{"pageNumber":"2244","pageRowStart":"56075","pageSize":"25","recordCount":68873,"records":[{"id":30635,"text":"wri7962 - 1979 - Thermal ground-water discharge and associated convective heat flux, Bruneau-Grand View area, southwest Idaho","interactions":[],"lastModifiedDate":"2019-08-07T15:09:17","indexId":"wri7962","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-62","title":"Thermal ground-water discharge and associated convective heat flux, Bruneau-Grand View area, southwest Idaho","docAbstract":"The Bruneau-Grand View area occupies about 1,100 square miles in southwest Idaho. The area has a rural population dependent on ground-water irrigation. Temperature of the ground water ranges from 15 C to more than 80 C. Ground water for irrigation is obtained from flowing and pumped wells. Discharge of thermal ground water from 104 irrigation wells and from 5 hot springs in 1978 was about 50,500 acre-feet. Convective heat flux from the geothermal system associated with this discharge was 4.97 x 10 to the 7th power calories per second. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7962","usgsCitation":"Young, H., Lewis, R., and Backsen, R., 1979, Thermal ground-water discharge and associated convective heat flux, Bruneau-Grand View area, southwest Idaho: U.S. Geological Survey Water-Resources Investigations Report 79-62, Report: ii, 17 p.; 1 Plate: 35.43 x 23.82 inches, https://doi.org/10.3133/wri7962.","productDescription":"Report: ii, 17 p.; 1 Plate: 35.43 x 23.82 inches","costCenters":[],"links":[{"id":366338,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0062/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366268,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0062/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":" Bruneau-Grand View area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.81169128417967,\n              42.88049267616701\n            ],\n            [\n              -115.79315185546875,\n              42.88049267616701\n            ],\n            [\n              -115.79315185546875,\n              42.88954882665412\n            ],\n            [\n              -115.81169128417967,\n              42.88954882665412\n            ],\n            [\n              -115.81169128417967,\n              42.88049267616701\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a57e4b07f02db62e370","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":203580,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, R.E.","contributorId":31735,"corporation":false,"usgs":true,"family":"Lewis","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":203578,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Backsen, R.L.","contributorId":48550,"corporation":false,"usgs":true,"family":"Backsen","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":203579,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30653,"text":"wri7983 - 1979 - Techniques for estimating magnitude and frequency of floods on rural unregulated streams in New York State excluding Long Island","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri7983","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-83","title":"Techniques for estimating magnitude and frequency of floods on rural unregulated streams in New York State excluding Long Island","docAbstract":"Techniques are presented for estimating the magnitude and frequency of floods at ungaged sites on unregulated rural streams in New York, excluding Long Island. The discharge-frequency data and basin characteristics of 220 stream-gaging stations in New York and adjacent States were used in developing multiple linear regression equations for floods ranging in recurrence interval from 2 to 100 years. Separate equations were developed for northern, southeastern, and western New York. Standard errors of estimate of the 100-year flood range from 32.9 percent in the southeastern region to 42.8 percent in the western region. Drainage area is the independent variable needed in all equations; other variables needed, depending on region, are main-channel slope, storage index, and mean annual precipitation. A method is given for obtaining improved discharge-frequency relationships at gaged sites by weighting log-Pearson type III and regression estimates according to their variances. Basin characteristics, log-Pearson type III statistics, and regression and weighted estimates of the frequency-discharge relationship, are tabulated for the gaging stations used in the regression analyses. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7983","usgsCitation":"Zembrzuski, T.J., and Dunn, B., 1979, Techniques for estimating magnitude and frequency of floods on rural unregulated streams in New York State excluding Long Island: U.S. Geological Survey Water-Resources Investigations Report 79-83, v, 66 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7983.","productDescription":"v, 66 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":119348,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_79_83.gif"},{"id":13510,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri79-83/ ","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db697fe1","contributors":{"authors":[{"text":"Zembrzuski, Thomas J. Jr.","contributorId":37371,"corporation":false,"usgs":true,"family":"Zembrzuski","given":"Thomas","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203610,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dunn, Bernard","contributorId":61423,"corporation":false,"usgs":true,"family":"Dunn","given":"Bernard","email":"","affiliations":[],"preferred":false,"id":203611,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":36909,"text":"fwsobs77_19 - 1979 - Guidelines for preparing expert testimony in water management decisions related to instream flow issues. IFIP No. 1","interactions":[],"lastModifiedDate":"2018-10-01T19:55:26","indexId":"fwsobs77_19","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"77/19","title":"Guidelines for preparing expert testimony in water management decisions related to instream flow issues. IFIP No. 1","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Sweetman, D.A., 1979, Guidelines for preparing expert testimony in water management decisions related to instream flow issues. IFIP No. 1 (Revised Edition): FWS/OBS 77/19, 32 p.; 27 cm.","productDescription":"32 p.; 27 cm.","costCenters":[],"links":[{"id":92229,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://hdl.handle.net/2027/mdp.39015017874655?urlappend=%3Bseq=5"},{"id":166707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"edition":"Revised Edition","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a2ab","contributors":{"editors":[{"text":"Lamb, Berton L.","contributorId":6919,"corporation":false,"usgs":true,"family":"Lamb","given":"Berton L.","affiliations":[],"preferred":false,"id":747071,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Sweetman, Debra A.","contributorId":35377,"corporation":false,"usgs":true,"family":"Sweetman","given":"Debra","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":217156,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56816,"text":"wdrME781 - 1979 - Water resources data for Maine, water year 1978","interactions":[],"lastModifiedDate":"2025-09-11T15:06:43.736252","indexId":"wdrME781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"ME-78-1","title":"Water resources data for Maine, water year 1978","docAbstract":"<p>Water resources data for the 1978 water year for Maine consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water-levels and water quality of wells. This report contains discharge records for 68 gaging stations; stage only for 2 gaging stations; contents for 17 lakes and reservoirs; water quality for 13 gaging stations and 22 wells; and water levels for 22 observation wells. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrME781","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Maine, water year 1978: U.S. Geological Survey Water Data Report ME-78-1, vii, 230 p., https://doi.org/10.3133/wdrME781.","productDescription":"vii, 230 p.","costCenters":[],"links":[{"id":174938,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/me-78-1/report-thumb.jpg"},{"id":495319,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/me-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":4423,"text":"cir804A - 1979 - The U.S. Geological Survey in Alaska, 1979 programs","interactions":[],"lastModifiedDate":"2022-06-16T21:56:51.445056","indexId":"cir804A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"804","chapter":"A","title":"The U.S. Geological Survey in Alaska, 1979 programs","docAbstract":"This circular describes the 1979 programs of the U.S. Geological Survey in Alaska. 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Katherine M.","contributorId":8447,"corporation":false,"usgs":true,"family":"Reed","given":"Katherine M.","affiliations":[],"preferred":false,"id":749349,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Gilmore, Robert F.","contributorId":67074,"corporation":false,"usgs":true,"family":"Gilmore","given":"Robert F.","affiliations":[],"preferred":false,"id":844778,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harris, Linda-Lee","contributorId":15176,"corporation":false,"usgs":true,"family":"Harris","given":"Linda-Lee","email":"","affiliations":[],"preferred":false,"id":149106,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tennison, Lisa D.","contributorId":104469,"corporation":false,"usgs":true,"family":"Tennison","given":"Lisa","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149108,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9172,"text":"ofr791055 - 1979 - Discharge of saltwater from Permian rocks to major stream-aquifer systems in central and south-central Kansas","interactions":[],"lastModifiedDate":"2025-12-30T17:28:09.317768","indexId":"ofr791055","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1055","title":"Discharge of saltwater from Permian rocks to major stream-aquifer systems in central and south-central Kansas","docAbstract":"<p>Saline-water inflow from Permian rocks has resulted in the degradation of freshwater systems in several areas of central and south-central Kansas. Solution of evaporite beds has occurred along the eastern edge of the Wellington Formation, chiefly within the Hutchinson Salt Member and associated gypsum units. The solution, caused by leakage of freshwater primarily from overlying unconsolidated deposits, has resulted in formation of a discontinuous zone of solution cavities and collapsed beds. This zone, which extends southward from Salina to near Wellington, contains large quantities of saltwater and is termed the Wellington aquifer.