{"pageNumber":"1480","pageRowStart":"36975","pageSize":"25","recordCount":40837,"records":[{"id":3510,"text":"cir964 - 1985 - Design of the National Trends Network for monitoring the chemistry of atmospheric precipitation","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"cir964","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"964","title":"Design of the National Trends Network for monitoring the chemistry of atmospheric precipitation","docAbstract":"Long-term monitoring (10 years minimum) of the chemistry of wet deposition will be conducted at National Trends Network (NTN) sites across the United States. Precipitation samples will be collected at sites that represent broad regional characteristics. Design of the NTN considered four basic elements during construction of a model to distribute 50, 75, 100, 125 or 150 sites. The modeling oriented design was supplemented with guidance developed during the course of the site selection process. Ultimately, a network of 151 sites was proposed. \r\n\r\nThe basic elements of the design are: \r\n\r\n(1) Assurance that all areas of the country are represented in the network on the basis of regional ecological properties (96 sites); \r\n\r\n(2) Placement of additional sites east of the Rocky Mountains to better define high deposition gradients (27 sites); \r\n\r\n(3) Placement of sites to assure that potentially sensitive regions are represented (15 sites); \r\n\r\n(4) Placement of sites to allow for other considerations, such as urban area effects (5 sites), intercomparison with Canada (3 sites), and apparent disparities in regional coverage (5 sites). \r\n\r\nSite selection stressed areas away from urban centers, large point sources, or ocean influences. Local factors, such as stable land ownership, nearby small emission sources (about 10 km), and close-by roads and fireplaces (about 0.5 km) were also considered. All proposed sites will be visited as part of the second phase of the study.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir964","usgsCitation":"Robertson, J., and Wilson, J., 1985, Design of the National Trends Network for monitoring the chemistry of atmospheric precipitation: U.S. Geological Survey Circular 964, viii, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir964.","productDescription":"viii, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123008,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1985/0964/report-thumb.jpg"},{"id":30524,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1985/0964/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667dbc","contributors":{"authors":[{"text":"Robertson, J.K.","contributorId":43737,"corporation":false,"usgs":true,"family":"Robertson","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":147062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, J.W.","contributorId":24331,"corporation":false,"usgs":true,"family":"Wilson","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":147061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","interactions":[{"subject":{"id":8645,"text":"ofr83222 - 1983 - Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas","indexId":"ofr83222","publicationYear":"1983","noYear":false,"title":"Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","indexId":"wsp2253","publicationYear":"1985","noYear":false,"title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas"},"id":1}],"lastModifiedDate":"2023-01-10T20:43:50.995415","indexId":"wsp2253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2253","title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","docAbstract":"A study was made, in cooperation with the Division of Water Resources, Kansas State Board of Agriculture, to determine geohydrologic conditions in an area comprising nearly 850,000 acres along the Arkansas River valley in Kearny and Finney Counties, southwestern Kansas. The Arkansas River meanders atop and interacts hydraulically with the area's multilayered, unconsolidated aquifer system. Declines in static water levels in wells in the heavily pumped lower aquifer ranged from 20 to 80 feet during 1974-80. The river is dry in much of the area. \r\n\r\nA digital computer model was calibrated to simulate the trends of historic water levels. Simulated 1974-80 conditions depicted an average annual recharge to the unconsolidated aquifer system of 66,900 acre-feet from precipitation and 36,200 acre-feet from river and canal seepage and boundary inflow. Simulated average annual discharge consisted of 634,800 acre-feet from pumpage and boundary outflow. Simulated average annual recharge to the unconsolidated aquifer system was 531,700 acre-feet less than average annual discharge, indicating the ground-water resource is currently (1982) being mined in the study area. \r\n\r\nSimulation also indicated that there would be sufficient saturated thickness in 2005 for irrigation if 1980 hydrologic conditions continued. Seepage losses from the Arkansas River and irrigation canals are a major source of recharge to the unconsolidated aquifer system. Therefore, the amount of flow in the Arkansas River would be important in determining the rate of future water-level declines in the study area. Streamflow seepage losses could be decreased by (1) decreasing the number of wells pumping in the study area in order to reduce downward leakage from the valley aquifer, or (2) increasing streamflow discharge in order to recharge the valley aquifer. The rate and direction of flow between the river and the valley aquifer depend on the hydraulic conductivity of the streambed and the hydraulic gradient between the river stage and the water table. As long as river stage remains high, the water table in the valley aquifer continues to rise. Seepage from the river to the valley aquifer decreases as the altitude difference between the river stage and the valley aquifer decreases, becoming insignificant when the water level in the valley aquifer nearly equals river stage. However, a rise in the water table in the valley aquifer because of recharge from the river will correspond to increased downward leakage to the lower aquifer, impeding recharge to the valley aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2253","usgsCitation":"Dunlap, L.E., Lindgren, R.J., and Sauer, C.G., 1985, Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas: U.S. Geological Survey Water Supply Paper 2253, viii, 52 p., https://doi.org/10.3133/wsp2253.","productDescription":"viii, 52 p.","costCenters":[],"links":[{"id":137016,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2253/report-thumb.jpg"},{"id":411665,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25532.htm","linkFileType":{"id":5,"text":"html"}},{"id":26271,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2253/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","county":"Finney County, Kearny County","otherGeospatial":"Arkansas River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -100.6667,\n              38.167\n            ],\n            [\n              -101.5,\n              38.167\n            ],\n            [\n              -101.5,\n              37.75\n            ],\n            [\n              -100.6667,\n              37.75\n            ],\n            [\n              -100.6667,\n              38.167\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d08","contributors":{"authors":[{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindgren, Richard J. lindgren@usgs.gov","contributorId":1667,"corporation":false,"usgs":true,"family":"Lindgren","given":"Richard","email":"lindgren@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":143507,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sauer, C. G.","contributorId":52548,"corporation":false,"usgs":true,"family":"Sauer","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":143509,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15963,"text":"ofr84470 - 1985 - Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base","interactions":[],"lastModifiedDate":"2022-09-12T21:23:29.88412","indexId":"ofr84470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-470","title":"Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base","docAbstract":"In 1981, the U.S. Geological Survey, in cooperation with the Ohio Department of Transportation and the Federal Highway Administration, began a 7-year flood-volume study of small rural basins in Ohio. This report summarizes the methods of study and describes reconnaissance and site-selection procedures, locations and characteristics of the stations, instrumentation, and methods of collecting and storing data.