The upper Duchesne River valley was studied during 1971-74 as part of an investigation of the northern Uinta Basin area, Utah and Colorado. The purpose of the study was to determine the relation of ground water to surface water, to estimate the quantity of ground water that moves to the Duchesne River, and to assess the probable effect of increased ground-water withdrawal on streamflow.
The primary source of water for the study area is precipitation on the highlands adjacent to and north of the area and on the valley itself. Discharge from the area is mainly by flow in the Duchesne River. Adjacent to and within the valley, ground water and surface water are intimately related, and they can interchange in several ways due to both natural and manmade conditions.
Aquifers in the upper Duchesne River valley range from Paleozoic to Quaternary in age. The consolidated aquifers receive recharge from highland precipitation and streamflow, and probably from interformational transfer of water. The consolidated rocks discharge water through springs and by interformational transfer of water to the valley fill of Quaternary age.
The valley fill, which is composed mainly of outwash and related glacial debris, constitutes the main ground-water reservoir in the valley. The fill is, in general, highly permeable and transmits water rapidly. It is recharged by a small amount of underflow beneath the Duchesne River and its tributaries, by intermittent precipitation directly on the fill, by interformational movement of ground water from the adjacent consolidated rocks, and by seepage of surface water from streams, canals, and irrigated fields. The ground water in the fill is unconfined. The volume of ground water stored in the fill and theoretically available by gravity drainage is a minimum of 40,000 acre-feet (50 cubic hectometres); this volume fluctuates by a maximum of 10 percent annually.
Ground water is discharged from the valley fill by wells and springs, by evapotranspiration, and by seepage into the Duchesne River. The discharge from wells and springs used for domestic, stock, public, and irrigation purposes in 1974 was about 2 cubic feet per second (0.06 cubic metres per second). The discharge by evapotranspiration was about 4 cubic feet per second (0.1 cubic metre per second). Discharge of ground water by seepage to the Duchesne River was about 39 cubic feet per second (1.1 cubic metres per second).
Most ground water, except in parts of the Uinta Formation, and all the surface water sampled in the study area, was fresh.
Because of the high permeability of the valley fill and because unconsumed ground water discharges to the Duchesne River, it can be concluded that lowering ground-water levels by large withdrawals of ground water in the upper Duchesne River valley ultimately would diminish the baseflow of the Duchesne River by about the amount of ground water with-drawn minus the amount salvaged from evapotranspiration.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76771","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Hood, J.W., 1976, Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah: U.S. Geological Survey Open-File Report 76-771, Report: 51 p.; 3 Plates: 20.72 x 17.94 inches or smaller, https://doi.org/10.3133/ofr76771.","productDescription":"Report: 51 p.; 3 Plates: 20.72 x 17.94 inches or smaller","costCenters":[],"links":[{"id":425757,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425756,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425755,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425754,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0771/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141897,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0771/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"northern Uinta Basin area, Upper Duchesne River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -111.07154298066295,\n 40.613633416605694\n ],\n [\n -111.07154298066295,\n 40.09912664272554\n ],\n [\n -110.32201356783139,\n 40.09912664272554\n ],\n [\n -110.32201356783139,\n 40.613633416605694\n ],\n [\n -111.07154298066295,\n 40.613633416605694\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606af0","contributors":{"authors":[{"text":"Hood, James W.","contributorId":66115,"corporation":false,"usgs":true,"family":"Hood","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159889,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9372,"text":"ofr76818 - 1976 - Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75","interactions":[],"lastModifiedDate":"2012-02-02T00:06:06","indexId":"ofr76818","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-818","title":"Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76818","usgsCitation":"Harris, W.F., and Warren, W.M., 1976, Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75: U.S. Geological Survey Open-File Report 76-818, iv, 69 leaves :ill. (some fold.) ;31 cm.; (82 p. - PGS), https://doi.org/10.3133/ofr76818.","productDescription":"iv, 69 leaves :ill. (some fold.) ;31 cm.; (82 p. - PGS)","costCenters":[],"links":[{"id":141435,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611848","contributors":{"authors":[{"text":"Harris, Wiley F.","contributorId":86767,"corporation":false,"usgs":true,"family":"Harris","given":"Wiley","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":159565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Warren, William M.","contributorId":85963,"corporation":false,"usgs":true,"family":"Warren","given":"William","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":159564,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14422,"text":"ofr76247 - 1976 - Time-of-travel studies, Susquehanna River, Binghamton, New York, to Clarks Ferry, Pennsylvania","interactions":[],"lastModifiedDate":"2016-06-21T13:18:40","indexId":"ofr76247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-247","title":"Time-of-travel studies, Susquehanna River, Binghamton, New York, to Clarks Ferry, Pennsylvania","docAbstract":"Results of time-of-travel studies are presented in both tabular and graphical form for several flow conditions in the Susquehanna River from Binghamton, N.Y., to Clarks Ferry, Pa. This reach is approximately 240 miles (386 kilometres) long, measured along the center of the channel, and has a drainage area of about 19,700 square miles (51,000 square kilometres) at its downstream end.