</p><p>The generalized potentiometric surface of the Wellington aquifer is determined from water-level measurements in observation wells and from digital model studies. A ground-water divide is indicated on this surface east of Hutchinson where the gradient slopes northward toward the Smoky Hill River valley and southeastward toward eastern Sumner County in the Arkansas River valley.</p><p>The digital model and field evidence indicate that there are several major areas where the potentiometric surface of the Wellington aquifer is above the water table of the overlying freshwater deposits. This difference in head provides a mechanism for the upward leakage of saline water. Areas of saline-water encroachment to freshwater systems are near Belle Plaine, Adamsville, and Geuda Springs in south-central Kansas and in the Smoky Hill River valley east of Salina. Another area of possible saline-water contamination is southeast of Hutchinson. Owing to erosion of most of the intervening shale layers, the Wellington aquifer may be in hydraulic connection with the aquifer in the unconsolidated deposits.</p><p>Regression analyses and measurements of seepage and salinity were used to determine the amount of saltwater discharge and chloride-load increase to the Arkansas River and its tributaries between Derby and Arkansas City during 1970-74. These analyses indicate that approximately 0.60 cubic foot per second of saltwater is entering the freshwater system in this area and that the average increase in chloride load is about 229 tons per day.</p><p>Possible methods of alleviating saline-water intrusion include desalinization, dilution, evaporation, and diversion. Interception maybe accomplished by installation of wells in the Wellington aquifer or at the base of the unconsolidated deposits or by construction of collection systems at land surface in areas of seeps and springs. Following interception, possible methods of saline-water disposal include: (1) injection into the Arbuckle Group of Cambrian and Ordovician age, (2) dilution with freshwater in streams during high-flows, or (3) evaporation from surface ponds.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791055","usgsCitation":"Gogel, A.J., 1979, Discharge of saltwater from Permian rocks to major stream-aquifer systems in central and south-central Kansas: U.S. Geological Survey Open-File Report 79-1055, Report: 79 p.; 14 Plates: 36.50 x 25.30 inches or smaller, https://doi.org/10.3133/ofr791055.","productDescription":"Report: 79 p.; 14 Plates: 36.50 x 25.30 inches or smaller","costCenters":[],"links":[{"id":498170,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1055/plate-4-2.pdf","text":"Plate 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9ed","contributors":{"authors":[{"text":"Gogel, Anthony J.","contributorId":7276,"corporation":false,"usgs":true,"family":"Gogel","given":"Anthony","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159220,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11265,"text":"ofr79274 - 1979 - Test monitoring of prototype injection well, Waiale, Maui, Hawaii","interactions":[],"lastModifiedDate":"2025-12-12T14:39:41.701471","indexId":"ofr79274","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-274","title":"Test monitoring of prototype injection well, Waiale, Maui, Hawaii","docAbstract":"<p>A high-capacity prototype injection well was tested in the isthmus area of Maui, Hawaii. Pumping tests were made on April 14 and 15, 1978, and 10 injection tests were made between May 12 and June 30, 1978.</p><p>Selected tests were monitored in order to obtain data which could be used to assess the effects of subsurface disposal on the ground water in the basal aquifer. Pumping and injection rates were measured. Basal-water head responses to pumping and injection were observed at the prototype well and at two observation wells located 435 and 6 ,100 feet from the prototype well. Water-quality samples were collected at the prototype well and the nearest observation well prior to testing. Samples of the injection water, as well as samples from the observation wells, were collected prior to and after the final test.&nbsp;</p><p>The head data and water-quality data are presented in this report.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79274","collaboration":"Prepared in cooperation with the Department of Public Works County of Maui","usgsCitation":"Soroos, R.L., 1979, Test monitoring of prototype injection well, Waiale, Maui, Hawaii: U.S. Geological Survey Open-File Report 79-274, vi, 31 p., https://doi.org/10.3133/ofr79274.","productDescription":"vi, 31 p.","costCenters":[],"links":[{"id":497343,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0274/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144587,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0274/report-thumb.jpg"}],"country":"United States","state":"Hawaii","city":"Waiale, Maui","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -156.4167993514144,\n              20.937708805542854\n            ],\n            [\n              -156.55045508930385,\n              20.937708805542854\n            ],\n            [\n              -156.55045508930385,\n              20.766267384305323\n            ],\n            [\n              -156.4167993514144,\n              20.766267384305323\n            ],\n            [\n              -156.4167993514144,\n              20.937708805542854\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a271","contributors":{"authors":[{"text":"Soroos, Ronald L.","contributorId":97909,"corporation":false,"usgs":true,"family":"Soroos","given":"Ronald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":162833,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11426,"text":"ofr79704 - 1979 - Chemical analyses of waters from geysers, hot springs, and pools in Yellowstone National Park, Wyoming, from 1974 to 1978","interactions":[],"lastModifiedDate":"2025-12-11T17:54:12.128604","indexId":"ofr79704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-704","title":"Chemical analyses of waters from geysers, hot springs, and pools in Yellowstone National Park, Wyoming, from 1974 to 1978","docAbstract":"<p>Waters from geysers, hot springs, and pools of Yellowstone National Park have been analyzed by numerous investigators extending back nearly ten decades. Large compilations of complete major ion analyses of the thermal waters have been reported by Gooch and Whitfield (1888) 38 analyses; Allen and Day (1935) 94 complete and 127 partial major ion analyses, Rowe and others (1973) 166 analyses including many previous chemical analyses of the same feature; and Thompson and others (1975) 242 complete and 299 partial major ion analyses. Smaller compilations of the thermal water chemistry have been reported by Douglass (1939) 12 analyses; White and others (1963) 6 analyses; and Scott (1964) 10 analyses. Partial chemical analyses have been reported by White and others (1956) and by Morey and others (1961) for dissolved silica; Noguichi and Nix (1963) for dissolved silica and major anions; Araki and Noguichi (1969) for dissolved silica, molybdenum, vanadium, and major anions. Here we report 422 complete major ion analyses from 330 different locations of geysers, hot springs, and pools, collected from 1974 to 1978. Many of the analyses from Upper, Midway, Lower, and Norris Geyser Basin are recollections of features previously reported.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79704","usgsCitation":"Thompson, J., and Yadav, S., 1979, Chemical analyses of waters from geysers, hot springs, and pools in Yellowstone National Park, Wyoming, from 1974 to 1978: U.S. Geological Survey Open-File Report 79-704, 53 p., https://doi.org/10.3133/ofr79704.","productDescription":"53 p.","costCenters":[],"links":[{"id":144292,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0704/report-thumb.jpg"},{"id":497342,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0704/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Yellowstone National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": 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,{"id":8651,"text":"ofr791484 - 1979 - Analyses of native water, bottom material, and elutriate samples of southern Louisiana waterways, 1977-78","interactions":[],"lastModifiedDate":"2025-12-30T17:47:03.976335","indexId":"ofr791484","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1484","title":"Analyses of native water, bottom material, and elutriate samples of southern Louisiana waterways, 1977-78","docAbstract":"<p>From March 1977 to July 1978 the U.S. Geological Survey in cooperation with the U.S. Army Corps of Engineers conducted a series of elutriate studies to determine water quality in selected reaches of major navigable waterways of southern Louisiana. Samples were collected from the Mississippi River-Gulf Outlet area; Mississippi River, South Pass; Baptiste Collette Bayou; Tiger Pass area; Bayou Long; Bayou Barataria and Barataria Bay Waterway area; Barataria Bay Waterway area (gulf section); Bayou Segnette Waterway; Lake Pontchartrain near Tangipahoa River mouth; Bayou Grand Caillou; Bayou la Carpe at Houma; Houma Navigation Canal and Terrebonne Bay; Bayou Boeuf, Bayou Chene, and Bayou Black; Atchafalaya River channel, Atchafalaya Bay; Old River Lock tailbay; Red River below mouth of Black River; Freshwater Canal; Mermentau River and Lake Arthur; Mermentau River outlet; and Calcasieu Ship Channel. The studies were initiated at the request of the U.S. Army Corps of Engineers to evaluate possible environmental effects of proposed dredging activities in those waterways.