\r\n\r\nThe first phase of this study involved an intensive field reconnaissance of about 7,000 sites, of which 32 basins were selected for detailed analysis. Drainage areas for the basins varied from 0.13 to 6.45 square miles, and main-channel slopes ranged from 7.6 to 276 feet per mile.\r\n\r\nFive years of 5-minute rainfall-runoff data will be colledted for each study site. These data will be used to calibrate and verify a rainfall-runoff model for each basin. The calibrated model will be used in conjunction with 80 years of National Weather Service 5-minute precipitation data to synthesize a representative 80-year streamflow record at each site. A Log-Pearson Type III frequency distribution will be applied to each record to define the magnitudes and frequencies of flood volumes at each site. These data will be used to develop regionalized multiple regression models for estimating flood-volume magnitudes and frequencies at small rural ungaged sites in Ohio.\r\n\r\nThe report also summarizes rainfall-runoff data collected from July 1981 through September 1983, but does not interpret the data. An average of eleven event periods per site were monitored where maximum 5-minute rainfall intensities varied from 0.02 to .067 inches and maximum peak discharges varied from 1 to 1,130 cubic feet per second.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84470","usgsCitation":"Sherwood, J.M., 1985, Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base: U.S. Geological Survey Open-File Report 84-470, v, 138 p., https://doi.org/10.3133/ofr84470.","productDescription":"v, 138 p.","costCenters":[],"links":[{"id":44924,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0470/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406566,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":12404,"text":"ofr8598 - 1985 - Proceedings of the advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado","interactions":[{"subject":{"id":12404,"text":"ofr8598 - 1985 - Proceedings of the advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado","indexId":"ofr8598","publicationYear":"1985","noYear":false,"title":"Proceedings of the advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":4217,"text":"cir953 - 1987 - Proceedings of the Advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado","indexId":"cir953","publicationYear":"1987","noYear":false,"title":"Proceedings of the Advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado"},"id":1}],"supersededBy":{"id":4217,"text":"cir953 - 1987 - Proceedings of the Advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado","indexId":"cir953","publicationYear":"1987","noYear":false,"title":"Proceedings of the Advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado"},"lastModifiedDate":"2018-09-19T18:23:46","indexId":"ofr8598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-98","title":"Proceedings of the advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado","docAbstract":"On August 15-19, 1983, the U.S. Geological Survey 's Water Resources Division sponsored an advanced seminar on sedimentation at the National Training Center in Lakewood, Colorado. Topics discussed were modeling, mud, and debris flows, transport, sediment chemistry, channel morphology, instrumentation, and bed load. This circular presents summaries of 28 presentations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8598","usgsCitation":"1985, Proceedings of the advanced seminar on sedimentation, August 15-19, 1983, Denver, Colorado: U.S. Geological Survey Open-File Report 85-98, vii, 69 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr8598.","productDescription":"vii, 69 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":112959,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0098/report.pdf","size":"3316","linkFileType":{"id":1,"text":"pdf"}},{"id":144834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0098/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ee4b07f02db6548f8","contributors":{"editors":[{"text":"Glysson, George D. gglysson@usgs.gov","contributorId":3956,"corporation":false,"usgs":true,"family":"Glysson","given":"George","email":"gglysson@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":745679,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":12374,"text":"ofr85346 - 1985 - Water-resources activities of the U.S. Geological Survey in Texas; fiscal years 1982-84","interactions":[],"lastModifiedDate":"2016-08-12T13:45:36","indexId":"ofr85346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-346","title":"Water-resources activities of the U.S. Geological Survey in Texas; fiscal years 1982-84","docAbstract":"<p>The U.S. Geological Survey (USGS) was established by an act of Congress on March 3, 1879, to provide a permanent Federal agency to conduct the systematic and scientific classification of the public lands, and examination of the geological structure, mineral resources, and products of national domain. An integral part of that original mission includes publishing and disseminating the earth-science information needed to understand, to plan the use of, and to manage the Nation's energy, land, mineral, and water resources.</p>\n<p>Since 1879, the research and fact-finding role of the USGS has grown and been modified to meet the changing needs of the Nation it serves. As part of that evolution, the USGS has become the Federal Government's largest earth-science research agency, the Nation's largest civilian mapmaking agency, the primary source of data on the Nation's surface- and ground-water resources, and the employer of the largest number of professional earth scientists. Today's programs serve a diversity of needs and users. Programs include:</p>\n<ul>\n<li>Conducting detailed assessments of the energy and mineral potential of the Nation's land and offshore areas.</li>\n<li>Investigating and issuing warnings of earthquakes, volcanic eruptions, landslides, and other geologic and hydrologic hazards.</li>\n<li>Conducting research on the geologic structure of the Nation.</li>\n<li>Studying the geologic features, structure, processes, and history of the other planets of our solar system.</li>\n<li>Conducting topographic surveys of the Nation and preparing topographic and thematic maps and related cartographic products.</li>\n<li>Developing and producing digital cartographic data bases and products.