\nA solution of Rhodamine BA, a fluorescent dye, was injected into the river at selected sites. Water samples were collected throughout the study reach and were analyzed, by use of a fluorometer, for dye concentration.
\nTime-of-travel data have been related to stream discharge and to distance along the river channel. These relations permit the estimation of travel time for a water-soluble contaminant moving between any two points within the study reach at any desired discharge in the lower-to- medium flow range.
\nThe range of discharge for these studies was from 1,560 ft3/s (44.2 m3/s) to 4,330 ft3/s (123 m3/s) at the Wilkes-Barre, Pa. gaging station. The recorded travel times for the typical subreach, Shickshinny, Pa. to Danville 'Pa., ranged from 72.5 hours to 36.7 hours.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/ofr76247","collaboration":"Prepared in cooperation with the Susquehanna River Basin Coordinating Committee","usgsCitation":"Kauffman, C., Armbruster, J., and Voytik, A., 1976, Time-of-travel studies, Susquehanna River, Binghamton, New York, to Clarks Ferry, Pennsylvania: U.S. Geological Survey Open-File Report 76-247, v, 29 p., https://doi.org/10.3133/ofr76247.","productDescription":"v, 29 p.","numberOfPages":"37","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":148205,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr76247.jpg"},{"id":324111,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York, Pennsylvania","city":"Binghamton, Clarks Ferry","otherGeospatial":"Susquehanna River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.069091796875,\n 40.40931350359072\n ],\n [\n -77.069091796875,\n 42.17561739661684\n ],\n [\n -75.73974609375,\n 42.17561739661684\n ],\n [\n -75.73974609375,\n 40.40931350359072\n ],\n [\n -77.069091796875,\n 40.40931350359072\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699baa","contributors":{"authors":[{"text":"Kauffman, C.D.","contributorId":98314,"corporation":false,"usgs":true,"family":"Kauffman","given":"C.D.","email":"","affiliations":[],"preferred":false,"id":169431,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armbruster, J.T.","contributorId":101622,"corporation":false,"usgs":true,"family":"Armbruster","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":169432,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voytik, Andrew","contributorId":47755,"corporation":false,"usgs":true,"family":"Voytik","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":169430,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9872,"text":"ofr76547 - 1976 - Use of USGS earth-science products by county planning agencies in the San Francisco Bay region, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr76547","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-547","title":"Use of USGS earth-science products by county planning agencies in the San Francisco Bay region, California","docAbstract":"An inventory of the use of USGS products in selected planning studies, plans, ordinances, and other planning activities was made for eight counties in the San Francisco Bay region--a region of almost five million people. This inventory was designed to determine and document the use of the 87 earth-science information products prepared as a part of the San Francisco Bay Region Environment and Resources Planning Study (SFBRS). \r\n\r\nThe inventory showed that: (1) all eight counties had planning staffs who were very familiar with SFBRS products and had made frequent use of such products; (2) all eight counties had prepared planning documents which cite SFBRS products; (3) the types of planning applications most often indicated were: geologic hazards studies, seismic safety and public safety plan elements, general reference, and the preparation and review of environmental impact reports and statements; (4) over 90 percent of the 87 SFBRS products were used at least once, and nine of the products were used over 30 times each for various county planning activities; and (5) at least 85 other USGS products were also used for various county planning activities. \r\n\r\nAfter the inventory, selected county officials, employees, and consultants were interviewed and asked--among other things--to indicate any problems in the use of the SFBRS products, to suggest improvements, and to identify any needed or desired earth-science information. The responses showed that: (1) the scales commonly used for working maps were 1:62,500 or larger and for plan implementation were 1:24,000 or larger; (2) only one county had a geologist on its planning staff, although six others had the benefit of geotechnical services from private consulting firms, county engineering staffs, or the State Division of Mines and Geology; (3) seven of