geological Survey Water Supply Paper 1899, Document: iv, 24 p.; 2 Plates: 35 x 40 inches and 37 x 39 inches, https://doi.org/10.3133/wsp1899E.","productDescription":"Document: iv, 24 p.; 2 Plates: 35 x 40 inches and 37 x 39 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,{"id":925,"text":"wsp1999C - 1971 - Water resources of the upper White River basin, east-central Indiana","interactions":[],"lastModifiedDate":"2022-11-07T16:50:28.66113","indexId":"wsp1999C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1999","chapter":"C","title":"Water resources of the upper White River basin, east-central Indiana","docAbstract":"<p>Ground-water discharge to the streams sustains year-round streamflow in the upper White River basin. This discharge, referred to as ground-water runoff or base runoff, is considered to be an index to the amount of g ound water available for development. A comparison of the variations of groundwater runoff and aquifer distribution in the basin shows that the areas of best development potential are areas where thick sand and gravel aquifers are adjacent to the streams. The average ground-water runoff for these areas is between 400,000 and 500,000 gallons per day per square mile.</p>\n<p>The most permeable aquifers in the basin are the sand and gravel deposits of Quaternary age. These aquifers occur mainly as relatively thick elongate bodies along bedrock valleys and as relatively thin sheetlike deposits at or near land surface. The representative hydraulic conductivity of these aquifers ranges from 1,500 to 2,500 gallons per day per square foot. The limestone and dolomite formations of the bedrock are a source of moderate quar tities of water.</p>\n<p>The long-term average streamflow in the basin is approximately 0.9 cubic feet per second per square mile. The yearly average discharge varies from about one-fourth to twice the long-term average. The 7-day 10-year low flow ranges from about 0.01 to 0.3 cubic feet per second per square mile; the main-stem flow ranges from 0.10 to 0.13 cubic feet per second per square mile.</p>\n<p>The water in the aquifers is predominately a very hard calcium bicarbonate type; it is generally high in iron and contains a moderate amount of dissolved solids. Fresh water (1,000 milligrams per liter dissolved solids or less) is present to depths of approximately 400 feet below land surface. In the tributaries and in the headwaters region of the White River, the composition of surface water is very similar to that of ground water. The quality cf the water in the White River deteriorates in the downstream direction owing to the cumulative effects of sewage effluent.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1999C","usgsCitation":"Cable, L.W., Daniel, J.F., Wolf, R.J., and Tate, C.H., 1971, Water resources of the upper White River basin, east-central Indiana: U.S. Geological Survey Water Supply Paper 1999, Report: v, 38 p.; 4 Plates: 25.00 × 20.50 inches or smaller, https://doi.org/10.3133/wsp1999C.","productDescription":"Report: v, 38 p.; 4 Plates: 25.00 × 20.50 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":25397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":409195,"rank":7,"type":{"id":36,"text":"NGMDB Index 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W.","contributorId":82677,"corporation":false,"usgs":true,"family":"Cable","given":"L.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":142866,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniel, J. F.","contributorId":74357,"corporation":false,"usgs":true,"family":"Daniel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":142865,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":142864,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tate, C. H.","contributorId":93464,"corporation":false,"usgs":true,"family":"Tate","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":142867,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2851,"text":"wsp1999F - 1971 - Prospects for developing stock - Water supplies from wells in northeastern Garfield County, Montana","interactions":[],"lastModifiedDate":"2022-12-02T21:22:05.132364","indexId":"wsp1999F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1999","chapter":"F","title":"Prospects for developing stock - Water supplies from wells in northeastern Garfield County, Montana","docAbstract":"Ground-water resources in northeastern Garfield County, Mont., afford a practical and reliable source of stock water on the intermingled public and private grazing lands that together comprise an area of about 1,200 square miles. The oldest formation exposed in the area is the relatively thick and impermeable Bearpaw Shale of Cretaceous .age. Overlying the Bearpaw Shale in succession are the Fox Hills Sandstone and Hell Creek Formation of Cretaceous age, the Fort Union Formation of Tertiary age, and thin glacial deposits .and alluvium of Quaternary age. All but the Bearpaw Shale and the glacial deposits are potential aquifers. Published geologic maps were found to be satisfactory after fitting contacts to the topographic base. Mapping, therefore, was limited mainly to outlining on aerial photographs the alluvial deposits in the stream valleys. \r\n\r\nThe major structural feature is the Blood Creek syncline, the axis of which plunges eastward 10-15 feet per mile across the southern part of the area. Beds generally dip 15-25 feet per mile toward the synclinal axis. Water in bedrock aquifers is under artesian pressure, .and most wells in Big and Little Dry Creek valleys flow at the land surface. \r\n\r\nThe only bedrock aquifer having appreciable areal extent is a sandstone 30-70 feet thick that has been mapped by previous investigators as the upper part of the Fox Hills Sandstone. This aquifer crops out in the northern and northwestern parts of the area and dips about 20 feet per mile southeastward beneath younger beds. Most wells in the northern half of the area obtain water from this sandstone at drilling depths of less than 200 feet. \r\n\r\nThe depth to the Fox Hills Sandstone increases progressively southward, and most wells south of Woody Creek obtain water from irregularly distributed sandstone beds and lenses in the overlying Hell Creek and Fort Union Formations. The depth at which water may be obtained from these beds is not accurately predictable, but the depth seldom exceeds 300 feet. \r\n\r\nThe results of the investigation indicate that the prospects for obtaining ample water for livestock from wells drilled into the bedrock formations are very favorable in most of the area. The average depth of bedrock wells in the area is 195 feet. \r\n\r\nUnderflow in the alluvial deposits along all the larger stream valleys also affords a practical source of stock water. \r\n\r\nChemical analyses of samples collected at 43 wells and three springs show the water quality to be generally poor. Water from bedrock aquifer contains 530-5,340 milligrams per liter total dissolved solids, whereas water from alluvium contains less than 1,500 milligrams per liter total dissolved solids. The predominant constituents are sodium, bicarbonate, and sulfate. So far as could be determined, all water supplies in the area are suitable for livestock.