</li>\n<li>Collecting data on a routine basis to determine the quantity, quality, and use of surface and ground water.</li>\n<li>Conducting water-resources appraisals in order to describe the consequences of alternative plans for developing land and water resources.</li>\n<li>Conducting research in hydraulics and hydrology and coordinating all Federal water-data acquisition.</li>\n<li>Using remotely sensed data to develop new cartographic, geologic, and hydrologic research techniques for natural resources planning and management.</li>\n<li>Providing earth-science information through an extensive publications program and a network of public access points.</li>\n</ul>\n<p>Along with its continuing commitment to meet the growing and changing earthscience information needs of the Nation, the USGS remains dedicated to its original mission to collect, analyze, interpret, publish, and disseminate information about the natural resources of the Nation providing \"earth science in the public service.\"</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85346","usgsCitation":"Grozier, R., and Land, L.F., 1985, Water-resources activities of the U.S. Geological Survey in Texas; fiscal years 1982-84: U.S. Geological Survey Open-File Report 85-346, iv, 60 p., https://doi.org/10.3133/ofr85346.","productDescription":"iv, 60 p.","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":145861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0346/report-thumb.jpg"},{"id":40611,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0346/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a1e","contributors":{"authors":[{"text":"Grozier, R.U.","contributorId":105704,"corporation":false,"usgs":true,"family":"Grozier","given":"R.U.","affiliations":[],"preferred":false,"id":166024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":166023,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12353,"text":"ofr85710 - 1985 - Vertical modal responses of Monticello Dam; results from an air-gun dynamic test; California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:32","indexId":"ofr85710","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-710","title":"Vertical modal responses of Monticello Dam; results from an air-gun dynamic test; California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85710","usgsCitation":"Liu, H., Fedock, J., Fletcher, J.B., and Sembera, E., 1985, Vertical modal responses of Monticello Dam; results from an air-gun dynamic test; California: U.S. Geological Survey Open-File Report 85-710, i, 36 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85710.","productDescription":"i, 36 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0710/report-thumb.jpg"},{"id":40591,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0710/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602093","contributors":{"authors":[{"text":"Liu, Hsi-Ping","contributorId":82705,"corporation":false,"usgs":true,"family":"Liu","given":"Hsi-Ping","email":"","affiliations":[],"preferred":false,"id":165986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fedock, J.J.","contributorId":94311,"corporation":false,"usgs":true,"family":"Fedock","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":165987,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fletcher, Joe B.","contributorId":8850,"corporation":false,"usgs":true,"family":"Fletcher","given":"Joe","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":165984,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sembera, E.D.","contributorId":67889,"corporation":false,"usgs":true,"family":"Sembera","given":"E.D.","email":"","affiliations":[],"preferred":false,"id":165985,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":13700,"text":"ofr85296 - 1985 - Tabulation of modal and chemical analyses for Silver Plume Quartz Monzonite (Silver Plume Granite), Berthoud Plutonic Suite, Front Range, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:57","indexId":"ofr85296","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-296","title":"Tabulation of modal and chemical analyses for Silver Plume Quartz Monzonite (Silver Plume Granite), Berthoud Plutonic Suite, Front Range, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85296","usgsCitation":"Gable, D.J., 1985, Tabulation of modal and chemical analyses for Silver Plume Quartz Monzonite (Silver Plume Granite), Berthoud Plutonic Suite, Front Range, Colorado: U.S. Geological Survey Open-File Report 85-296, 11 p. :map ;28 cm., https://doi.org/10.3133/ofr85296.","productDescription":"11 p. :map ;28 cm.","costCenters":[],"links":[{"id":146821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0296/report-thumb.jpg"},{"id":42255,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0296/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42256,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0296/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0296/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68745e","contributors":{"authors":[{"text":"Gable, D. J.","contributorId":36569,"corporation":false,"usgs":true,"family":"Gable","given":"D.","middleInitial":"J.","affiliations":[],"preferred":false,"id":168257,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","interactions":[{"subject":{"id":9419,"text":"ofr801023 - 1980 - Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico","indexId":"ofr801023","publicationYear":"1980","noYear":false,"title":"Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","indexId":"wsp2205","publicationYear":"1985","noYear":false,"title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2205","title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","docAbstract":"A three-dimensional digital model of ground-water flow was constructed to represent the dipping anisotropic beds of the Tesuque aquifer system underlying the Pojoaque River basin and vicinity, New Mexico. Simulations of steady-state conditions and historical ground-water withdrawals were consistent with observed data. The model was used to simulate the response of the aquifer system to an irrigation-development plan in the Pojoaque River basin. Storage is the main source of water; 34.05 cubic feet per second (86 percent of the withdrawal rate) was simulated to be withdrawn from storage after 50 years of withdrawals for irrigation development. The maximum simulated water-level decline was 334 feet, and the net simulated streamflow capture from the Rio Grande and the Santa Cruz, Pojoaque, and Santa Fe Rivers was 5.63 cubic feet per second (14 percent of the withdrawal rate). The sensitivity of the model was tested by varying aquifer characteristics to the limits of the plausible range. Change in hydraulic head in the Pojoaque River basin is most sensitive to hydraulic conductivity. In all simulations, after 50 years of withdrawals, the maximum simulated decline in hydraulic head ranged between 210 and 474 feet, storage in the aquifer system was the source of 80 to 90 percent of the water withdrawn from wells, and streamflow capture from the Rio Grande and its tributaries plus irrigation diversions from the tributaries of the Pojoaque River simulated a decrease in the flow of the Rio Grande of between 17.13 and 21.11 cubic feet per second.