the eight counties expressed some problems in using the products, primarily because of their small scale or lack of detail; (4) all eight counties expected to continue to use the products and expressed a need or desire for additional earth-science, engineering, or other information; (5) all eight counties suggested specific improvements to future products, primarily larger scale or more detail and fewer technical or more interpretive products; and (6) all eight counties received educational, advisory, and review services from USGS personnel. Seventeen selected examples of the application of SFBRS products to various county planning activities are discussed and illustrated. These examples include four planning studies, seven plans, and two ordinances. From the inventory and responses to the interviews, it is concluded that the counties in the Bay region are very familiar with, have made frequent use of, and will continue to use SFBRS products for a wide range of county planning activities.\r\n\r\nSuggestions to ensure more effective use of earth-science information in the future include: (1) monitoring emerging critical issues and analyzing new state and federal laws and regulations so as to better anticipate and respond to county earth-science information needs; (2) creating a users advisory committee to help identify critical issues and user needs; (3) providing engineering interpretations and land- and water-use capability ratings to make earth-science information more readily usable; (4) giving priority to areas impacted by development so as to husband staff resources; (5) providing earth-science information at the larger scale and greater detail commonly used and needed by counties; (6) releasing earth-science information earlier and according to a formal distribution pattern; and (7) providing educational, advisory, and review services in connection with any earth-science information designed for planners and decisionmakers.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76547","usgsCitation":"Kockelman, W.J., 1976, Use of USGS earth-science products by county planning agencies in the San Francisco Bay region, California: U.S. Geological Survey Open-File Report 76-547, 186 leaves :ill., maps ;28 cm., https://doi.org/10.3133/ofr76547.","productDescription":"186 leaves :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0547/report-thumb.jpg"},{"id":37663,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0547/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699be7","contributors":{"authors":[{"text":"Kockelman, William J.","contributorId":34510,"corporation":false,"usgs":true,"family":"Kockelman","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":160436,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14730,"text":"ofr76349 - 1976 - A plan for study of water and its relation to economic development in the Green River and Great Divide basins in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:58","indexId":"ofr76349","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-349","title":"A plan for study of water and its relation to economic development in the Green River and Great Divide basins in Wyoming","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey ;\r\nfor sale by Open-File Services Section, Branch of Distribution, Geological Survey,","doi":"10.3133/ofr76349","isbn":"pbk","usgsCitation":"Lowham, H., DeLong, L.L., Peter, K.D., Wangsness, D., Head, W.J., and Ringen, B.H., 1976, A plan for study of water and its relation to economic development in the Green River and Great Divide basins in Wyoming: U.S. Geological Survey Open-File Report 76-349, vii, 92 p. :ill., maps ;27 cm.; (110 p. - PGS), https://doi.org/10.3133/ofr76349.","productDescription":"vii, 92 p. :ill., maps ;27 cm.; (110 p. - PGS)","costCenters":[],"links":[{"id":148030,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0349/report-thumb.jpg"},{"id":43503,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab7ad","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":169912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeLong, L. L.","contributorId":44530,"corporation":false,"usgs":true,"family":"DeLong","given":"L.