</p><p>The U.S. Army Corps of Engineers and the U.S. Geological Survey collected 189 samples of native water and 172 samples of bottom (bed) material from 163 different sites. A total of 117 elutriates (mixtures of native water and bottom material) were prepared. The native water and elutriate samples were analyzed for selected metals, pesticides, nutrients, organics, and physical constituents. Particle-size determinations were made on bottom-material samples.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791484","usgsCitation":"Dupuy, A.J., and Couvillion, N.P., 1979, Analyses of native water, bottom material, and elutriate samples of southern Louisiana waterways, 1977-78: U.S. Geological Survey Open-File Report 79-1484, v, 414 p., https://doi.org/10.3133/ofr791484.","productDescription":"v, 414 p.","costCenters":[],"links":[{"id":498178,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1484/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141228,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1484/report-thumb.jpg"}],"country":"United 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,{"id":9557,"text":"ofr791163 - 1979 - Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","interactions":[{"subject":{"id":9557,"text":"ofr791163 - 1979 - Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"ofr791163","publicationYear":"1979","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone"},"predicate":"SUPERSEDED_BY","object":{"id":70043754,"text":"70043754 - 1981 - Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"70043754","publicationYear":"1981","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone"},"id":1}],"supersededBy":{"id":70043754,"text":"70043754 - 1981 - Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"70043754","publicationYear":"1981","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone"},"lastModifiedDate":"2025-12-29T15:46:44.414142","indexId":"ofr791163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1163","title":"Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","docAbstract":"<p>The lower Dirty Devil River basin area in southeastern Utah has an area of about 4,300 square miles (11,1140 square kilometers) and ranges in altitude from about 3,700 to more than 11,000 feet (1,130 to 3,350 meters) above mean sea level. Precipitation, the main source of water in the area, ranges from slightly less than 6 inches (152 millimeters) per year in the lowlands to more than 30 inches per year (762 millimeters) in the Henry Mountains and along the western boundary.</p><p>Rocks that crop out in or underlie the area range from the Precambrian to the Holocene in age. The thickness of the composite section of sedimentary rocks ranges from about 7,300 feet (2,200 meters) to about 23,000 feet (7,000 meters). The Entrada, Navajo, Wingate, and Coconino Sandstones and rocks of Mississippian age are considered major aquifers because of their large areal extent or thickness or their known locally large yields to wells. The chemical quality of the water in these aquifers ranges from fresh to briny.</p><p>The permeability of the aquifers in the area is affected by folding, faulting, and igneous intrusion. These geologic processes have locally enhanced ground-water circulation by fracturing or impeded circulation by offsetting permeable beds or sealing some zones with rocks of lower permeability.</p><p>The total hydrologic system in the lower Dirty Devil River basin has estimated long-term average annual inflow and outflow of about 1.6 million acre-feet (1,970 cubic hectometers), of which about 1.55 million acre-feet (1,910 cubic hectometers) is derived from precipitation. An estimated 96 percent of the water available to the area is consumed by evapotranspiration.</p><p>The estimated gross annual average ground-water recharge is 34,000 acre-feet (42 cubic hectometers), of which 5,000 acre-feet (6.2 cubic hectometers) recharges the Navajo Sandstone. Recoverable fresh to moderately saline water stored in the Navajo, Wingate, and Coconino Sandstones is estimated to be 210 million acre-feet (259,000 cubic hectometers), of which 89 million acre-feet (110,000 cubic hectometers) is stored in the Navajo alone.</p><p>Long-term large withdrawals from the Navajo Sandstone are feasible. Withdrawal of 12,000 gallons per minute (757 liters per second) over a period of about 36 years probably would diminish the amount of water in storage by less than 1 percent. The withdrawals, would eventually diminish the average annual discharge of the Dirty Devil River by possibly as much as 13 cubic feet per second (0.37 cubic meter per second). A change of this magnitude on the flow of the Colorado River would be too small to measure.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791163","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Hood, J.W., and Danielson, T.W., 1979, Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone: U.S. Geological Survey Open-File Report 79-1163, Report: 175 p.; 14 Figures: 25.47 x 33.30 inches or smaller; 26 Tables: 17.15 x 22.36 inches or smaller, https://doi.org/10.3133/ofr791163.","productDescription":"Report: 175 p.; 14 Figures: 25.47 x 33.30 inches or smaller; 26 Tables: 17.15 x 22.36 inches or smaller","costCenters":[],"links":[{"id":498132,"rank":32,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/1163/table-7-1.pdf","text":"Table 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W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Danielson, T. W.","contributorId":48590,"corporation":false,"usgs":true,"family":"Danielson","given":"T.","middleInitial":"W.","affiliations":[],"preferred":false,"id":159885,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9177,"text":"ofr791651 - 1979 - Formation and resulfidization of a South Texas roll-type uranium deposit","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr791651","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1651","title":"Formation and resulfidization of a South Texas roll-type uranium deposit","docAbstract":"Core samples from a roll type uranium deposit in Live Oak County, south Texas have been studied and results are reported for Se, Mo, FeS2 and organic-carbon distribution, sulfide mineral petrology, and sulfur isotopic composition of iron-disulfide phases. In addition, sulfur isotopic compositions of dissolved sulfate and sulfide from the modern ground water within the ore bearing sand have been studied. The suite of elements in the ore sand and their geometric relationships throughout the deposit are those expected for typical roll-type deposits with well-developed oxidation-reduction interfaces. However, iron-disulfide minerals are abundant in the altered tongue, demonstrating that this interval has been sulfidized after mineralization (resulfidized or rereduced). Iron disulfide minerals in the rereduced interval differ mineralogically and isotopically from those throughout the remainder of the deposit. The resulfidized sand contains dominantly pyrite that is enriched in 34S, whereas the sand beyond the altered tongue contains abundant marcasite that is enriched in the light isotope, 32S. Textural relationships between pyrite and marcasite help to establish relative timing of iron disulfide formation. In reduced rock outside the altered tongue, three distinct generations of iron disulfide are present. The oldest of these generations consists largely of pyrite with lesser amounts of marcasite. A major episode of marcasite formation contemporaneous with ore genesis postdates the oldest pyrite generation but predates a younger pyrite generation. Resulfidization probably led to the final pyrite stage recognized beyond the altered tongue. Stable isotope data establish that the source of sulfur for the resulfidization was fault-leaked H2S probably derived from the Edwards Limestone of Cretaceous age which underlies the deposit. \r\n\r\nThe deposit formed in at least two stages: (1) a pre-ore process of host rock sulfidization which produced disseminated pyrite as the dominant iron disulfide phase; and (2) an ore-stage process which led to the development of the uranium roll with emplacement of the characteristic suite of minor and accessory elements and which produced abundant isotopically light marcasite. The host rock was modified by a post-ore stage of resulfidization which precipitated isotopically heavy pyrite. Sulfur isotopic compositions of sulfide and sulfate present in modern ground water within the host sand differ greatly from sulfur isotopic composition of iron disulfides formed during the resulfidization episode. Iron disulfide minerals formed from the sulfur species of modern ground water have not been unequivocally identified.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791651","usgsCitation":"Goldhaber, M.B., Reynolds, R.L., and Rye, R.O., 1979, Formation and resulfidization of a South Texas roll-type uranium deposit: U.S. Geological Survey Open-File Report 79-1651, iii, 45 p.;28 cm., https://doi.org/10.3133/ofr791651.","productDescription":"iii, 45 p.;28 cm.","costCenters":[],"links":[{"id":141914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1651/report-thumb.jpg"},{"id":36791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1651/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3b2","contributors":{"authors":[{"text":"Goldhaber, Martin B. 0000-0002-1785-4243 mgold@usgs.gov","orcid":"https://orcid.org/0000-0002-1785-4243","contributorId":1339,"corporation":false,"usgs":true,"family":"Goldhaber","given":"Martin","email":"mgold@usgs.gov","middleInitial":"B.