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2205","usgsCitation":"Hearne, G.A., 1985, Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico: U.S. Geological Survey Water Supply Paper 2205, vii, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2205.","productDescription":"vii, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2205/report-thumb.jpg"},{"id":27013,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffd1","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144204,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7261,"text":"ofr855 - 1985 - Interpretation of geochemical data from panned concentrates of wadi sediments using R-mode factor analysis, Jabal Habashi Quadrangle, sheet 26F, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-16T20:04:39","indexId":"ofr855","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-5","title":"Interpretation of geochemical data from panned concentrates of wadi sediments using R-mode factor analysis, Jabal Habashi Quadrangle, sheet 26F, Kingdom of Saudi Arabia","docAbstract":"<p>Panned-concentrate samples from wadi sediments were collected over terranes of Precambrian age intrusive, volcanic, sedimentary, and metamorphic rocks, within the Jabal Habashi quadrangle, sheet 26F, Kingdom of Saudi Arabia. Multivariate analysis of the chemical data indicates that a significant base-metal association occurs in three areas within the quadrangle. An association of strontium, barium, and calcium possibly indicates areas of hydrothermal alteration. Three other associations that were found define the major rock lithologies: niobium-yttrium-lanthanum outlines granitic terranes; magnesium-nickel indicates mafic rocks; and cobalt-vanadium-chromium have an indefinite relation with units mapped as graywacke in the central part of the quadrangle.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr855","usgsCitation":"Allen, M.S., Tidball, R., Samater, R., and Selner, G., 1985, Interpretation of geochemical data from panned concentrates of wadi sediments using R-mode factor analysis, Jabal Habashi Quadrangle, sheet 26F, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 85-5, Report: iii, 55 p., ill., maps, https://doi.org/10.3133/ofr855.","productDescription":"Report: iii, 55 p., ill., maps","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":34640,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140030,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0005/report-thumb.jpg"}],"country":"Saudi Arabia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              42,\n              26\n            ],\n            [\n              42,\n              27\n            ],\n            [\n              43.5,\n              27\n            ],\n            [\n              43.5,\n              26\n            ],\n            [\n              42,\n              26\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dae4b07f02db5e04e7","contributors":{"authors":[{"text":"Allen, M. S.","contributorId":63001,"corporation":false,"usgs":true,"family":"Allen","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":154939,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tidball, R.R.","contributorId":91481,"corporation":false,"usgs":true,"family":"Tidball","given":"R.R.","affiliations":[],"preferred":false,"id":154941,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Samater, R.M.","contributorId":82694,"corporation":false,"usgs":true,"family":"Samater","given":"R.M.","affiliations":[],"preferred":false,"id":154940,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Selner, G.I.","contributorId":13229,"corporation":false,"usgs":true,"family":"Selner","given":"G.I.","affiliations":[],"preferred":false,"id":154938,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":1899,"text":"wsp2258 - 1985 - Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico","interactions":[{"subject":{"id":19423,"text":"ofr83774 - 1983 - Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico","indexId":"ofr83774","publicationYear":"1983","noYear":false,"title":"Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1899,"text":"wsp2258 - 1985 - Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico","indexId":"wsp2258","publicationYear":"1985","noYear":false,"title":"Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico"},"id":1}],"lastModifiedDate":"2023-01-06T21:50:17.069165","indexId":"wsp2258","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2258","title":"Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico","docAbstract":"The Papago Farms-Great Plain and upper Rio Sonoyta study area includes about 490 square miles in south-central Arizona and north-central Sonora, Mexico. The area is characterized by a broad, deep, sediment-filled basin bounded by low, jagged fault-block mountains. The climate is arid to semiarid. The climate and abundant ground water provide favorable conditions for irrigated agriculture. Annual precipitation averages 5 to 8 inches per year on the desert floor. Runoff, which occurs as intermittent streamflow and sheetflow, is too short lived and too laden with suspended sediment to be a reliable source for irrigation or public supply. \r\n\r\nNearly all the water used to irrigate more than 5,000 cultivated acres in the study area is withdrawn from the unconsolidated to partly consolidated basin fill. The ground water occurs in the deposits under unconfined (water-table) conditions with a saturated thickness that ranges from zero along the mountain fronts to more than 8,000 feet in the center of the basin. The amount of recoverable ground water in storage to a depth of 400 feet below the 1978-80 water table is estimated to be about 10 million acre-feet. Depths to water range from about 500 feet near the southern boundary of the study area to about 150 feet in the center of the study area. Ground water enters the area principally as underflow beneath the San Simon and Chukut Kuk Washes and as recharge along the mountain fronts. On the basis of model results, annual inflow to the ground-water system is estimated to be about 4,390 acre-feet. Ground water moves through the study area along paths that encircle a virtually impermeable unit in the basin center, termed 'the lakebed-clay deposits,' and moves westward to an outflow point beneath the Rio Sonoyta south of Cerro La Nariz. Rates of water movement range from less than I foot per year in clays to about 160 feet per year in well-sorted, coarse stream-channel deposits. Transmissivities along the basin margins range from 10,000 to 40,000 feet squared per day, whereas transmissivities in the basin-center lakebed-clay deposits are estimated to be less than 100 feet squared per day. Most Wells that are located along the basin margin and tap more than 300 feet of saturated basin fill in the upper1,000 feet of the aquifer should yield from 500 to 3,000 gallons per minute to properly constructed and developed wells. Specific capacities should range from 10 to 50 gallons per minute per foot of drawdown. \r\n\r\nThe water in the aquifer is moderate to poor in chemical quality for irrigation and public-supply use. The ground water is mainly a sodium bicarbonate type with dissolved-solids concentrations that range from about 250 to 5,000 milligrams per liter and average about 530 milligrams per liter. The poorest quality water is associated with the basin-center lakebed-clay deposits. In most of the basin, the water contains fluoride concentrations that exceed the maximum contaminant levels acceptable for drinking water. Waters from the basin-center lakebed-clay deposits are also anomalously high in dissolved arsenic and unacceptable for public supply. High concentrations of sodium and bicarbonate in the ground water of the study