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":169915,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peter, K. D.","contributorId":94319,"corporation":false,"usgs":true,"family":"Peter","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":169917,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wangsness, D. J.","contributorId":54208,"corporation":false,"usgs":true,"family":"Wangsness","given":"D. J.","affiliations":[],"preferred":false,"id":169916,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Head, W. J.","contributorId":33719,"corporation":false,"usgs":true,"family":"Head","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":169914,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Ringen, B. H.","contributorId":13987,"corporation":false,"usgs":true,"family":"Ringen","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":169913,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":10164,"text":"ofr76783 - 1976 - Chemical composition data and calculated aquifer temperature for selected wells and springs of Honey Lake Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:29","indexId":"ofr76783","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-783","title":"Chemical composition data and calculated aquifer temperature for selected wells and springs of Honey Lake Valley, California","docAbstract":"Major element, minor element, and gas composition data are tabulated for 15 springs and wells in Honey Lake Valley, California. Wendel and Amedee hot springs issue Na-S04-C1 waters at boiling or near boiling temperatures; the remaining springs and wells issue Na-HC03 waters at temperatures ranging from 14 to 33 deg C. Gases escaping from the hot springs are principally nitrogen with minor amounts of methane. The geothermometers calculated from the chemical data are also tabulated for each spring. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76783","usgsCitation":"Mariner, R.H., Presser, T.S., and Evans, W.C., 1976, Chemical composition data and calculated aquifer temperature for selected wells and springs of Honey Lake Valley, California: U.S. Geological Survey Open-File Report 76-783, 10 leaves :map ;27 cm., https://doi.org/10.3133/ofr76783.","productDescription":"10 leaves :map ;27 cm.","costCenters":[],"links":[{"id":144137,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4114","contributors":{"authors":[{"text":"Mariner, Robert H.","contributorId":81075,"corporation":false,"usgs":true,"family":"Mariner","given":"Robert","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":160918,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":160919,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Evans, William C.","contributorId":104903,"corporation":false,"usgs":true,"family":"Evans","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":160920,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10820,"text":"ofr76699 - 1976 - Helium in soil gas and well water in the vicinity of a uranium deposit, Weld County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr76699","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-699","title":"Helium in soil gas and well water in the vicinity of a uranium deposit, Weld County, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76699","usgsCitation":"Reimer, G.M., and Otton, J.K., 1976, Helium in soil gas and well water in the vicinity of a uranium deposit, Weld County, Colorado: U.S. Geological Survey Open-File Report 76-699, i, 10 leaves :maps ;27 cm., https://doi.org/10.3133/ofr76699.","productDescription":"i, 10 leaves :maps ;27 cm.","costCenters":[],"links":[{"id":145866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635d97","contributors":{"authors":[{"text":"Reimer, G. Michael","contributorId":95875,"corporation":false,"usgs":true,"family":"Reimer","given":"G.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":162025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Otton, James K. jkotton@usgs.gov","contributorId":1170,"corporation":false,"usgs":true,"family":"Otton","given":"James","email":"jkotton@usgs.gov","middleInitial":"K.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":162024,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11516,"text":"ofr76540 - 1976 - Preliminary evaluation of the feasibility of artificial recharge in northern Qater","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr76540","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-540","title":"Preliminary evaluation of the feasibility of artificial recharge in northern Qater","docAbstract":"Fresh ground water in northern Qatar occurs as a lens in limestone and dolomite of Eocene age. Natural recharge from precipitation averages 17x106 cubic metres per year whereas current discharge averages 26.6x106 cubic metres per year. Depletion of storage is accompanied by a deterioration in quality due to encroachment of salty water from the Gulf and from underlying formations. Artificial recharge with desalted sea water to permit additional agricultural development appears technically feasible but its practicability needs to be examined further. A hydrogeological appraisal including test drilling, geophysical logging, pumping tests, and a recharge test, coupled with engineering analysis of direct surface storage/distribution of desalted sea water versus aquifer storage/distribution, is recommended.