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":159227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reynolds, Richard L. 0000-0002-4572-2942 rreynolds@usgs.gov","orcid":"https://orcid.org/0000-0002-4572-2942","contributorId":441,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rreynolds@usgs.gov","middleInitial":"L.","affiliations":[{"id":271,"text":"Federal Center","active":false,"usgs":true}],"preferred":true,"id":159226,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rye, Robert O. rrye@usgs.gov","contributorId":1486,"corporation":false,"usgs":true,"family":"Rye","given":"Robert","email":"rrye@usgs.gov","middleInitial":"O.","affiliations":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":159228,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48441,"text":"ofr791060 - 1979 - Streamflow statistical summaries for Colorado streams through September 30, 1975; Volume 2: Colorado River basin above Gunnison River","interactions":[],"lastModifiedDate":"2026-01-08T17:15:00.077534","indexId":"ofr791060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1060","title":"Streamflow statistical summaries for Colorado streams through September 30, 1975; Volume 2: Colorado River basin above Gunnison River","docAbstract":"<p>This report contains statistical summaries of daily streamflow data as of September 30, 1975, for 189 stations west of the Continental Divide in Colorado for use by agencies and individuals engaged in water studies. To be included in this report, a station had to have a minimum of 3 complete water years (October 1 to September 30) of record and 3 complete climatic years (April 1 to March 31) of record having virtually constant effects of regulation and diversion, and to have had streamflow records previously reviewed and published by the U.S. Geological Survey.</p><p>Duration tables show the distribution of daily discharges for each water year ending September 30. High-flow sequence tables show the highest mean discharge for 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days of each water year. Low-flow sequence tables show the lowest mean discharge for 1, 3, 7, 14, 30, 60, 90, 120, and 183 consecutive days of each climatic year. For monthly flows the following statistics have been computed for each station having 5 or more complete water years of record: (1) Mean, (2) variance, (3) standard deviation, (4) skewness, (5) coefficient of variation, and (6) percentage of average flow. The first five items were also computed for the water year annual flows along with the first order serial correlation coefficient. For stations which have had virtually instantaneous significant changes in the effects of regulation or diversion, a maximum of two sets of summaries are shown. Referenced reports describe procedures for processing and interpreting the streamflow statistics.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791060","collaboration":"Prepared in cooperation with the Colorado Water Conservation Board","usgsCitation":"Petsch, H.E., 1979, Streamflow statistical summaries for Colorado streams through September 30, 1975; Volume 2: Colorado River basin above Gunnison River: U.S. Geological Survey Open-File Report 79-1060, iv, 350 p., https://doi.org/10.3133/ofr791060.","productDescription":"iv, 350 p.","costCenters":[],"links":[{"id":162837,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1060/report-thumb.jpg"},{"id":498426,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Colorado River basin, Gunnison River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-106.190554,40.997607],[-106.061181,40.996999],[-105.730421,40.996886],[-105.724804,40.99691],[-105.277138,40.998173],[-105.27686,40.998173],[-105.256527,40.998191],[-105.254779,40.99821],[-104.943371,40.998084],[-104.855273,40.998048],[-104.829504,40.99927],[-104.675999,41.000957],[-104.497149,41.001828],[-104.497058,41.001805],[-104.467672,41.001473],[-104.214692,41.001657],[-104.214191,41.001568],[-104.211473,41.001591],[-104.123586,41.001626],[-104.10459,41.001543],[-104.086068,41.001563],[-104.066961,41.001504],[-104.053249,41.001406],[-104.039238,41.001502],[-104.023383,41.001887],[-104.018223,41.001617],[-103.972642,41.001615],[-103.971373,41.001524],[-103.953525,41.001596],[-103.906324,41.001387],[-103.896207,41.00175],[-103.877967,41.001673],[-103.858449,41.001681],[-103.750498,41.002054],[-103.574522,41.001721],[-103.497447,41.001635],[-103.486697,41.001914],[-103.421975,41.002007],[-103.421925,41.001969],[-103.396991,41.002558],[-103.382492,41.002232],[-103.365314,41.001846],[-103.362979,41.001844],[-103.077804,41.002298],[-103.076536,41.002253],[-103.059538,41.002368],[-103.057998,41.002368],[-103.043444,41.002344],[-103.038704,41.002251],[-103.002026,41.002486],[-103.000102,41.0024],[-102.98269,41.002157],[-102.981483,41.002112],[-102.963669,41.002186],[-102.962522,41.002072],[-102.960706,41.002059],[-102.959624,41.002095],[-102.94483,41.002303],[-102.943109,41.002051],[-102.925568,41.00228],[-102.924029,41.002142],[-102.906547,41.002276],[-102.904796,41.002207],[-102.887407,41.002178],[-102.885746,41.002131],[-102.867822,41.002183],[-102.865784,41.001988],[-102.849263,41.002301],[-102.846455,41.002256],[-102.830303,41.002351],[-102.82728,41.002143],[-102.773546,41.002414],[-102.766723,41.002275],[-102.754617,41.002361],[-102.739624,41.00223],[-102.653463,41.002332],[-102.621033,41.002597],[-102.578696,41.002291],[-102.575738,41.002268],[-102.575496,41.0022],[-102.566048,41.0022],[-102.556789,41.002219],[-102.487955,41.002445],[-102.470537,41.002382],[-102.469223,41.002424],[-102.379593,41.002301],[-102.364066,41.002174],[-102.292833,41.002207],[-102.292622,41.00223],[-102.292553,41.002207],[-102.291354,41.002207],[-102.2721,41.002245],[-102.267812,41.002383],[-102.231931,41.002327],[-102.2122,41.002462],[-102.209361,41.002442],[-102.19121,41.002326],[-102.124972,41.002338],[-102.070598,41.002423],[-102.051718,41.002377],[-102.051614,41.002377],[-102.051292,40.749591],[-102.051292,40.749586],[-102.051398,40.697542],[-102.051725,40.537839],[-102.051519,40.520094],[-102.051465,40.440008],[-102.05184,40.396396],[-102.051572,40.39308],[-102.051798,40.360069],[-102.051553,40.349214],[-102.051309,40.338381],[-102.051922,40.235344],[-102.051894,40.229193],[-102.051909,40.162674],[-102.052001,40.148359],[-102.051744,40.003078],[-102.051569,39.849805],[-102.051363,39.843471],[-102.051318,39.833311],[-102.051254,39.818992],[-102.050594,39.675594],[-102.050099,39.653812],[-102.050422,39.646048],[-102.049954,39.592331],[-102.049806,39.574058],[-102.049764,39.56818],[-102.049554,39.538932],[-102.049673,39.536691],[-102.049679,39.506183],[-102.049369,39.423333],[-102.04937,39.41821],[-102.049167,39.403597],[-102.04896,39.373712],[-102.048449,39.303138],[-102.04725,39.13702],[-102.047189,39.133147],[-102.047134,39.129701],[-102.046571,39.047038],[-102.045388,38.813392],[-102.045334,38.799463],[-102.045448,38.783453],[-102.045371,38.770064],[-102.045287,38.755528],[-102.045375,38.754339],[-102.045212,38.697567],[-102.045156,38.688555],[-102.045127,38.686725],[-102.04516,38.675221],[-102.045102,38.674946],[-102.045074,38.669617],[-102.045288,38.615249],[-102.045288,38.615168],[-102.045211,38.581609],[-102.045189,38.558732],[-102.045223,38.543797],[-102.045112,38.523784],[-102.045262,38.505532],[-102.045263,38.505395],[-102.045324,38.453647],[-102.044936,38.41968],[-102.044442,38.415802],[-102.044944,38.384419],[-102.044613,38.312324],[-102.044568,38.268819],[-102.044567,38.268749],[-102.04451,38.262412],[-102.044398,38.250015],[-102.044251,38.141778],[-102.044589,38.125013],[-102.044255,38.113011],[-102.044644,38.045532],[-102.043844,37.928102],[-102.043845,37.926135],[-102.043219,37.867929],[-102.043033,37.824146],[-102.042953,37.803535],[-102.042668,37.788758],[-102.042158,37.760164],[-102.04199,37.738541],[-102.041876,37.723875],[-102.041574,37.680436],[-102.041694,37.665681],[-102.041582,37.654495],[-102.041585,37.644282],[-102.041618,37.607868],[-102.041894,37.557977],[-102.041899,37.541186],[-102.042016,37.535261],[-102.041786,37.506066],[-102.041801,37.469488],[-102.041755,37.434855],[-102.041669,37.43474],[-102.041676,37.409898],[-102.041586,37.38919],[-102.041524,37.375018],[-102.042089,37.352819],[-102.041974,37.352613],[-102.041817,37.30949],[-102.041664,37.29765],[-102.041963,37.258164],[-102.042002,37.141744],[-102.042135,37.125021],[-102.042092,37.12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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d4c","contributors":{"authors":[{"text":"Petsch, Harold E. Jr.","contributorId":51807,"corporation":false,"usgs":true,"family":"Petsch","given":"Harold","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237536,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1066,"text":"wsp1576J - 1979 - Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","interactions":[{"subject":{"id":8055,"text":"ofr77623 - 1977 - Availability and quality of ground water, Southern Ute Indian Reservation, southwestern Colorado","indexId":"ofr77623","publicationYear":"1977","noYear":false,"title":"Availability and quality of ground water, Southern Ute Indian Reservation, southwestern Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":1066,"text":"wsp1576J - 1979 - Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","indexId":"wsp1576J","publicationYear":"1979","noYear":false,"chapter":"J","title":"Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1576J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1576","chapter":"J","title":"Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","docAbstract":"Population growth and the potential development of subsurface mineral resources have increased the need for information on the availability and quality of ground water on the Southern Ute Indian Reservation. The U.S. Geological Survey, in cooperation with the Southern Ute Tribal Council, the Four Corners Regional Planning Commission, and the U.S. Bureau of Indian Affairs, conducted a study during 1974-76 to assess the ground-water resources of the reservation. \r\n\r\nWater occurs in aquifers in the Dakota Sandstone, Mancos Shale, Mesaverde Group, Lewis Shale, Pictured Cliffs Sandstone, Fruitland Formation, Kirtland Shale, Animas and San Jose Formations, and terrace and flood-plain deposits. Well yields from sandstone and shale aquifers are small, generally in the range from 1 to 10 gallons per minute with maximum reported yields of 75 gallons per minute. Well yields from terrace deposits generally range from 5 to 10 gallons per minute with maximum yields of 50 gallons per minute. Well yields from flood-plain deposits