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1999F","usgsCitation":"Van Lewen, M.C., and King, N.J., 1971, Prospects for developing stock - Water supplies from wells in northeastern Garfield County, Montana: U.S. Geological Survey Water Supply Paper 1999, Report; iv, 38 p.; 1 Plate: 22.00 × 33.60 inches, https://doi.org/10.3133/wsp1999F.","productDescription":"Report; iv, 38 p.; 1 Plate: 22.00 × 33.60 inches","costCenters":[],"links":[{"id":410017,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25490.htm","linkFileType":{"id":5,"text":"html"}},{"id":29440,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999f/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29439,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1999f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139068,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999f/report-thumb.jpg"}],"country":"United States","state":"Montana","county":"Garfield County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.17,\n              47.941\n            ],\n            [\n              -107.012,\n              47.941\n            ],\n            [\n              -107.012,\n              47.151\n            ],\n            [\n              -106.17,\n              47.151\n            ],\n            [\n              -106.17,\n              47.941\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a92e4b07f02db657bdb","contributors":{"authors":[{"text":"Van Lewen, M. C.","contributorId":33574,"corporation":false,"usgs":true,"family":"Van Lewen","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"King, Norman Julius","contributorId":57048,"corporation":false,"usgs":true,"family":"King","given":"Norman","email":"","middleInitial":"Julius","affiliations":[],"preferred":false,"id":145907,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2587,"text":"wsp1900 - 1971 - Bibliography of tritium studies related to hydrology through 1966","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp1900","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1900","title":"Bibliography of tritium studies related to hydrology through 1966","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.; [for sale by the Supt. of Docs.],","doi":"10.3133/wsp1900","usgsCitation":"Rhodehamel, E.C., Kron, V.B., and Dougherty, V.M., 1971, Bibliography of tritium studies related to hydrology through 1966: U.S. Geological Survey Water Supply Paper 1900, 174 p. ;23 cm., https://doi.org/10.3133/wsp1900.","productDescription":"174 p. ;23 cm.","costCenters":[],"links":[{"id":137844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1900/report-thumb.jpg"},{"id":28863,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1900/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627d4c","contributors":{"authors":[{"text":"Rhodehamel, Edward C.","contributorId":38135,"corporation":false,"usgs":true,"family":"Rhodehamel","given":"Edward","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145447,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kron, Veronica B.","contributorId":17970,"corporation":false,"usgs":true,"family":"Kron","given":"Veronica","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":145446,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dougherty, Verda M.","contributorId":63786,"corporation":false,"usgs":true,"family":"Dougherty","given":"Verda","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145448,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1629,"text":"wsp1912 - 1971 - Surface water supply of the United States, 1961-65, Part 4. St. Lawrence River basin, Volume 2. St. Lawrence River basin below Lake Huron","interactions":[],"lastModifiedDate":"2021-11-03T18:38:32.694002","indexId":"wsp1912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1912","title":"Surface water supply of the United States, 1961-65, Part 4. St. Lawrence River basin, Volume 2. St. Lawrence River basin below Lake Huron","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1912","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Surface water supply of the United States, 1961-65, Part 4. St. Lawrence River basin, Volume 2. St. Lawrence River basin below Lake Huron: U.S. Geological Survey Water Supply Paper 1912, Report: ix, 734 p.; 1 Plate: 28.00 × 15.75 inches, https://doi.org/10.3133/wsp1912.","productDescription":"Report: ix, 734 p.; 1 Plate: 28.00 × 15.75 inches","costCenters":[],"links":[{"id":391333,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25136.htm"},{"id":26696,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1912/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26695,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1912/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137204,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1912/report-thumb.jpg"}],"country":"United States","otherGeospatial":"St. Lawrence River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.3,\n              40.394\n            ],\n            [\n              -71.733,\n              40.394\n            ],\n            [\n              -71.733,\n              45\n            ],\n            [\n              -85.3,\n              45\n            ],\n            [\n              -85.3,\n              40.394\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691dc7","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":527988,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1673,"text":"wsp1899H - 1971 - Geohydrology of Hualapai and Sacramento Valleys, Mohave County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1899H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1899","chapter":"H","title":"Geohydrology of Hualapai and Sacramento Valleys, Mohave County, Arizona","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1899H","usgsCitation":"Gillespie, J., and Bentley, C., 1971, Geohydrology of Hualapai and Sacramento Valleys, Mohave County, Arizona: U.S. Geological Survey Water Supply Paper 1899, iv, 37 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1899H.","productDescription":"iv, 37 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":110038,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25122.htm","linkFileType":{"id":5,"text":"html"},"description":"25122"},{"id":138234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899h/report-thumb.jpg"},{"id":26746,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899h/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26747,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899h/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26748,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8aff","contributors":{"authors":[{"text":"Gillespie, J.B.","contributorId":74358,"corporation":false,"usgs":true,"family":"Gillespie","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":143953,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bentley, C.B.","contributorId":28223,"corporation":false,"usgs":true,"family":"Bentley","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":143952,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1680,"text":"wsp1798H - 1971 - Sediment transport by streams in the Chehalis River basin, Washington, October 1961 to September 1965","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1798H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1798","chapter":"H","title":"Sediment transport by streams in the Chehalis