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76540","usgsCitation":"Vecchioli, J., 1976, Preliminary evaluation of the feasibility of artificial recharge in northern Qater: U.S. Geological Survey Open-File Report 76-540, 47 leaves :ill., fold. map (in envelope) ;29 cm.; (40 p., 1 sheet, scale 1:200,000 - PGS), https://doi.org/10.3133/ofr76540.","productDescription":"47 leaves :ill., fold. map (in envelope) ;29 cm.; (40 p., 1 sheet, scale 1:200,000 - PGS)","costCenters":[],"links":[{"id":146057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0540/report-thumb.jpg"},{"id":39379,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0540/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0540/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"200000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2ee","contributors":{"authors":[{"text":"Vecchioli, John","contributorId":36113,"corporation":false,"usgs":true,"family":"Vecchioli","given":"John","email":"","affiliations":[],"preferred":false,"id":163287,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11327,"text":"ofr76759 - 1976 - Records of wells, water-level measurements, and drillers' logs, Red River Valley, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr76759","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-759","title":"Records of wells, water-level measurements, and drillers' logs, Red River Valley, Louisiana","docAbstract":"This report is a compilation of hydrogeologic data collected through June 1975 as part of the Red River Waterways project in Louisiana. The study was made by the U.S. Geological Survey in cooperation with the U.S. Army Corps of Engineers, New Orleans District, and the U.S. Soil Conservation Service, Alexandria, La. Included are records of 332 wells and test holes, water levels in 324 wells, and drillers ' logs of 316 wells and test holes. Most of the data were collected between July 1968 and June 1975. Well locations are shown. All altitudes given in the tables are referenced to mean sea level. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76759","usgsCitation":"Stephens, J.W., 1976, Records of wells, water-level measurements, and drillers' logs, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 76-759, iv, 335 p. :11 maps (10 fold.) ;28 cm.; (332 p. - PGS), https://doi.org/10.3133/ofr76759.","productDescription":"iv, 335 p. :11 maps (10 fold.) ;28 cm.; (332 p. - PGS)","costCenters":[],"links":[{"id":144068,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a02a","contributors":{"authors":[{"text":"Stephens, John W.","contributorId":76286,"corporation":false,"usgs":true,"family":"Stephens","given":"John","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":162942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10403,"text":"ofr76673 - 1976 - Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:32","indexId":"ofr76673","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-673","title":"Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho","docAbstract":"Approximately 3,100 drain wells injects irrigation waste water, urban runoff, septic-tank effluent, and industrial waste water into the Snake Plain aquifer in Minidoka, Gooding, Jerome, and Lincoln Counties, Idaho. About 29,000 acre-feet of irrigation waste water, 100 acre-feet of urban runoff, 400 acre-feet of septic-tank effluent, and 1,000 acre-feet of industrial waste water are injected annually. The quality of irrigation waste water is highly variable, depending upon its source, method and rate of application, amount of fertilizer added, and other factors. The quality of urban runoff water is generally much better than irrigation waste water. Septic-tank effluent is relatively high in nutrient concentrations. Chloride concentrations also are high, and bacterial concentrations are exceedingly high. The only industrial waste water sampled during this study had been used for cooling. No chemical changes were noted, but temperature was significantly increased. The data indicate that drain-well inflow does move appreciable distances through the aquifer and can be detected in downgradient wells. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76673","usgsCitation":"Moreland, J.A., Seitz, H.R., and LaSala, A.M., 1976, Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho: U.S. Geological Survey Open-File Report 76-673, 81 leaves :maps (3 fold.) ;28 cm.; (83 p., 1 sheet, scale 1:31,680 - PGS), https://doi.org/10.3133/ofr76673.","productDescription":"81 leaves :maps (3 fold.) ;28 cm.; (83 p., 1 sheet, scale 1:31,680 - PGS)","costCenters":[],"links":[{"id":143815,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0673/report-thumb.jpg"},{"id":38249,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38250,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38251,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38252,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38253,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38254,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38255,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38256,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38257,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38258,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0673/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"31680","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db615c2c","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161328,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161329,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"LaSala, Albert Mario","contributorId":74754,"corporation":false,"usgs":true,"family":"LaSala","given":"Albert","email":"","middleInitial":"Mario","affiliations":[],"preferred":false,"id":161330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9943,"text":"ofr76570 - 1976 - Proposed cross-Florida Barge Canal: assessment of impacts of proposed transloading facility, barge fleeting area, and barge port on water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr76570","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-570","title":"Proposed cross-Florida Barge Canal: assessment of impacts of proposed transloading facility, barge fleeting area, and barge port on water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76570","usgsCitation":"Lamonds, A.G., 1976, Proposed cross-Florida Barge Canal: assessment of impacts of proposed transloading facility, barge fleeting area, and barge port on water quality: U.S. Geological Survey Open-File Report 76-570, 19 leaves :2 maps ;27 cm., https://doi.org/10.3133/ofr76570.","productDescription":"19 leaves :2 maps ;27 cm.","costCenters":[],"links":[{"id":143215,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d780","contributors":{"authors":[{"text":"Lamonds, A. G.","contributorId":8450,"corporation":false,"usgs":true,"family":"Lamonds","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":160549,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13590,"text":"ofr75673 - 1976 - Climatic and streamflow estimates for northeastern Utah","interactions":[],"lastModifiedDate":"2017-09-03T13:56:37","indexId":"ofr75673","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-673","title":"Climatic and streamflow estimates for northeastern Utah","docAbstract":"This report shows how information from 44 air-temperature, 59 precipitation, and 86 streamflow sites was converted to a common-time base of 1941-70, and how general relations were developed to extend the converted point values to unsampled sites.
Two methods, regression and ratio, were used to convert the data to a common-time base. Both methods require a period of concurrent data at two sites. After an estimating equation has been defined from concurrent data, the regression method requires data at the independent site only during the record voids of the dependent site. The independent site must have a complete record, however, if the ratio method is to be used.
Regression techniques were used to fill voids in the air-temperature data base and to determine the correlation of monthly and annual averages, the average annual distribution, and equations that can be used to estimate average monthly and seasonal air temperature, precipitation, and streamflow. Incomplete precipitation and streamflow records were adjusted to the 1941-70 average on the assumption that the ratio of con- current data is directly proportional to the ratio of the respective 1941-70 average annual values at nearby sites.
The average monthly air temperature at a short-term collection site generally can be approximated with a standard error of estimate of less than 2 degrees Fahrenheit (1.1 degrees Celsius). The standard deviation of the precipitation residuals, about the averages of the estimates for all incomplete-record sites, is 0.42 inch (11 millimetres). The average annual precipitation at the 59 sites used in this analysis is 16.2 inches (411 millimetres). Two-thirds of the streamflow estimates are within 13.0 cubic feet per second (0.37 cubic metres per second) of the averages of the site estimates, which is about 10 percent of the sample average.
Altitude and location can be used to estimate the average annual temperature and precipitation. Schematic diagrams, plotted by computer, were prepared to show variations of altitude, temperature, and precipitation. Maps, also plotted by computer, show lines of equal altitude, precipitation, and temperature.