area present potential hazards to most crops, and the use of this type of water requires careful farm-management practices. \r\n\r\nIn 1981 outflow resulting from withdrawals of water from the aquifer was about 23,2'00 acre-feet. Storage is being depleted at a rate of about 19,000 acre-feet per year. On the basis of a mathematical simulation of the groundwater system and withdrawal rates in 1981, storage depletion and drawdown of the water table were projected to 1991. Water-level declines in 199t were estimated to be as much as 20 feet at Papago Farms and more than 40 feet in the area south of the basin-center lakebed-clay deposits. The estimated amount of depletion in 1991 of ground water stored in the upper 400 feet of the aquifer is less than 3.0 percent of the total amou","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2258","usgsCitation":"Hollett, K.J., 1985, Geohydrology and water resources of the Papago Farms-Great Plain area, Papago Indian Reservation, Arizona, and the upper Rio Sonoyta area, Sonora, Mexico: U.S. Geological Survey Water Supply Paper 2258, v, 44 p., https://doi.org/10.3133/wsp2258.","productDescription":"v, 44 p.","costCenters":[],"links":[{"id":411525,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25496.htm","linkFileType":{"id":5,"text":"html"}},{"id":138423,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2258/report-thumb.jpg"},{"id":27196,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2258/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Mexico, United States","state":"Arizona, Sonora","otherGeospatial":"Papago Farms-Great Plain area, Papago Indian Reservation, upper Rio Sonoyta area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -112.083,\n              31.908\n            ],\n            [\n              -112.566,\n              31.908\n            ],\n            [\n              -112.566,\n              31.375\n            ],\n            [\n              -112.083,\n              31.375\n            ],\n            [\n              -112.083,\n              31.908\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b1c","contributors":{"authors":[{"text":"Hollett, Kenneth J.","contributorId":40580,"corporation":false,"usgs":true,"family":"Hollett","given":"Kenneth","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":144334,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","interactions":[{"subject":{"id":19845,"text":"ofr8467 - 1984 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"ofr8467","publicationYear":"1984","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"wsp2259","publicationYear":"1985","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"id":1}],"lastModifiedDate":"2017-08-31T17:07:40","indexId":"wsp2259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2259","title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","docAbstract":"<p>The ground-water system was studied in the Trail Mountain area in order to provide hydrologic information needed to assess the hydrologic effects of underground coal mining. Well testing and spring data indicate that water occurs in several aquifers. The coal-bearing Blackhawk-Star Point aquifer is regional in nature and is the source of most water in underground mines in the region. One or more perched aquifers overlie the Blackhawk-Star Point aquifer in most areas of Trail Mountain.</p><p>Aquifer tests indicate that the transmissivity of the Blackhawk-Star Point aquifer, which consists mainly of sandstone, siltstone, and shale, ranges from about 20 to 200 feet squared per day in most areas of Trail Mountain. The specific yield of the aquifer was estimated at 0.05, and the storage coefficient is about IxlO\"6 per foot of aquifer where confined.</p><p>The main sources of recharge to the multiaquifer system are snowmelt and rain, and water is discharged mainly by springs and by leakage along streams. Springs that issue from perched aquifers are sources of water for livestock and wildlife on Trail Mountain.</p><p>Water in all aquifers is suitable for most uses. Dissolved solids concentrations range from about 250 to 700 milligrams per liter, and the predominant dissolved constituents generally are calcium, magnesium, and bicarbonate.</p><p> Future underground coal mines will require dewatering when they penetrate the Blackhawk-Star Point aquifer. A finitedifference, three-dimensional computer model was used to estimate the inflow of water to various lengths and widths of a hypothetical dewatered mine and to estimate drawdowns of potentiometric surfaces in the partly dewatered aquifer. The estimates were made for a range of aquifer properties and premining hydraulic gradients that were similar to those on Trail Mountain. The computer simulations indicate that mine inflows could be several hundred gallons per minute and that potentiometric surfaces of the partly dewatered aquifer could be drawn down by several hundred feet during a reasonable life span of a mine. Because the Blackhawk-Star Point aquifer is separated from overlying perched aquifers by an unsaturated zone, mine dewatering alone would not affect perched aquifers. Mine dewatering would not significantly change water quality in the Blackhawk-Star Point aquifer. </p><p>Subsidence will occur above future underground mines, but the effects on the ground-water system cannot be quantified. Subsidence fractures possibly could extend from the roof of a mine into a perched aquifer several hundred feet above. Such fractures would increase down ward percolation of water through the perching bed, and spring discharge from the perched aquifer could decrease. Flow through subsidence fractures also could increase recharge to the Blackhawk-Star Point aquifer and increase inflows to underground mines.  </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2259","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1985, The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah: U.S. Geological Survey Water Supply Paper 2259, v, 32 p., https://doi.org/10.3133/wsp2259.","productDescription":"v, 32 p.","numberOfPages":"38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":27728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2259/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Trail Mountain","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612291","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144711,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11627,"text":"ofr85287 - 1985 - Linear Q model calculations","interactions":[],"lastModifiedDate":"2017-03-16T10:26:54","indexId":"ofr85287","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-287","title":"Linear Q model calculations","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85287","usgsCitation":"Wennerberg, L., 1985, Linear Q model calculations: U.S. Geological Survey Open-File Report 85-287, 15 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85287.","productDescription":"15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":145153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0287/report-thumb.jpg"},{"id":39488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0287/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a5046","contributors":{"authors":[{"text":"Wennerberg, Leif","contributorId":96008,"corporation":false,"usgs":true,"family":"Wennerberg","given":"Leif","affiliations":[],"preferred":false,"id":163469,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25598,"text":"wri854166 - 1985 - Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana","interactions":[],"lastModifiedDate":"2016-06-01T10:15:07","indexId":"wri854166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4166","title":"Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana","docAbstract":"<p>Agricultural irrigation in northern Indiana has increased rapidly since 1975 and might double by the year 2000. A 16.5 square-mile area in north-central Indiana was studied to determine possible effects of increased irrigation on local water supply. In 1982, an average of 2 inches of water was used to irrigate 975 acres of sandy soil overlying highly transmissive outwash deposits. Irrigational pumpage was 75 percent of the summer water use but was less than potential irrigational pumpage because (1) only one-third of the suitable land was irrigated, and (2) precipitation was near normal for the year.