River basin, Washington, October 1961 to September 1965","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1798H","usgsCitation":"Glancy, P.A., 1971, Sediment transport by streams in the Chehalis River basin, Washington, October 1961 to September 1965: U.S. Geological Survey Water Supply Paper 1798, iv, 53 p. :illus., maps (2 fold., part col., in pocket) ;23 cm., https://doi.org/10.3133/wsp1798H.","productDescription":"iv, 53 p. :illus., maps (2 fold., part col., in pocket) ;23 cm.","costCenters":[],"links":[{"id":110024,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24991.htm","linkFileType":{"id":5,"text":"html"},"description":"24991"},{"id":138333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798h/report-thumb.jpg"},{"id":26759,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798h/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26760,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798h/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26761,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf47","contributors":{"authors":[{"text":"Glancy, Patrick A.","contributorId":87113,"corporation":false,"usgs":true,"family":"Glancy","given":"Patrick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143964,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1889,"text":"wsp1999M - 1971 - Tunnels and dikes of the Koolau Range, Oahu, Hawaii, and their effect on storage depletion and movement of ground water","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1999M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1999","chapter":"M","title":"Tunnels and dikes of the Koolau Range, Oahu, Hawaii, and their effect on storage depletion and movement of ground water","docAbstract":"Ground water impounded by dikes in the Koolau Range is a major source of water for the island of Oahu, Hawaii, and many tunnels have been bored into the range to develop it. \r\n\r\nAll water-development tunnels, except Waihee tunnel, have depleted storage in the rocks they penetrate and are now discharging at rates that are but fractions of the rates possible at full storage. Rocks above the floor of the water-development part of Waihee tunnel have never been completely dewatered, and storage can be manipulated by regulating outflow. Thus, storage for this tunnel can be increased during periods of low demand and discharged at high rates during periods of high demand. \r\n\r\nA measure of the rate of drainage or depletion of storage is the recession constant b in the recession-curve equation Qt=Q0e-b t. The higher the value of b, the faster water can be drawn from storage or returned to storage through artificial recharge. Mathematical analysis of the flow-recession curve of Waihee tunnel shows that (1) its recession constant is 0.00401, (2) net storage (exclusive of recharge) is 2,200 million gallons (6,800 acre-feet), and (8) initial discharge from full storage would be about 19 million gallons per day. \r\n\r\nAnalysis of flow-recession curves for Waiahole ditch tunnel (main bore) and Haiku tunnel shows that these tunnels have drainage characteristics that are similar to those of Waihee tunnel. \r\n\r\nThe composite recession constant computed for the four tunnels north of Waiahole is about one-third as large as that computed for the Waiahole ditch tunnel \r\n(main bore) and the tunnels to the south. The difference is due to an abrupt change in spacing of dikes north of Waiahole. At and south of Waiahole Stream, dikes are spaced tens or hundreds of feet apart; north of Waiahole, they are spaced inches or a few feet apart. \r\n\r\nStorage could be restored by bulkheading at the controlling dike or dikes after an analysis is made of the flow-recession curve for each tunnel. Such analyses will show which tunnels are best for storage restoration. The reciprocal of the recession constant is the time, in days, it would take to drain about two-thirds of the storage. The shorter this time is the better storage may be manipulated to meet seasonal peak demands for water.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1999M","usgsCitation":"Hirashima, G.T., 1971, Tunnels and dikes of the Koolau Range, Oahu, Hawaii, and their effect on storage depletion and movement of ground water: U.S. Geological Survey Water Supply Paper 1999, iv, 21 p. :illus., maps. ;24 cm., https://doi.org/10.3133/wsp1999M.","productDescription":"iv, 21 p. :illus., maps. ;24 cm.","costCenters":[],"links":[{"id":138436,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999m/report-thumb.jpg"},{"id":27178,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f82","contributors":{"authors":[{"text":"Hirashima, George Tokusuke","contributorId":16398,"corporation":false,"usgs":true,"family":"Hirashima","given":"George","email":"","middleInitial":"Tokusuke","affiliations":[],"preferred":false,"id":144316,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3005,"text":"wsp1895A - 1971 - Summary of data on temperature of streams in North Carolina, 1943-67","interactions":[],"lastModifiedDate":"2017-02-01T09:35:04","indexId":"wsp1895A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1895","chapter":"A","title":"Summary of data on temperature of streams in North Carolina, 1943-67","docAbstract":"This report summarizes stream-temperature data collected by the U.S. \r\nGeological Survey in cooperation with the State of North Carolina during the \r\nperiod 1943-67. Listed in two tables are summary values determined from \r\nrecords from 176 locations throughout the State. Of the 850 station years \r\nof record, 31 percent is monthly records, 50 percent is daily, and 19 percent is \r\ncontinuous. Table 1 shows average monthly, average annual, and extreme \r\nobserved temperatures for the period of record at each location. Table 2, for \r\nstations having continuous water-temperature recorders, shows the following \r\ntemperature variables: Average of monthly maximums, average of daily \r\nmaximums, average daily, average of daily minimums, and average of monthly \r\nminimums.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1895A","usgsCitation":"Woodard, T.H., 1971, Summary of data on temperature of streams in North Carolina, 1943-67: U.S. Geological Survey Water Supply Paper 1895, iii, A39 p. :1 fold. map. in pocket ;23 cm. --, https://doi.org/10.3133/wsp1895A.","productDescription":"iii, A39 p. :1 fold. map. in pocket ;23 cm. --","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":29799,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1895a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1895a/report-thumb.jpg"},{"id":247269,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1895a/plate-1.pdf","size":"1989","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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,{"id":2717,"text":"wsp1869G - 1971 - Techniques and equipment required for precise stream gaging in tide-affected fresh-water reaches of the Sacramento River, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1869G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1869","chapter":"G","title":"Techniques and equipment required for precise stream gaging in tide-affected fresh-water reaches of the Sacramento River, California","docAbstract":"Current-meter measurements of high accuracy will be required for calibration of