are as much as 25 gallons per minute but average 10 gallons per minute. \r\n\r\nWater quality in aquifers depends in part on rock type. Water from sandstone, terrace, and flood-plain aquifers is predominantly a calcium bicarbonate type, whereas water from shale aquifers is predominantly a sodium bicarbonate type. Water from rocks containing interbeds of coal or carbonaceous shales may be either a calcium or sodium sulfate type. Dissolved-solids concentrations of ground water ranged from 115 to 7,130 milligrams per liter. Water from bedrock aquifers is the most mineralized, while water from terrace and flood-plain aquifers is the least mineralized. In many water samples collected from bedrock, terrace, and flood-plain aquifers, the concentrations of arsenic, chloride, dissolved solids, fluoride, iron, manganese, nitrate, selenium, and sulfate exceeded U.S. Public Health Service (1962) recommended limits for drinking water. \r\n\r\nSelenium in the ground water in excess of U.S. Public Health Service (1962) recommended limit of 10 micrograms per liter for drinking water occurs throughout the reservation but principally in the central part. Of the 265 wells and springs sampled, 74 contained water with selenium concentrations in excess of the recommended limit. Selenium concentrations exceeded 10 micrograms per liter principally in water from aquifers in the San Jose and Animas Formations. The maximum selenium concentration determined during the study was 13,000 micrograms per liter in a sample obtained from the San Jose Formation. The only known documented case of human selenium poisoning caused by drinking ground water occurred on the reservation.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1576J","usgsCitation":"Brogden, R.E., Hutchinson, E.C., and Hillier, D.E., 1979, Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado: U.S. Geological Survey Water Supply Paper 1576, iv, 28 p. : ill., maps (1 fold. col. in pocket) ; 24 cm., https://doi.org/10.3133/wsp1576J.","productDescription":"iv, 28 p. : ill., maps (1 fold. col. in pocket) ; 24 cm.","costCenters":[],"links":[{"id":137993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1576j/report-thumb.jpg"},{"id":25745,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1576j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f10","contributors":{"authors":[{"text":"Brogden, Robert E.","contributorId":56202,"corporation":false,"usgs":true,"family":"Brogden","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143122,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchinson, E. Carter","contributorId":28954,"corporation":false,"usgs":true,"family":"Hutchinson","given":"E.","email":"","middleInitial":"Carter","affiliations":[],"preferred":false,"id":143121,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143123,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2822,"text":"wsp1817G - 1979 - Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"wsp1817G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1817","chapter":"G","title":"Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography","docAbstract":"A scheme is presented which used adsorption chromatography with pH gradient elution and size-exclusion chromatography to concentrate and separate hydrophobic organic acids from water. A review of chromatographic processes involved in the flow scheme is also presented. Organic analytes which appear in each aqueous fraction are quantified by dissolved organic carbon analysis. Hydrophobic organic acids in a water sample are concentrated on a porous acrylic resin. These acids usually constitute approximately 30-50 percent of the dissolved organic carbon in an unpolluted water sample and are eluted with an aqueous eluent (dilute base). The concentrate is then passed through a column of polyacryloylmorpholine gel, which separates the acids into high- and low-molecular-weight fractions. The high- and low-molecular-weight eluates are reconcentrated by adsorption chromatography, then are eluted with a pH gradient into strong acids (predominately carboxylic acids) and weak acids (predominately phenolic compounds). For standard compounds and samples of unpolluted waters, the scheme fractionates humic substances into strong and weak acid fractions that are separated from the low molecular weight acids. A new method utilizing conductivity is also presented to estimate the acidic components in the methanol fraction.","language":"ENGLISH","publisher":"U.S. Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp1817G","usgsCitation":"Thurman, E., and Malcolm, R., 1979, Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography: U.S. Geological Survey Water Supply Paper 1817, iii, 16 p. : ill. ; 23 cm., https://doi.org/10.3133/wsp1817G.","productDescription":"iii, 16 p. : ill. ; 23 cm.","costCenters":[],"links":[{"id":138742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1817g/report-thumb.jpg"},{"id":29380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1817g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa18c","contributors":{"authors":[{"text":"Thurman, E.M.","contributorId":102864,"corporation":false,"usgs":true,"family":"Thurman","given":"E.M.","affiliations":[],"preferred":false,"id":145856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Malcolm, Ronald L.","contributorId":46075,"corporation":false,"usgs":true,"family":"Malcolm","given":"Ronald L.","affiliations":[],"preferred":false,"id":145855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":124,"text":"wsp2059 - 1979 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","interactions":[{"subject":{"id":38148,"text":"ofr78577 - 1978 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River basin, Atlanta to West Point Dam, Georgia","indexId":"ofr78577","publicationYear":"1978","noYear":false,"title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River basin, Atlanta to West Point Dam, Georgia"},"predicate":"SUPERSEDED_BY","object":{"id":124,"text":"wsp2059 - 1979 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","indexId":"wsp2059","publicationYear":"1979","noYear":false,"title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia"},"id":1}],"lastModifiedDate":"2017-02-01T09:48:47","indexId":"wsp2059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2059","title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","docAbstract":"During the period April 1975 to June 1978, the U.S. Geological Survey conducted a river-quality assessment of the Upper Chattahoochee River basin in Georgia. One objective of the study was to assess the magnitudes, nature, and effects of point and non-point discharges in the Chattahoochee River basin from Atlanta to the West Point Dam. \r\n\r\nOn an average annual basis and during the storm period of March 1215, 1976, non-point-source loads for most constituents analyzed were larger than point-source loads at the Whitesburg station, located on the Chattahoochee River about 40 river miles downstream of Atlanta. Most of the non-point-source constituent loads in the Atlanta-to-Whitesburg reach were from urban areas. Average annual point-source discharges accounted for about 50 percent of the dissolved nitrogen, total nitrogen, and total phosphorus loads, and about 70 percent of the dissolved phosphorus loads at Whitesburg. \r\n\r\nDuring weekends, power generation at the upstream Buford Dam hydroelectric facility is minimal. Streamflow at the Atlanta station during dry-weather weekends is estimated to be about 1,200 ft3/s (cubic feet per second). Average daily dissolved-oxygen concentrations of less than 5.0 mg/L (milligrams per liter) occurred often in the river, about 20 river miles downstream from Atlanta during these periods from May to November. \r\n\r\nDuring a low-flow period, June 1-2, 1977, five municipal point sources contributed 63 percent of the ultimate biochemical oxygen demand, 97 percent of the ammonium nitrogen, 78 percent of the total nitrogen, and 90 percent of the total phosphorus loads at the Franklin station, at the upstream end of West Point Lake. Average daily concentrations of 13 mg/L of ultimate biochemical oxygen demand and 1.8 mg/L of ammonium nitrogen were observed about 2 river miles downstream from two of the municipal point sources. Carbonaceous and nitrogenous oxygen demands caused dissolved-oxygen concentrations between 4.1 and 5.0 mg/L to occur in a 22-mile reach of the river downstream from Atlanta. Nitrogenous oxygen demands were greater than carbonaceous oxygen demands in the reach from river mile 303 to 271, and carbonaceous demands were greater from river mile 271 to 235. The heat load from the Atkinson-McDonough thermoelectric power-plants caused a decrease in the dissolved-oxygen concentrations of about 0.2 mg/L. \r\n\r\nDuring a critical low-flow period, a streamflow at Atlanta of about 1,800 ft3/s, with present (1977) point-source flows of 185 ft3/s containing concentrations of 45 mg/L of ultimate biochemical oxygen demand and 15 mg/L of ammonium nitrogen, results in a computed minimum dissolved-oxygen concentration of 4.7 mg/L in the river downstream from Atlanta. In the year 2000, a streamflow at Atlanta of about 1,800 ft3/s with point-source flows of 373 ft3/s containing concentrations of 45 mg/L of ultimate biochemical oxygen demand and 5.0 mg/L of ammonium nitrogen, will result in a computed minimum dissolved-oxygen concentration of 5.0 mg/L. A streamflow of about 1,050 ft3/s at Atlanta in the year 2000 will result in a dissolved-oxygen concentration of 5.0 mg/L if point-source flows contain concentrations of 15 mg/L of ultimate biochemical oxygen demand and 5.0 mg/L of ammonium nitrogen. \r\n\r\nPhytoplankton concentrations in West Point Lake, about 70 river miles downstream from Atlanta, could exceed 3 million cells per milliliter during extended low-flow periods in the summer with present point- and non-point-source nitrogen and phosphorus loads. In the year 2000, phytoplankton concentrations in West Point Lake are not likely to exceed 700,000 cells per milliliter during extended low-flow periods in the summer, if phosphorus concentrations do not exceed 1.0 mg/L in point-source discharges.