</p>\n<p>A three-dimensional digital flow model, calibrated with data collected in 1982, was used to simulate four hypothetical pumping plans representing various irrigational schemes and possible rainfall conditions: (1) 1982 acreage irrigated and 1982 (above normal) precipitation; (2) 1982 acreage irrigated and below-normal precipitation; (3) maximum acreage irrigated and normal precipitation; and (4) maximum acreage irrigated and below-normal precipitation. A fifth pumping plan was used to simulate maximum year-round water use. Plan 5 was not designed to simulate irrigational development but rather a maximum rate of withdrawal sustainable year-round until steady-state is reached.</p>\n<p>Of the four pumping plans that simulated irrigational pumpage, plan 4 had the greatest effect on ground- and surface-water supply. Compared with 1982 pumpage, this plan represented a thirteenfold increase in the volume of water pumped for irrigation from wells and from Turkey Creek, a stream bordering the area of study. The model predicted a potentiometric decline of as much as 20.7 feet over an 8-acre area of the aquifer. This decline was one-fourth of the available drawdown and would not dewater the source aquifer. Streamflow in Turkey Creek would be reduced 39 percent by simulated ground-water and surface-water pumpage but remaining flow would still be twice the 7-day, 10-year low flow. However, the model predicted that flow in two smaller streams would be reduced to zero.</p>\n<p>The rate of pumping used in plan 5 was nearly 4 times the pumping rate in 1982. Potentiometric decline for plan 5 was as much as 40 percent of available drawdown, and predicted streamflow reduction would cause flow in Turkey Creek to decrease below the 7-day, 10-year low flow.</p>\n<p>Results of plans 1, 2, 3, and 4 indicate that the outwash system provides adequate water for current (1982) needs and substantial growth for irrigation. However, maximum irrigational development might cause temporary, local competition for water in several parts of the area. Plan 5 indicates .that water use could increase substantially before effects of pumping would prevail year-round.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri854166","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Lindgren, H., Peters, J.G., Cohen, D., and Crompton, E., 1985, Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana: U.S. Geological Survey Water-Resources Investigations Report 85-4166, vi, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854166.","productDescription":"vi, 75 p. :ill., maps ;28 cm.","startPage":"1","endPage":"75","numberOfPages":"81","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":54342,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4166/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Elkhart, Kosciusko","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.7874,41.7615],[-85.7591,41.7613],[-85.6606,41.7608],[-85.6589,41.699],[-85.6575,41.6122],[-85.6554,41.5251],[-85.6542,41.4733],[-85.6552,41.4384],[-85.6538,41.3521],[-85.6527,41.2949],[-85.6518,41.2668],[-85.6522,41.1787],[-85.6876,41.179],[-85.6856,41.0896],[-85.6849,41.0465],[-85.9457,41.0424],[-86.017,41.0414],[-86.0179,41.0863],[-86.0758,41.0851],[-86.0777,41.1736],[-86.0539,41.1735],[-86.0574,41.3033],[-86.059,41.4336],[-86.059,41.4367],[-86.0594,41.4644],[-86.0593,41.474],[-86.0593,41.479],[-86.0592,41.4935],[-86.0598,41.4999],[-86.0624,41.7619],[-85.932,41.7623],[-85.7874,41.7615]]]},\"properties\":{\"name\":\"Elkhart\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607040","contributors":{"authors":[{"text":"Lindgren, H.A.","contributorId":85627,"corporation":false,"usgs":true,"family":"Lindgren","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":194358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, J. G.","contributorId":56216,"corporation":false,"usgs":true,"family":"Peters","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":194356,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cohen, D.A.","contributorId":17628,"corporation":false,"usgs":true,"family":"Cohen","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":194355,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Crompton, E. J.","contributorId":70412,"corporation":false,"usgs":true,"family":"Crompton","given":"E. J.","affiliations":[],"preferred":false,"id":194357,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":6492,"text":"pp1346 - 1985 - Stratigraphy and characteristic mollusks of the Pamunkey Group (Lower Tertiary) and the Old Church Formation of the Chesapeake Group— Virginia coastal plain","interactions":[],"lastModifiedDate":"2021-09-29T20:36:38.163122","indexId":"pp1346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1346","title":"Stratigraphy and characteristic mollusks of the Pamunkey Group (Lower Tertiary) and the Old Church Formation of the Chesapeake Group— Virginia coastal plain","docAbstract":"Along the Pamunkey River and its tributaries can be found a very complete, well-preserved, Tertiary stratigraphic record that reflects the sea-level changes as well as the local tectonic history of the central Virginia Coastal Plain. Using this record, I have described the lower Tertiary units and proposed a sequential model for their occurrence. Sediments examined in this study range in age from early Paleocene to latest Oligocene or earliest Miocene. Upper Tertiary units are described where they occur in the same sections with the lower Tertiary beds. The Brightseat Formation (lower Paleocene), Aquia Formation (upper Paleocene), Marlboro Clay (upper Paleocene), Nanjemoy Formation (lower Eocene), Piney Point Formation (middle Eocene) and Old Church Formation (new unit, upper Oligocene and lower Miocene) were studied. The definitions of the Piscataway and Paspotansa Members of the Aquia are amended, and a lectostratotype (principal reference section) is designated for those units as well as the Aquia on the Potomac River just below the mouth of Aquia Creek. A lectostratotype section is also designated for the Nanjemoy and its two members, the Potapaco and the Woodstock. That section is on the Potomac above Popes Creek. Beds assigned to the Piney Point and Old Church Formations, previously known only in the subsurface, crop out extensively on the Pamunkey River. A hypostratotype (reference section) is selected for the Piney Point Formation on the Pamunkey River at Horseshoe. The Old Church Formation (named herein) is included in the Chesapeake Group. Areal extent of the stratigraphic units was determined by correlation of outcropping beds on the Pamunkey, Patuxent, Potomac, Rappahannock, Mattaponi, Chickahominy, and James Rivers supplemented by well data. Comparisons of the onlap histories of the Salisbury, Albemarle, and Charleston Embayments indicate a number of simultaneous transgressive events implying global sea-level rises. More restricted transgressions appear to be the result of local downwarping.