an acoustic flow-metering system proposed for installation in the Sacramento River at Chipps Island in California. This report presents an analysis of the problem of making continuous accurate current-meter measurements in this channel where the flow regime is changing constantly in response to tidal action. Gaging-system requirements are delineated, and a brief description is given of the several applicable techniques that have been developed by others. None of these techniques provides the accuracies required for the flowmeter calibration. A new system is described--one which has been assembled and tested in prototype and which will provide the matrix of data needed for accurate continuous current-meter measurements. \r\n\r\nAnalysis of a large quantity of data on the velocity distribution in the channel of the Sacramento River at Chipps Island shows that adequate definition of the velocity can be made during the dominant flow periods--that is, at times other than slack-water periods--by use of current meters suspended at elevations 0.2 and 0.8 of the depth below the water surface. However, additional velocity surveys will be necessary to determine whether or not small systematic corrections need be applied during periods of rapidly changing flow. \r\n\r\nIn the proposed system all gaged parameters, including velocities, depths, position in the stream, and related times, are monitored continuously as a boat moves across the river on the selected cross section. Data are recorded photographically and transferred later onto punchcards for computer processing. \r\n\r\nComputer programs have been written to permit computation of instantaneous discharges at any selected time interval throughout the period of the current meter measurement program. It is anticipated that current-meter traverses will be made at intervals of about one-half hour over periods of several days. Capability of performance for protracted periods was, consequently, one of the important elements in system design. \r\n\r\nAnalysis of error sources in the proposed system indicates that errors in individual computed discharges can be kept smaller than 1.5 percent if the expected precision in all measured parameters is maintained.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1869G","usgsCitation":"Smith, W., 1971, Techniques and equipment required for precise stream gaging in tide-affected fresh-water reaches of the Sacramento River, California: U.S. Geological Survey Water Supply Paper 1869, vi, 46 p. ;24 cm., https://doi.org/10.3133/wsp1869G.","productDescription":"vi, 46 p. ;24 cm.","costCenters":[],"links":[{"id":139024,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1869g/report-thumb.jpg"},{"id":29101,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1869g/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29102,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1869g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a321","contributors":{"authors":[{"text":"Smith, Winchell","contributorId":20311,"corporation":false,"usgs":true,"family":"Smith","given":"Winchell","email":"","affiliations":[],"preferred":false,"id":145658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2729,"text":"wsp01A - 1971 - Ground-water and geohydrologic conditions in Queens County, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp01A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"2001","chapter":"A","title":"Ground-water and geohydrologic conditions in Queens County, Long Island, New York","docAbstract":"Queens County is a heavily populated borough of New York City, at the western end of Long Island, N. Y., in which large amounts of ground water are used, mostly for public supply. Ground water, pumped from local aquifers, by privately owned water-supply companies, supplied the water needs of about 750,000 of the nearly 2 million residents of the county in 1967; the balance was supplied by New York City from surface sources outside the county in upstate New York. \r\n\r\nThe county's aquifers consist of sand and gravel of Late Cretaceous and of Pleistocene ages, and the aquifers comprise a wedge-shaped ground-water reservoir lying on a southeastward-sloping floor of Precambrian(?) bedrock. Beds of clay and silt generally confine water in the deeper parts of the reservoir; water in the deeper aquifers ranges from poorly confined to well confined. Wisconsin-age glacial deposits in the uppermost part of the reservoir contain ground water under water-table conditions. \r\n\r\nGround water pumpage averaged about 60 mgd (million gallons per day) in Queens County from about 1900 to 1967. Much of the water was used in adjacent Kings County, another borough of New York City, prior to 1950. The large ground-water withdrawal has resulted in a wide-spread and still-growing cone of depression in the water table, reflecting a loss of about 61 billion gallons of fresh water from storage. Significant drawdown of the water table probably began with rapid urbanization of Queens County in the 1920's. The county has been extensively paved, and storm and sanitary sewers divert water, which formerly entered the ground, to tidewater north and south of the county. Natural recharge to the aquifers has been reduced to about one half of the preurban rate and is below the withdrawal rate. Ground-water levels have declined more than 40. feet from the earliest-known levels, in 1903, to 1967, and the water table is below sea level in much of the county. \r\n\r\nThe aquifers are being contaminated by the movement of salty ground water toward the deepest parts of the cone of depression in central Queens County. Contamination of ground water is probably also occurring from leaking sewers and from pollutants leaking downward from the land surface. Thermal pollution of the ground water has occurred locally where ground water pumped for cooling uses is returned, with elevated temperatures, to the source aquifer through recharge wells. \r\n\r\nThe quality of ground water in Queens County in 1967 was generally satisfactory for public-supply and most industrial uses. However, the rate and distribution of ground-water withdrawals in the county are leading to greater decline of the water table and to increasing contamination of the aquifers. No 'safe limit' on pumpage can be set for the county because limits on the effects of pumping have not been established. A safe limit, at the present stage of urbanization, could range from considerably less than the current average 60 mgd to considerably more over a wide-range of pumping effects and acceptable water quality. However, continued removal of fresh water from storage and deterioration of water quality reduces the value of the county's aquifers, not only for current supply, but also for additional supply to the county and other parts of New York City in times of drought or other emergency.