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2059","usgsCitation":"Stamer, J., Cherry, R.N., Faye, R., and Kleckner, R., 1979, Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia: U.S. Geological Survey Water Supply Paper 2059, vii, 65 p. : ill., map ; 24 cm. --, https://doi.org/10.3133/wsp2059.","productDescription":"vii, 65 p. : ill., map ; 24 cm. --","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":24732,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136391,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2059/report-thumb.jpg"}],"country":"United States","state":"Georgia","county":"Atlanta","otherGeospatial":"Chattahoochee River Basin, West Point Dam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.5343017578125,\n              32.99023555965106\n            ],\n            [\n              -84.8089599609375,\n              32.8472886646638\n            ],\n            [\n              -85.0177001953125,\n              32.81959486923976\n            ],\n            [\n              -85.220947265625,\n              32.856518010109546\n            ],\n            [\n              -85.3143310546875,\n              32.99945000822837\n            ],\n            [\n              -85.3143310546875,\n              33.22030778968541\n            ],\n            [\n              -84.9462890625,\n              33.6420625047537\n            ],\n            [\n              -84.9517822265625,\n              33.970697997361626\n            ],\n            [\n              -84.72656249999999,\n              34.17090836352573\n            ],\n            [\n              -84.407958984375,\n              34.16636338473789\n            ],\n            [\n              -84.166259765625,\n              34.37517887533528\n            ],\n            [\n              -84.0618896484375,\n              34.52918706954935\n            ],\n            [\n              -84.04541015625,\n              34.768691457552706\n            ],\n            [\n              -83.82568359375,\n              34.88142481679756\n            ],\n            [\n              -83.64990234375,\n              34.89494244739732\n            ],\n            [\n              -83.3917236328125,\n              34.8183131456094\n            ],\n            [\n              -83.34228515625,\n              34.56990638085636\n            ],\n            [\n              -83.64990234375,\n              34.20271636159618\n            ],\n            [\n              -83.95751953125,\n              33.897777013859475\n            ],\n            [\n              -84.5452880859375,\n              33.38558626887102\n            ],\n            [\n              -84.5343017578125,\n              32.99023555965106\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64964e","contributors":{"authors":[{"text":"Stamer, J. K.","contributorId":47753,"corporation":false,"usgs":true,"family":"Stamer","given":"J. K.","affiliations":[],"preferred":false,"id":141970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cherry, Rodney N.","contributorId":85941,"corporation":false,"usgs":true,"family":"Cherry","given":"Rodney","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":141972,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Faye, R.E.","contributorId":106863,"corporation":false,"usgs":true,"family":"Faye","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":141973,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kleckner, R.L.","contributorId":70744,"corporation":false,"usgs":true,"family":"Kleckner","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":141971,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","interactions":[{"subject":{"id":10049,"text":"ofr7818 - 1977 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","indexId":"ofr7818","publicationYear":"1977","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","indexId":"wsp2057","publicationYear":"1979","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah"},"id":1}],"lastModifiedDate":"2017-09-03T10:07:56","indexId":"wsp2057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2057","title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","docAbstract":"<p>The Bonneville Salt Flats and Pilot Valley are in the western part of the Great Salt Lake Desert in northwest Utah. The areas are separate, though similar, hydrologic basins, and both contain a salt crust. The Bonneville salt crust covered about 40 square miles in the fall of 1976, and the salt crust in Pilot Valley covered 7 square miles. Both areas lack any noticeable surface relief (in 1976, 1.3 feet on the Bonneville salt crust and 0.3 foot on the Pilot Valley salt crust).</p><p>The salt crust on the Salt Flats has been used for many years for automobile racing, and brines from shallow lacustrine deposits have been used for the production of potash. In recent years, there has been an apparent conflict between these two major uses of the area as the salt crust has diminished in both thickness and extent. Much of the Bonneville Racetrack has become rougher, and there has also been an increase in the amount of sediment on the south end of the racetrack. The Pilot Valley salt crust and surrounding playa have been largely unused.</p><p>Evaporite minerals on the Salt Flats and the Pilot Valley playa are concentrated in three zones: (1) a carbonate zone composed mainly of authigenic clay-size carbonate minerals, (2) a sulfate zone composed mainly of authigenic gypsum, and (3) a chloride zone composed of crystalline halite (the salt crust). Five major types of salt crust were recognized on the Salt Flats, but only one type was observed in Pilot Valley. Geomorphic differences in the salt crust are caused by differences in their hydrologic environments. The salt crusts are dynamic features that are subject to change because of climatic factors and man's activities.</p><p>Ground water occurs in three distinct aquifers in much of the western Great Salt Lake Desert: (1) the basin-fill aquifer, which yields water from conglomerate in the lower part of the basin fill, (2) the alluvial-fan aquifer, which yields water from sand and gravel along the western margins of both playas, and (3) the shallow-brine aquifer, which yields water from near-surface carbonate muds and crystalline halite and gypsum. The shallow-brine aquifer is the main source of brine used for the production of potash on the Salt Flats.</p><p>Recharge to that part of the shallow-brine aquifer north of Interstate Highway 80 on the Salt Flats is mainly by infiltration of precipitation and wind-driven floods of surface brine. Discharge was mainly by evaporation at the playa surface and withdrawals from brine-collection ditches. Some water was transpired by phreatophytes, and some leaked into the alluvial fan along the western edge of the playa.</p><p>Salt-scraping studies indicate that the amount of halite on the Salt Flats is directly related to the amount of recharge through the surface (which causes re-solution of halite) and the amount of evaporation at the surface (which causes crystallization of halite). Evaporation rates through sediment-covered salt crust and the gypsum surface were estimated at between 3x10<sup>-4</sup> and 4x10<sup>-3</sup> inches per day during the summer and fall of 1976. Evaporation rates through the surface of thick perennial salt crust were much higher.</p><p>The concentration of dissolved solids in brine in the shallow-brine aquifer varies, but it generally increases from the edges of the playas toward areas of salt crust. Dissolved-solids concentration in the shallow brine ranges from less than 100,000 to more than 300,000 milligrams per liter on both playas. The increase in salinity toward areas of salt crust reflects the natural direction of brine movement through the aquifer toward the natural discharge area.</p><p>On the Salt Flats, the percentages of dissolved potassium chloride and magnesium chloride in the shallow-brine aquifer generally increase from the edge of the playa to- ward the salt crust. The relative enrichment in potassium and magnesium reflects the many years of subsurface drainage toward the main discharge area (the salt crust) prior to man's withdrawal of brine. By artificially extracting brines from the carbonate muds, the percentages of potassium and magnesium have decreased while brine salinity has been maintained by re-solution of the salt crust.</p><p>The configuration of the density-corrected potentiometric surface in the fall of 1976 indicates that brine in the shallow-brine aquifer under the Bonneville Racetrack was draining toward brine-collection ditches or a well field to the west. Ground-water divides have no effect on the movement of dissolved salt across the surface in wind-driven floods, and salt in surface brine was carried from the racetrack into the area of influence of the ditches by such surface movement. During 1976 on the Salt Flats, some brine was moving through the shallow-brine aquifer across lease and property boundaries.</p><p>An evaluation of suggested remedial measures indicates that none will completely eliminate the conflict between uses or transform the Bonneville Salt Flats to its original state prior to man's activities in the area.