Average annual streamflow can be estimated on the basis of drainage area and the average annual precipitation. Equations for these estimates have standard errors of estimate ranging from 30 to 125 percent.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr75673","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources","usgsCitation":"Fields, F.K., and Adams, D.B., 1976, Climatic and streamflow estimates for northeastern Utah: U.S. Geological Survey Open-File Report 75-673, Report: vi, 47 p; 4 Tables: 14.99 in. x 20.24 in. or smaller, https://doi.org/10.3133/ofr75673.","productDescription":"Report: vi, 47 p; 4 Tables: 14.99 in. x 20.24 in. or smaller","numberOfPages":"53","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":42109,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0673/plate-1.pdf","text":"Table 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Air temperature data base"},{"id":42110,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0673/plate-2.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Average monthly and annual air temperatures, in degreed Fahrenheit, for the sites shown in table 11941-70"},{"id":42111,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0673/plate-3.pdf","text":"Table 9","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Precipitation data base and average annual precipitation for the period 1941-70"},{"id":42112,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0673/plate-4.pdf","text":"Table 12","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Streamflow data base and average annual discharge for the period 1941-70"},{"id":42113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0673/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110129,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_33916.htm","linkFileType":{"id":5,"text":"html"},"description":"33916"},{"id":146908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0673/report-thumb.jpg"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de1d3","contributors":{"authors":[{"text":"Fields, Fred K.","contributorId":69981,"corporation":false,"usgs":true,"family":"Fields","given":"Fred","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":168078,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, D. Briane","contributorId":35707,"corporation":false,"usgs":true,"family":"Adams","given":"D.","email":"","middleInitial":"Briane","affiliations":[],"preferred":false,"id":168077,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9874,"text":"ofr76445 - 1976 - Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report","interactions":[],"lastModifiedDate":"2017-06-22T11:02:00","indexId":"ofr76445","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-445","title":"Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report","docAbstract":"This report presents basic hydrologic data collected for part of a water-resources study and supplements an interpretive report which will be published separately. The report summarizes discharge data from 140 stream collection sites, contains tables of about 800 chemical analyses from 164 stream sites and 107 analyses from 91 abandoned flowing oil and gas wells including concentrations of major ions and trace metals. A table shows results of collections of macroinvertebrates at 136 stream sites. Seven flow duration curves are also presented.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76445","usgsCitation":"Koester, H.E., and Lescinsky, J.B., 1976, Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report: U.S. Geological Survey Open-File Report 76-445, iii, 164 p. :ill., 1 fold. map (in pocket) ;28 cm.; (59 p., 1 sheet, scale 1:125,000 - PGS), https://doi.org/10.3133/ofr76445.","productDescription":"iii, 164 p. :ill., 1 fold. map (in pocket) ;28 cm.; (59 p., 1 sheet, scale 1:125,000 - PGS)","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":140924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0445/report-thumb.jpg"},{"id":37665,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0445/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37666,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0445/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f84","contributors":{"authors":[{"text":"Koester, Harry E.","contributorId":96259,"corporation":false,"usgs":true,"family":"Koester","given":"Harry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lescinsky, Joseph B.","contributorId":53377,"corporation":false,"usgs":true,"family":"Lescinsky","given":"Joseph","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160439,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10378,"text":"ofr76808 - 1976 - Outline of the water resources of the Status Creek basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:06:20","indexId":"ofr76808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-808","title":"Outline of the water resources of the Status Creek basin, Yakima Indian Reservation, Washington","docAbstract":"On the Yakima Indian Reservation, Washington, only about 5 percent of the Satus Creek basin--in the relatively flat eastern lowland adjacent to and including part of the Yakima River lowland--is agriculturally developed, mostly through irrigation. Because the basin 's streams do not contain adequate water for irrigation, most irrigation is by canal diversion from the adjoining Toppenish Creek basin. Irrigation application of as much as 9.25 acre-feet per acre per year, combined with the presence of poorly drained silt and clay layers in this area, and the natural upward discharge of ground water from deeper aquifers (water-bearing layers), has contributed to a waterlogging problem, which has affected about 10,500 acres, or about 25 percent of the irrigated area. In the upland of the basin, a large average annual base flow of about 30 cubic feet per second in Logy Creek indicates the presence of a potentially highly productive aquifer in young (shallow) basalt lavas underlying the higher western parts of the upland. This aquifer may provide a reservoir from which streamflow may be augmented by ground-water pumping or, alternatively, it may be used as a source of ground water for irrigation of upland areas directly. 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