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp01A","usgsCitation":"Soren, J., 1971, Ground-water and geohydrologic conditions in Queens County, Long Island, New York: U.S. Geological Survey Water Supply Paper 2001, iv, 39 p. :2 fold. col. maps (in pocket) ;23 cm., https://doi.org/10.3133/wsp01A.","productDescription":"iv, 39 p. :2 fold. col. maps (in pocket) ;23 cm.","costCenters":[],"links":[{"id":138958,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2001a/report-thumb.jpg"},{"id":247239,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2001a/plate-1.pdf","size":"5369","linkFileType":{"id":1,"text":"pdf"}},{"id":247240,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2001a/plate-2.pdf","size":"3255","linkFileType":{"id":1,"text":"pdf"}},{"id":29138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2001a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d491","contributors":{"authors":[{"text":"Soren, Julian","contributorId":54184,"corporation":false,"usgs":true,"family":"Soren","given":"Julian","email":"","affiliations":[],"preferred":false,"id":145677,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2179,"text":"wsp1532D - 1971 - Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1532D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1532","chapter":"D","title":"Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66","docAbstract":"An intensive study of the effect of grazing on the hydrologic and biotic characteristics of small drainage basins on the Colorado Plateau was begun in the fall of 1953. This report presents data obtained during the first 13 years of the proposed 20-year study. \r\n\r\nFor the period of record 1954-66, runoff from grazed watersheds has averaged about 33 acre-feet per square mile per year. Runoff from ungrazed watersheds averaged from 71 to 76 percent of that from grazed watersheds. During the last 6 years of the period, however, ungrazed watersheds produced 69 to 71 percent as much runoff as grazed watersheds. The sediment yield frown grazed watersheds during the same period was about 3 acre-feet per square mile per year. Sediment yield from ungrazed watersheds ranged from 51 to 75 percent of that from grazed watersheds and averaged 66 percent. The largest change in these relations occurred about 2 years after livestock were excluded from certain watersheds. The causative factors for changes in the runoff and sediment yield relations are not entirely clear. At the end of 13 years, a significant change had occurred in the amount of bare soil and rock. in the ground-cover index, and in the litter and moss on the grazed watersheds. These items remained essentially unchanged on ungrazed watersheds. The changes in ground-cover factors were not of large magnitude and did not occur at the same rate as the changes in runoff and sediment yield. A large part of the difference appears to have been caused by a change in the structure of surface soil. which was brought about by the elimination of trampling by livestock. \r\n\r\nDeer mice were the most common rodent present on the experimental watersheds, but even their population was not great enough to affect the composition of range vegetation. Deer mice populations remained comparable on grazed and ungrazed watersheds during the study. Other rodents were not present in sufficient numbers to allow their comparison on grazed and ungrazed range. Desert cottontail rabbits and black-tailed jackrabbits were more plentiful in ungrazed watersheds but were not present in large enough numbers to affect range vegetation.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1532D","usgsCitation":"Lusby, G.C., and Knipe, O., 1971, Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66: U.S. Geological Survey Water Supply Paper 1532, v, 90 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1532D.","productDescription":"v, 90 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":109968,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24708.htm","linkFileType":{"id":5,"text":"html"},"description":"24708"},{"id":138202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532d/report-thumb.jpg"},{"id":27799,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db5460de","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144778,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knipe, O.D.","contributorId":90158,"corporation":false,"usgs":true,"family":"Knipe","given":"O.D.","email":"","affiliations":[],"preferred":false,"id":144779,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22332,"text":"ofr716 - 1971 - Ground-water exploration, Beaver Creek Valley, near Kenai, Alaska","interactions":[],"lastModifiedDate":"2021-06-08T12:35:27.32218","indexId":"ofr716","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-6","title":"Ground-water exploration, Beaver Creek Valley, near Kenai, Alaska","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr716","issn":"0094-9140","usgsCitation":"Anderson, G.S., 1971, Ground-water exploration, Beaver Creek Valley, near Kenai, Alaska: U.S. Geological Survey Open-File Report 71-6, HTML Document, https://doi.org/10.3133/ofr716.","productDescription":"HTML Document","costCenters":[],"links":[{"id":155948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":111691,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.dggs.dnr.state.ak.us/pubs/id/10882","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","otherGeospatial":"Beaver Creek Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -148.20556640625,\n              65.93303449689425\n            ],\n            [\n              -145.20629882812497,\n              65.93303449689425\n            ],\n            [\n              -145.20629882812497,\n              66.70082364830009\n            ],\n            [\n              -148.20556640625,\n              66.70082364830009\n            ],\n            [\n              -148.20556640625,\n              65.93303449689425\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce67","contributors":{"authors":[{"text":"Anderson, G. S.","contributorId":81928,"corporation":false,"usgs":true,"family":"Anderson","given":"G.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":188054,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22575,"text":"ofr70376 - 1971 - Ground-water resources of Cass and Marion Counties, Texas","interactions":[{"subject":{"id":22575,"text":"ofr70376 - 1971 - Ground-water resources of Cass and Marion Counties, Texas","indexId":"ofr70376","publicationYear":"1971","noYear":false,"title":"Ground-water resources of Cass and Marion Counties, Texas"},"predicate":"SUPERSEDED_BY","object":{"id":70047605,"text":"70047605 - 1971 - Ground-water resources of Cass and Marion Counties, Texas","indexId":"70047605","publicationYear":"1971","noYear":false,"title":"Ground-water resources of Cass and Marion Counties, Texas"},"id":1}],"supersededBy":{"id":70047605,"text":"70047605 - 1971 - Ground-water resources of Cass and Marion Counties, Texas","indexId":"70047605","publicationYear":"1971","noYear":false,"title":"Ground-water resources of Cass and Marion Counties, Texas"},"lastModifiedDate":"2013-08-14T11:38:39","indexId":"ofr70376","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"70-376","title":"Ground-water resources of Cass and Marion Counties, Texas","language":"ENGLISH","publisher":"Texas Water Development Board,","doi":"10.3133/ofr70376","issn":"0094-9140","usgsCitation":"Broom, M.E., 1971, Ground-water resources of Cass and Marion Counties, Texas: U.S. Geological Survey Open-File Report 70-376, v, 66 p. :ill. ;28 cm., https://doi.org/10.3133/ofr70376.","productDescription":"v, 66 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":154399,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d862","contributors":{"authors":[{"text":"Broom, Matthew