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2057","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1979, Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah: U.S. Geological Survey Water Supply Paper 2057, vii, 107 p., https://doi.org/10.3133/wsp2057.","productDescription":"vii, 107 p.","numberOfPages":"117","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2057/report-thumb.jpg"},{"id":27729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Bonneville Salt Flats, Pilot Valley Playa","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e898","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2182,"text":"wsp1532I - 1979 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","interactions":[{"subject":{"id":10117,"text":"ofr78165 - 1978 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","indexId":"ofr78165","publicationYear":"1978","noYear":false,"title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73"},"predicate":"SUPERSEDED_BY","object":{"id":2182,"text":"wsp1532I - 1979 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","indexId":"wsp1532I","publicationYear":"1979","noYear":false,"chapter":"I","title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73"},"id":1}],"lastModifiedDate":"2022-01-07T19:50:06.11252","indexId":"wsp1532I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"I","title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrologic effects of land use","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1532I","usgsCitation":"Lusby, G.C., 1979, Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73: U.S. Geological Survey Water Supply Paper 1532, Report: iv, I34 p.; Plate, 19.00 x 12.00 inches, https://doi.org/10.3133/wsp1532I.","productDescription":"Report: iv, I34 p.; Plate, 19.00 x 12.00 inches","costCenters":[],"links":[{"id":394049,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24712.htm"},{"id":138238,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532i/report-thumb.jpg"},{"id":27805,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27806,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Badger Wash","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.948,\n              39.292\n            ],\n            [\n              -108.91,\n              39.292\n            ],\n            [\n              -108.91,\n              39.356\n            ],\n            [\n              -108.948,\n              39.356\n            ],\n            [\n              -108.948,\n              39.292\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62564f","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144786,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1142,"text":"wsp1757O - 1979 - The corrosive well waters of Egypt's western desert","interactions":[{"subject":{"id":18481,"text":"ofr78892 - 1978 - The corrosive well waters of Egypt's Western Desert","indexId":"ofr78892","publicationYear":"1978","noYear":false,"title":"The corrosive well waters of Egypt's Western Desert"},"predicate":"SUPERSEDED_BY","object":{"id":1142,"text":"wsp1757O - 1979 - The corrosive well waters of Egypt's western desert","indexId":"wsp1757O","publicationYear":"1979","noYear":false,"chapter":"O","title":"The corrosive well waters of Egypt's western desert"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1757O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1757","chapter":"O","title":"The corrosive well waters of Egypt's western desert","docAbstract":"The discovery that ground waters of Egypt's Western Desert are highly corrosive is lost in antiquity. Inhabitants of the oases have been aware of the troublesome property for many decades and early investigators mention it in their reports concerning the area. Introduction of modern well-drilling techniques and replacements of native wood casing with steel during the 20th century increased corrosion problems and, in what is called the New Valley Project, led to an intense search for causes and corrective treatments. This revealed that extreme corrosiveness results from combined effects of relatively acidic waters with significant concentrations of destructive sulfide ion; unfavorable ratios of sulfate and chloride to less aggressive ions; mineral equilibria and electrode potential which hinder formation of protective films; relative high chemical reaction rates because of abnormal temperatures, and high surface velocities related to well design. \r\n\r\nThere is general agreement among investigators that conventional corrosion control methods such as coating metal surfaces, chemical treatment of the water, and electrolytic protection with impressed current and sacrificial electrodes are ineffective or impracticable for wells in the Western Desert's New Valley. Thus, control must be sought through the use of materials more resistant to corrosion than plain carbon steel wherever well screens and casings are necessary. Of the alternatives considered, stainless steel appears to. be the most promising where high strength and long-term services are required and the alloy's relatively high cost is acceptable. Epoxy resin-bonded fiberglass and wood appear to be practicable, relatively inexpensive alternatives for installations which do. not exceed their strength limitations. Other materials such as high strength aluminum and Monel Metal have shown sufficient promise to. merit their consideration in particular locations and uses. The limited experience with pumping in these desert wells leaves uncertainties concerning the durability of conventional pump designs. \r\n\r\nEgypt's New Valley Project provides an excellent opportunity for continuing study of the corrosion problems that concern ground-water developers in many parts of the world.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1757O","usgsCitation":"Clarke, F., 1979, The corrosive well waters of Egypt's western desert: U.S. Geological Survey Water Supply Paper 1757, v, 55 p. : ill., maps ; 24 cm., https://doi.org/10.3133/wsp1757O.","productDescription":"v, 55 p. : ill., maps ; 24 cm.","costCenters":[],"links":[{"id":137610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757o/report-thumb.jpg"},{"id":25923,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66890d","contributors":{"authors":[{"text":"Clarke, Frank Eldridge","contributorId":107255,"corporation":false,"usgs":true,"family":"Clarke","given":"Frank Eldridge","affiliations":[],"preferred":false,"id":143248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2670,"text":"wsp2065 - 1979 - Arctic stream processes--an annotated bibliography","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp2065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2065","title":"Arctic stream processes--an annotated bibliography","docAbstract":"This bibliography selectively summarizes investigations to date (1978) dealing with the physical processes of streams in the Arctic. The specialized annotations include aspects of stream processes described in subordinate parts of general papers on the arctic environment and therefore not evident in author-abstract bibliographies. Foreign contributions--Canadian, Scandinavian, and Russian--are summarized, in the case of Russian literature primarily by means of papers in translation journals. Until 1970 the role of streams in development of the arctic landscape was commonly considered subordinate to that of glacial and frost-related processes. This conclusion changed, however, with the findings of the many new studies begun in response to oil and gas discoveries in the late 1960's. The conclusions of these studies, made to provide both the engineering data for resource development and the information to assess the impacts of that development, were in general agreement that stream processes throughout most of the Arctic were significantly more important than previously had been thought.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2065","usgsCitation":"Scott, K.M., 1979, Arctic stream processes--an annotated bibliography: U.S. Geological Survey Water Supply Paper 2065, iii, 78 p. ; 24 cm., https://doi.org/10.3133/wsp2065.","productDescription":"iii, 78 p. ; 24 cm.","costCenters":[],"links":[{"id":138252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2065/report-thumb.jpg"},{"id":29021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abee4b07f02db674c1b","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":145585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2396,"text":"wsp2060 - 1979 - Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah","interactions":[],"lastModifiedDate":"2022-12-15T22:36:44.732243","indexId":"wsp2060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2060","title":"Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah","docAbstract":"<p>This study covers about 1,000 mi<sup>2</sup> (2,600 km<sup>2</sup> ) of the southern Raft River drainage basin in south-central Idaho and northwest Utah. The main area of interest, approximately 200 mi2 (520 km<sup>2</sup> ) of semiarid agricultural and rangeland in the southern Raft River Valley that includes the known Geothermal Resource Area near Bridge, Idaho, was modelled numerically to evaluate the hydrodynamics of the unconfined aquifer. Computed and estimated transmissivity values range from 1,200 feet squared per day (110 meters squared per day) to 73,500 feet squared per day (6,830 meters squared per day). Water budgets, including ground-water recharge and discharge for approximate equilibrium conditions, have been computed by several previous investigators; their estimates of available ground-water recharge range from about 46,000 acre-feet per year (57 cubic hectometers per year) to 100,000 acre-feet per year (123 cubic hectometers per year).</p><p>Simulation modeling of equilibrium conditions represented by 1952 water levels suggests: (1) recharge to the water-table aquifer is about 63,000 acre-feet per year (77 cubic hectometers per year); (2) a significant volume of ground water is discharged through evapotranspiration by phreatophytes growing on the valley bottomlands; (3) the major source of recharge may be from upward leakage of water from a deeper, confined reservoir; and (4) the aquifer transmissivity probably does not exceed about 12,000 feet squared per day (3,100 meters squared per day). Additional analysis carried out by simulating transient conditions from 1952 to 1965 strongly suggests that aquifer transmissivity does not exceed about 7,700 feet squared per day (700 meters squared per day). The model was calibrated using slightly modified published pumpage data; it satisfactorily reproduced the historic water-level decline over the period 1952-65.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2060","usgsCitation":"Nichols, W., 1979, Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah: U.S. Geological Survey Water Supply Paper 2060, iv, 46 p., https://doi.org/10.3133/wsp2060.","productDescription":"iv, 46 p.","numberOfPages":"51","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":139196,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2060/report-thumb.jpg"},{"id":28374,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2060/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":410592,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25431.