E.","contributorId":101668,"corporation":false,"usgs":true,"family":"Broom","given":"Matthew","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":188500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18832,"text":"ofr7195 - 1971 - Geology of the Stroudsburg quadrangle and Adjacent areas, Pennsylvania--New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:07:26","indexId":"ofr7195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-95","title":"Geology of the Stroudsburg quadrangle and Adjacent areas, Pennsylvania--New Jersey","docAbstract":"The Stroudsburg area is within the Valley and Ridge and Great Valley physiographic provinces, Northampton and Monroe Counties, Pennsylvania, and Warren County, New Jersey. The northeast-trending subparallel valleys and ridges resulted from erosion of folded heterogeneous sedimentary rocks. These are Middle Ordovician to Middle Devonian in age and are more than 17,000 feet thick. Deposition of a thick flysch sequence (Martinsburg Formation of Ordovician age) accompanied onset of Taconic orogenesis. It was followed by deposition of a thick molasse sequence of Silurian and Early Devonian age (continental and marginal-marine clastics--Shawangunk Formation and Bloomsburg Red Beds--overlain by predominantly marginal-marine and subtidal limestone, dolomite, shale, and sandstone--Poxono Island Formation through Oriskany Group). Basin deepening and gradual shallowing occurred during Esopus through Mahantango deposition, heralding the Acadian clastic wedge exposed north of the Stroudsburg area. Interpretation of sedimentary structures and regional stratigraphic relations suggest that the Silurian and Devonian rocks were deposited in the following environments: A1luviated coastal plain (meandering and braided streams), tidal flats (supratidal and intertidal), barrier zone, and neritic zone (upper and lower). \r\n\r\nThe rock stratigraphic units have been grouped into four lithotectonic units, each having a different style of deformation. Folds produced in these rocks are disharmonic, and it is believed that each rock sequence is set off from units above and below by \r\ndecollements, or zones of detachment. Movement was northwest into the Appalachian basin, primarily by gravitational sliding. The contact between the Shawangunk Formation of Silurian age and Martinsburg Formation of Ordovician age, is one zone of detachment as well as an angular unconformity. \r\n\r\nDeformational effects of the Middle to Late Ordovician Taconic orogeny are elusive, but it appears that the folds and most minor structures, including the prominent regional cleavage, were produced during the late Paleozoic Appalachian orogeny and are superimposed upon larger Taconic folds and faults. \r\n\r\nField relations and microscopic study suggest that the regional cleavage in the Stroudsburg area is due to laminar flow of pelitic material along cleavage folia accompanied by mechanical reorientation of platy and elongate minerals and neocrystallization of mica, quartz, chlorite, and probably albite. Numerous lines of evidence point to the conclusion that cleavage developed after the rock was indurated and formed at, and Just below, conditions of low-grade metamorphism. Intensity of cleavage development increases to the southeast across the area. Second-generation slip cleavage, also believed to be Appalachian in age, formed by mechanical reorientation of minerals as well as by limited new mineral growth. \r\n\r\nThe topography had a profound effect on the direction of movement of the Wisconsin glacier, as well as the manner of its retreat and the deposits that were formed. Till and stratified drift of Wisconsin age and till of Illinoian(?) age are common in the area. Wisconsin deglaciation occurred by northeastward retreat and by stagnation. A conspicuous terminal moraine marks the limit of Wisconsin ice movement. Lake Sciota was dammed between the retreating ice, the moraine, and the surrounding ridges north of Godfrey Ridge. Several deltas mark ice stand positions during the retreat of the ice. Lake-bottom and kame deposits are locally common in Cherry Valley. South of Kittatinny Mountain, on the other hand, melt water was freely discharged to the south. \r\n\r\nThe wind and water gaps in the Stroudsburg area (including Delaware Water Gap and Wind Gap) are structurally controlled; specifically they are located where folds die out in short distances, where folding is locally more intense, or where resistant rocks dip steeply and have a narrow width of outcrop. This conclusion is contrary to","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7195","usgsCitation":"Epstein, J., 1971, Geology of the Stroudsburg quadrangle and Adjacent areas, Pennsylvania--New Jersey: U.S. Geological Survey Open-File Report 71-95, xx, 339 leaves :ill., maps ;28 cm., https://doi.org/10.3133/ofr7195.","productDescription":"xx, 339 leaves :ill., maps ;28 cm.","costCenters":[],"links":[{"id":150705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1971/0095/report-thumb.jpg"},{"id":48219,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48220,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48221,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48222,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48223,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48224,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0095/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48225,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0095/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e362","contributors":{"authors":[{"text":"Epstein, Jack Burton","contributorId":64625,"corporation":false,"usgs":true,"family":"Epstein","given":"Jack Burton","affiliations":[],"preferred":false,"id":179822,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22513,"text":"ofr7149 - 1971 - Evaluation of the water supply at six sites in the Curecanti Recreation Area, southwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:07:56","indexId":"ofr7149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-49","title":"Evaluation of the water supply at six sites in the Curecanti Recreation Area, southwestern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division, Colorado District,","doi":"10.3133/ofr7149","issn":"0094-9140","usgsCitation":"Boettcher, A.J., 1971, Evaluation of the water supply at six sites in the Curecanti Recreation Area, southwestern Colorado: U.S. Geological Survey Open-File Report 71-49, 43 p. :ill., maps (some col.) ;28 cm.;, https://doi.org/10.3133/ofr7149.","productDescription":"43 p. :ill., maps (some col.) ;28 cm.;","costCenters":[],"links":[{"id":154310,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa013","contributors":{"authors":[{"text":"Boettcher, A. J.","contributorId":25965,"corporation":false,"usgs":true,"family":"Boettcher","given":"A.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":188382,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21592,"text":"ofr7160 - 1971 - Annual compilation and analysis of hydrologic data for Mountain Creek, Trinity River basin, Texas, 1969","interactions":[],"lastModifiedDate":"2017-06-14T16:27:17","indexId":"ofr7160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-60","title":"Annual compilation and analysis of hydrologic data for Mountain Creek, Trinity River basin, Texas, 1969","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7160","usgsCitation":"Buckner, H., 1971, Annual compilation and analysis of hydrologic data for Mountain Creek, Trinity River basin, Texas, 1969: U.S. Geological Survey Open-File Report 71-60, 9 p., https://doi.org/10.3133/ofr7160.","productDescription":"9 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":153851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bbd7","contributors":{"authors":[{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":184799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22507,"text":"ofr7241 - 1971 - Mathematical ground-water model of Indian Wells Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:07","indexId":"ofr7241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"72-41","title":"Mathematical ground-water model of Indian Wells Valley, California","docAbstract":"A mathematical model of the Indian Wells Valley ground-water basin was developed and verified. The alternating-direction implicit method was used to compute the mathematical solution. It was assumed that there are only two aquifers in the valley, one being deep and the other shallow. Where the shallow aquifer occurs, the underlying deep aquifer is confined or artesian. Flow between the aquifers under steady-state conditions is assumed to be in one direction, from deep to shallow. The transmissivity of the deep aquifer ranges from about 250,000 to 22,000 gallons per day per foot and from about 25,000 to 5,000 gallons per day per foot for the shallow aquifer. The storage coefficient for the deep aquifer ranges from 1 x 10 -4 to 0.20. \r\n\r\nSteady-state recharge and discharge in each aquifer was estimated to be 9,850 acre-feet per year. Ground-water pumping, sewage-effluent recharge, and capture of ground-water discharge occurred under non-steady-state conditions. Most of the ground-water pumpage is near Ridgecrest and Inyokern and in the area between the two towns. By 1968 pumpage in the deep aquifer had caused a reversal in the ground-water gradient south of China Lake and small water-level declines over most of the aquifer. The model for the deep aquifer was verified under steady-state and non-steady-state conditions. The shallow aquifer was verified under steady-state conditions only. \r\n\r\nThe verified model was then used to generate 1983 water-level conditions in the deep aquifer.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey, Water Resources Division,","doi":"10.3133/ofr7241","issn":"0094-9140","usgsCitation":"Bloyd, R., and Robson, S.G., 1971, Mathematical ground-water model of Indian Wells Valley, California: U.S. Geological Survey Open-File Report 72-41, iv, 35 p. :maps ;27 cm., https://doi.org/10.3133/ofr7241.","productDescription":"iv, 35 p. :maps ;27 cm.","costCenters":[],"links":[{"id":156503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0041/report-thumb.jpg"},{"id":52016,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0041/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52017,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0041/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ff82","contributors":{"authors":[{"text":"Bloyd, R. M. Jr.","contributorId":73243,"corporation":false,"usgs":true,"family":"Bloyd","given":"R. M.","suffix":"Jr.","affiliations":[],"preferred":false,"id":188371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":188372,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22464,"text":"ofr7234 - 1971 - Influence of surface glacial deposits on streamflow characteristics","interactions":[],"lastModifiedDate":"2016-08-26T14:39:34","indexId":"ofr7234","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"72-34","title":"Influence of surface glacial deposits on streamflow characteristics","docAbstract":"<p>Streamflow characteristics at gaging stations were related by multiple regression techniques to basin and climatic characteristics and equations were developed for estimating streamflow characteristics at ungaged sites. A permeability index, based on surface geology, was used in the analysis and substantially improved the standard error of estimate as compared to previous studies. Tables show the streamflow and basin characteristics and the equations for estimating streamflow characteristics.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr7234","issn":"0094-9140","collaboration":"Prepared in cooperation with the Geological Survey Division, Michigan Department of Natural Resources","usgsCitation":"Bent, P., 1971, Influence of surface glacial deposits on streamflow characteristics: U.S. Geological Survey Open-File Report 72-34, i, 37 p., https://doi.org/10.3133/ofr7234.","productDescription":"i, 37 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":155899,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee587","contributors":{"authors":[{"text":"Bent, P.C.","contributorId":73596,"corporation":false,"usgs":true,"family":"Bent","given":"P.C.","email":"","affiliations":[],"preferred":false,"id":188301,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23116,"text":"ofr71301 - 1971 - Compilation of hydrologic data Green Creek, Brazos River basin, Texas 1968","interactions":[{"subject":{"id":23116,"text":"ofr71301 - 1971 - Compilation of hydrologic data Green Creek, Brazos River basin, Texas 1968","indexId":"ofr71301","publicationYear":"1971","noYear":false,"title":"Compilation of hydrologic data Green Creek, Brazos River basin, Texas 1968"},"predicate":"SUPERSEDED_BY","object":{"id":67100,"text":"i675 - 1972 - Map showing recently active breaks along the San Jacinto fault zone between the San Bernardino area and Borrego Valley, California","indexId":"i675","publicationYear":"1972","noYear":false,"title":"Map showing recently active breaks along the San Jacinto fault zone between the San Bernardino area and Borrego Valley, California"},"id":1}],"supersededBy":{"id":67100,"text":"i675 - 1972 - Map showing recently active breaks along the San Jacinto fault zone between the San Bernardino area and Borrego Valley, California","indexId":"i675","publicationYear":"1972","noYear":false,"title":"Map showing recently active breaks along the San Jacinto fault zone between the San Bernardino area and Borrego Valley, California"},"lastModifiedDate":"2021-12-23T18:38:49.11798","indexId":"ofr71301","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-301","title":"Compilation of hydrologic data Green Creek, Brazos River basin, Texas 1968","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr71301","issn":"0094-9140","collaboration":"Prepared in cooperation with the Texas Water Development Board and the Soil Conservation Service","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Compilation of hydrologic data Green Creek, Brazos River basin, Texas 1968: U.S. Geological Survey Open-File Report 71-301, iv, 66 p., https://doi.org/10.3133/ofr71301.","productDescription":"iv, 66 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":393380,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0301/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0375/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Green