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Idaho, Utah","otherGeospatial":"Raft River geothermal area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113.5,\n              42.325\n            ],\n            [\n              -113.5,\n              41.9\n            ],\n            [\n              -113.208,\n              41.9\n            ],\n            [\n              -113.208,\n              42.325\n            ],\n            [\n              -113.5,\n              42.325\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685aac","contributors":{"authors":[{"text":"Nichols, William D.","contributorId":98296,"corporation":false,"usgs":true,"family":"Nichols","given":"William D.","affiliations":[],"preferred":false,"id":145132,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2181,"text":"wsp1532J - 1979 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","interactions":[{"subject":{"id":10116,"text":"ofr78289 - 1978 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","indexId":"ofr78289","publicationYear":"1978","noYear":false,"title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":2181,"text":"wsp1532J - 1979 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","indexId":"wsp1532J","publicationYear":"1979","noYear":false,"chapter":"J","title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado"},"id":1}],"lastModifiedDate":"2023-01-05T22:44:43.288576","indexId":"wsp1532J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"J","title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","docAbstract":"Changes in runoff and sediment yield caused by changing sagebrush cover to grass \r\ncover were studied at four small watersheds in western Colorado during a 9-year \r\nperiod, from 1965 to 1978. Measurements of runoff and sediment yield from the four \r\nwatersheds were made for 8 years, at which time two watersheds were plowed and \r\nseeded to beardless bluebunch wheatgrass. The same measurements were then continued for an additional 6 years. \r\n\r\nMeasurements indicated that conversion to grass caused a reduction in runoff from \r\nsummer rainstorms of about 75 percent. Runoff from spring snowmelt increased about \r\n12 percent, and annual runoff from treated watersheds decreased about 20 percent \r\nwhen compared to control watersheds. Sediment yield from the seeded watersheds was \r\nreduced by about 80 percent; most of this reduction is related to the decrease in runoff \r\nfrom summer rainstorms. \r\n\r\nThe size of barren interspaces between plants was reduced on the converted water- \r\nsheds to about 30 percent of those on the untreated watersheds. Linear regression \r\nanalysis indicates that a reduction of 38 percent in the amount of bare soil resulting \r\nfrom planting grass would result in a decrease of 73 percent in sediment concentration.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1532J","usgsCitation":"Lusby, G.C., 1979, Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado: U.S. Geological Survey Water Supply Paper 1532, Report: iv, 36 p.; 1 Plate: 19.00 x 15.80 inches, https://doi.org/10.3133/wsp1532J.","productDescription":"Report: iv, 36 p.; 1 Plate: 19.00 x 15.80 inches","costCenters":[],"links":[{"id":109969,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24713.htm","linkFileType":{"id":5,"text":"html"},"description":"24713"},{"id":27804,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27803,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138237,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532j/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Boco Mountain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.687,\n              39.75\n            ],\n            [\n              -106.687,\n              39.739\n            ],\n            [\n              -106.667,\n              39.739\n            ],\n            [\n              -106.667,\n              39.75\n            ],\n            [\n              -106.687,\n              39.75\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db615f56","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144785,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1047,"text":"wsp2058 - 1979 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","interactions":[{"subject":{"id":7976,"text":"ofr7892 - 1978 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","indexId":"ofr7892","publicationYear":"1978","noYear":false,"title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah"},"predicate":"SUPERSEDED_BY","object":{"id":1047,"text":"wsp2058 - 1979 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","indexId":"wsp2058","publicationYear":"1979","noYear":false,"title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah"},"id":1}],"lastModifiedDate":"2017-09-03T10:01:55","indexId":"wsp2058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2058","title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","docAbstract":"<p>The circulation of water in Flaming Gorge Reservoir is caused chiefly by insolation, inflow-outflow relationships, and wind, which is significant due to the geographical location of the reservoir. During 1970-75, there was little annual variation in the thickness, dissolved oxygen, and specific conductance of the hypolimnion near Flaming Gorge Dam. Depletion of dissolved oxygen occurred simultaneously in the bottom waters of both tributary arms in the upstream part of the reservoir and was due to reservoir stratification. Anaerobic conditions in the bottom water during summer stratification eventually results in a metalimnetic oxygen minimum in the reservoir.</p><p>The depletion of flow in the river below Flaming Gorge Dam due to evaporation and bank storage in the reservoir for the 1963-75 period was 1,320 cubic hectometers, and the increase of dissolved-solids load in the river was 1,947,000 metric tons. The largest annual variations in dissolved-solids concentration in the river was about 600 milligrams per liter before closure of the dam and about 200 milligrams per liter after closure. The discharge weighted-average dissolved-solids concentration for the 5 years prior to closure was 386 milligrams per liter and 512 milligrams per liter after closure. The most significant changes in the individual dissolved-ion loads in the river during 1973-75 were the increase in sulfate (0.46 million metric tons), which was probably derived from the solution of gypsum, and the decrease in bicarbonate (0.39 million metric tons), which can be attributed to chemical precipitation.</p><p>The maximum range in temperature in the Green River below the reservoir prior to closure of the dam in 1962 was from 0°C in winter to 21°C in summer. After closure until 1970 the temperature ranged from 2° to 12°C, but since 1970 the range has been from 4° to 9°C.</p><p>The maximum range in temperature in the Green River below the reservoir prior to closure of the dam in 1962 was from 0°C in winter to 21°C in summer. After closure until 1970 the temperature ranged from 2° to 12°C, but since 1970 the range has been from 4° to 9°C.During September 1975, a massive algal bloom was observed in the upstream part of the reservoir. The bloom covered approximately 16 kilometers of the lower part of the Blacks Fork arm, 23 kilometers of the lower part of the Green River arm, and 15 kilometers of the main reservoir below the confluence of the two arms. By October 1975 the algal bloom had disappeared. Nutrient loading in the reservoir was not sufficient to maintain a rate of algal production that would be disastrous to the reservoir ecosystem. However, should the nutrient loading increase substantially, the quality of the reservoir water could probably deteriorate rapidly, and its use for recreation and water supply could be severely limited.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2058","usgsCitation":"Bolke, E., 1979, Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah: U.S. Geological Survey Water Supply Paper 2058, iv, 41 p., https://doi.org/10.3133/wsp2058.","productDescription":"iv, 41 p.","numberOfPages":"46","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":137910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2058/report-thumb.jpg"},{"id":25711,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah, Wyoming","otherGeospatial":"Flaming Gorge Reservoir","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae9fa","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":143088,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18798,"text":"ofr8011 - 1979 - Program objectives for the National Water Data Exchange (NAWDEX) for fiscal year 1980","interactions":[],"lastModifiedDate":"2022-04-06T18:11:04.034087","indexId":"ofr8011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"80-11","title":"Program objectives for the National Water Data Exchange (NAWDEX) for fiscal year 1980","docAbstract":"<p>This report describes the proposed program objectives of the National Water Data Exchange (NAWDEX) for fiscal year 1980. These include NAWDEX program administration, NAWDEX services, water-data indexing activities, systems development, training, and the development of recommended methods for the handling and exchange of water data.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8011","usgsCitation":"Edwards, M.D., 1979, Program objectives for the National Water Data Exchange (NAWDEX) for fiscal year 1980: U.S. Geological Survey Open-File Report 80-11, iii, 6 p., https://doi.org/10.3133/ofr8011.","productDescription":"iii, 6 p.","costCenters":[],"links":[{"id":398245,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152899,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0011/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e43","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":179759,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}