Creek","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa0d7","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":529103,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21690,"text":"ofr70345 - 1971 - Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","interactions":[],"lastModifiedDate":"2017-06-27T15:34:38","indexId":"ofr70345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"70-345","title":"Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70345","issn":"0566-8174","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968: U.S. Geological Survey Open-File Report 70-345, 9 p., https://doi.org/10.3133/ofr70345.","productDescription":"9 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":152884,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa0ef","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":529063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22102,"text":"ofr71100 - 1971 - Recovery, separation, and identification of phenolic compounds from polluted waters","interactions":[],"lastModifiedDate":"2012-02-02T00:07:51","indexId":"ofr71100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-100","title":"Recovery, separation, and identification of phenolic compounds from polluted waters","language":"ENGLISH","publisher":"New Jersey Water Resources Research Institute, Rutgers University,","doi":"10.3133/ofr71100","issn":"0094-9140","usgsCitation":"Faust, S., Stutz, H., Aly, O., and Anderson, P., 1971, Recovery, separation, and identification of phenolic compounds from polluted waters: U.S. Geological Survey Open-File Report 71-100, iii, 49 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr71100.","productDescription":"iii, 49 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":153546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63541b","contributors":{"authors":[{"text":"Faust, S.D.","contributorId":45178,"corporation":false,"usgs":true,"family":"Faust","given":"S.D.","email":"","affiliations":[],"preferred":false,"id":187083,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stutz, Hansjakob","contributorId":30094,"corporation":false,"usgs":true,"family":"Stutz","given":"Hansjakob","email":"","affiliations":[],"preferred":false,"id":187082,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aly, O.M.","contributorId":75005,"corporation":false,"usgs":true,"family":"Aly","given":"O.M.","email":"","affiliations":[],"preferred":false,"id":187085,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Anderson, P.W.","contributorId":48539,"corporation":false,"usgs":true,"family":"Anderson","given":"P.W.","email":"","affiliations":[],"preferred":false,"id":187084,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":23025,"text":"ofr71105 - 1971 - Water resources of Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr71105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-105","title":"Water resources of Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division, Alaska District,","doi":"10.3133/ofr71105","issn":"0094-9140","usgsCitation":"Feulner, A., Childers, J., and Norman, V., 1971, Water resources of Alaska: U.S. Geological Survey Open-File Report 71-105, 130 p. :ill., maps ;22 x 28 cm., https://doi.org/10.3133/ofr71105.","productDescription":"130 p. :ill., maps ;22 x 28 cm.","costCenters":[],"links":[{"id":155318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1971/0105/report-thumb.jpg"},{"id":52406,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08d2","contributors":{"authors":[{"text":"Feulner, A.J.","contributorId":70796,"corporation":false,"usgs":true,"family":"Feulner","given":"A.J.","affiliations":[],"preferred":false,"id":189301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Childers, J.M.","contributorId":41455,"corporation":false,"usgs":true,"family":"Childers","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":189300,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Norman, V.W.","contributorId":85988,"corporation":false,"usgs":true,"family":"Norman","given":"V.W.","email":"","affiliations":[],"preferred":false,"id":189302,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15968,"text":"ofr72347 - 1971 - Transmission of digital data","interactions":[],"lastModifiedDate":"2014-05-29T07:12:31","indexId":"ofr72347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"72-347","title":"Transmission of digital data","docAbstract":"<p>The Geological Survey, Water Resources Division, established a pilot project to evaluate equipment that would transmit date recorded on 16-channel paper tapes over voice-grade telephone lines from field offices to the Washington, D.C., Automatic Data Processing Unit (A.D.P. Unit). Such equipment would allow computer-processed data for current-purpose hydrologic data stations to be made available in a more timely manner. The specifications for the equipment were prepared in March 1970; invitations to bid were solicited, a contract was awarded and the equipment was delivered in November 1970. The equipment included two reader/transmitter units, and one receiver/recorder unit.</p>\n<br>\n<p>The reader/transmitter units transmit manually entered fixed information, i.e. station number, beginning date and time, and ending date and time, and photoelectrically read and transmit the 16-channel paper tape data. The receiver/recorder unit records the transmitted information on IBM-compatible magnetic tape.</p>\n<br>\n<p>This report summarizes the information gained from a year of pilot operation of the equipment, with and without a computer terminal at the field level, and makes recommendations for establishing a data-transmission system in the Water Resources Division.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington D.C.","doi":"10.3133/ofr72347","usgsCitation":"Showen, C.R., 1971, Transmission of digital data: U.S. Geological Survey Open-File Report 72-347, i, 13 p., https://doi.org/10.3133/ofr72347.","productDescription":"i, 13 p.","numberOfPages":"15","costCenters":[],"links":[{"id":287740,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287739,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0347/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db626d05","contributors":{"authors":[{"text":"Showen, Charles R.","contributorId":105717,"corporation":false,"usgs":true,"family":"Showen","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":172023,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23115,"text":"ofr71299 - 1971 - Compilation of hydrologic data Calaveras Creek, San Antonio River basin, Texas 1968","interactions":[],"lastModifiedDate":"2017-06-27T15:33:00","indexId":"ofr71299","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-299","title":"Compilation of hydrologic data Calaveras Creek, San Antonio River basin, Texas 1968","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr71299","issn":"0094-9140","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Compilation of hydrologic data Calaveras Creek, San Antonio River basin, Texas 1968: U.S. Geological Survey Open-File Report 71-299, 66 p., https://doi.org/10.3133/ofr71299.","productDescription":"66 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":156671,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa0b7","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":529102,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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