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1346","usgsCitation":"Ward, L.W., 1985, Stratigraphy and characteristic mollusks of the Pamunkey Group (Lower Tertiary) and the Old Church Formation of the Chesapeake Group— Virginia coastal plain: U.S. Geological Survey Professional Paper 1346, iv, 78 p., https://doi.org/10.3133/pp1346.","productDescription":"iv, 78 p.","costCenters":[],"links":[{"id":389992,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74276.htm"},{"id":33942,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1346/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":125137,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1346/report-thumb.jpg"}],"country":"United States","state":"Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.618408203125,\n              36.9806150652861\n            ],\n            [\n              -76.3934326171875,\n              36.9806150652861\n            ],\n            [\n              -76.3934326171875,\n              38.591113776147445\n            ],\n            [\n              -77.618408203125,\n              38.591113776147445\n            ],\n            [\n              -77.618408203125,\n              36.9806150652861\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab779","contributors":{"authors":[{"text":"Ward, Lauck W.","contributorId":44145,"corporation":false,"usgs":true,"family":"Ward","given":"Lauck","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":152817,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12097,"text":"ofr85683 - 1985 - Ground-water quality data from the northern Mississippi embayment; Arkansas, Missouri, Kentucky, Tennessee, and Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr85683","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-683","title":"Ground-water quality data from the northern Mississippi embayment; Arkansas, Missouri, Kentucky, Tennessee, and Mississippi","docAbstract":"Groundwater quality data were collected from 42 selected wells in the McNairy-Nacatoch-Ripley and the lower Wilcox aquifers of the northern Mississippi embayment. The study is part of the Gulf Coast Regional Aquifer System Analysis (GC RASA) study; the data will be used for geochemical modeling of mineral saturation and mass transfer in the McNairy-Nacatoch-Ripley aquifer. The report contains two figures showing the location of sampling sites for each of the two aquifers, six tables of data which contain (1) well descriptions and (2) concentrations of major constituents, trace constituents, dissolved gases, stable and unstable isotopes of low mass (C, H, O, and S), and unstable isotopes of high mass (Rn, Ra, and U), and a brief documentation of the methods used for sample collection and analysis. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85683","usgsCitation":"Brahana, J., Mesko, T.O., Busby, J., and Kraemer, T.F., 1985, Ground-water quality data from the northern Mississippi embayment; Arkansas, Missouri, Kentucky, Tennessee, and Mississippi: U.S. Geological Survey Open-File Report 85-683, iii, 15 p. :maps ;28 cm., https://doi.org/10.3133/ofr85683.","productDescription":"iii, 15 p. :maps ;28 cm.","costCenters":[],"links":[{"id":977,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr85-683","linkFileType":{"id":5,"text":"html"}},{"id":144759,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d939","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":165054,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":165056,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Busby, J.F.","contributorId":105300,"corporation":false,"usgs":true,"family":"Busby","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":165057,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kraemer, T. F.","contributorId":63400,"corporation":false,"usgs":true,"family":"Kraemer","given":"T.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":165055,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":13162,"text":"ofr85180 - 1985 - Regression modeling of ground-water flow","interactions":[{"subject":{"id":13162,"text":"ofr85180 - 1985 - Regression modeling of ground-water flow","indexId":"ofr85180","publicationYear":"1985","noYear":false,"title":"Regression modeling of ground-water flow"},"predicate":"SUPERSEDED_BY","object":{"id":4675,"text":"twri03B4 - 1990 - Regression modeling of ground-water flow","indexId":"twri03B4","publicationYear":"1990","noYear":false,"title":"Regression modeling of ground-water flow"},"id":1}],"supersededBy":{"id":4675,"text":"twri03B4 - 1990 - Regression modeling of ground-water flow","indexId":"twri03B4","publicationYear":"1990","noYear":false,"title":"Regression modeling of ground-water flow"},"lastModifiedDate":"2020-12-23T17:14:36.239855","indexId":"ofr85180","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-180","title":"Regression modeling of ground-water flow","docAbstract":"Nonlinear multiple regression methods are developed to model and analyze groundwater flow systems. Complete descriptions of regression methodology as applied to groundwater flow models allow scientists and engineers engaged in flow modeling to apply the methods to a wide range of problems. Organization of the text proceeds from an introduction that discusses the general topic of groundwater flow modeling, to a review of basic statistics necessary to properly apply regression techniques, and then to the main topic: exposition and use of linear and nonlinear regression to model groundwater flow. Statistical procedures are given to analyze and use the regression models. A number of exercises and answers are included to exercise the student on nearly all the methods that are presented for modeling and statistical analysis. Three computer programs implement the more complex methods. These three are a general two-dimensional, steady-state regression model for flow in an anisotropic, heterogeneous porous medium, a program to calculate a measure of model nonlinearity with respect to the regression parameters, and a program to analyze model errors in computed dependent variables such as hydraulic head. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr85180","usgsCitation":"Cooley, R., and Naff, R., 1985, Regression modeling of ground-water flow: U.S. Geological Survey Open-File Report 85-180, xvii, 450 p., https://doi.org/10.3133/ofr85180.","productDescription":"xvii, 450 p.","costCenters":[],"links":[{"id":381615,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0180/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0180/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3d1","contributors":{"authors":[{"text":"Cooley, R.L.","contributorId":9272,"corporation":false,"usgs":true,"family":"Cooley","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":167334,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Naff, R.L.","contributorId":86349,"corporation":false,"usgs":true,"family":"Naff","given":"R.L.","affiliations":[],"preferred":false,"id":167335,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","interactions":[{"subject":{"id":10315,"text":"ofr83536 - 1983 - Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","indexId":"ofr83536","publicationYear":"1983","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital analysis of recoverability"},"predicate":"SUPERSEDED_BY","object":{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","indexId":"wsp2261","publicationYear":"1985","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2261","title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","docAbstract":"As part of a study of the feasibility of recovering freshwater injected and stored underground in south Florida, a digital solute-transport model was used to investigate the relation of recovery efficiency to the variety of hydrogeologic conditions that could prevail in brackish artesian aquifers and to a variety of management alternatives. The analyses employed a modeling approach in which the control for sensitivity testing was a hypothetical aquifer considered representative of permeable zones in south Florida that might be used for storage of freshwater. Parameter variations in the tests represented possible variations in aquifer conditions in the area. The applicability of the analyses to south Florida limestone aquifers required the assumption that flow nonuniformities in those aquifers are small on the scale of volumes of water likely to be injected, and that their effect could be represented as hydrodynamic dispersion. \r\n\r\nGenerally, it was shown that a loss of recovery efficiency is caused by (1) processes causing mixing of injected freshwater with native saline water (hydrodynamic dispersion), (2) processes causing the more or less irreversible displacement of the injected freshwater with respect to the well (buoyancy stratification, background hydraulic gradients, and interlayer dispersion), or (3) processes causing injection and withdrawal flow patterns to be dissimilar (directionally biased well-bore plugging, and dissimilar injection and withdrawal schedules in multiple-well systems). Other results indicated that recovery efficiency improves considerably with successive cycles, providing that each recovery phase ends when the chloride concentration of withdrawn water exceeds established criteria for potability (usually 250 milligrams per liter), and that freshwater injected into highly permeable or highly saline aquifers (such as the 'boulder zone') would buoy rapidly. \r\n\r\nMany hydrologic conditions were posed for model analysis. To have obtained comparable results with operational testing would have been more costly by orders of magnitude. The tradeoff is that the validity of results obtained from computer modeling is somewhat less certain. In particular, results must be qualified with observations that (1) the complex set of processes lumped as hydrodynamic dispersion is represented with a somewhat simplified mathematical approximation, and (2) other flow processes in limestone injection zones are as yet incompletely understood. Despite such reservations, the study is considered a practical example of the use of transport models in ground-water investigations.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2261","usgsCitation":"Merritt, M.L., 1985, Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability: U.S. Geological Survey Water Supply Paper 2261, v, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2261.","productDescription":"v, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":137699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2261/report-thumb.jpg"},{"id":28125,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2261/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699aca","contributors":{"authors":[{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","interactions":[{"subject":{"id":48536,"text":"ofr801022 - 1980 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"ofr801022","publicationYear":"1980","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"wsp2206","publicationYear":"1985","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2206","title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","docAbstract":"An aquifer test was designed and conducted in the anisotropic dipping beds of the Tesuque Formation on the Tesuque Pueblo Grant, New Mexico. The three-dimensional digital model used to analyze the test approximated the response to the test. The analysis of the geohydrology of the test site in combination with the model calibration has provided estimates of average aquifer characteristics for the group of beds penetrated at the test site; the hydraulic conductivity parallel to the beds is about 2 feet per day, the hydraulic conductivity normal to the beds is about 0.0001 foot per day or lower, the specific yield is about 0.15, and the specific storage is about 2 x 10 -6 per foot.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2206","usgsCitation":"Hearne, G.A., 1985, Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico: U.S. Geological Survey Water Supply Paper 2206, iv, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2206.","productDescription":"iv, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2206/report-thumb.jpg"},{"id":27014,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db64859a","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144205,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12106,"text":"ofr85407 - 1985 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1982","interactions":[],"lastModifiedDate":"2017-06-14T11:19:27","indexId":"ofr85407","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-407","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1982","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volumes.</li>\n<li>To determine the effect of urban development on flood peaks and volumes.</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the nineteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydrologic data collected in the Houston urban area for the 1982 water year (October 1, 1981 to September 30, 1982).</p>\n<p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to study the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters. A report by Waddell, Massey, and Jennings (1979) presents data on runoff from the Houston area and computed concentrations and loads of selected water-quality constituents discharged to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Li scum and Massey (1980) presents a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p>\n<p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, water year 1982, volume 2.\"</p>\n<p>To facilitate the publication and distribution of this report some material has been included that does not conform to the formal publications standards of the U.S. Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85407","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Bruchmiller, J., Hutchinson, J., and Paul, E., 1985, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1982: U.S. Geological Survey Open-File Report 85-407, 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Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":165096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bruchmiller, J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":165097,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hutchinson, J.S.","contributorId":14827,"corporation":false,"usgs":true,"family":"Hutchinson","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":165094,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Paul, E.M.","contributorId":65089,"corporation":false,"usgs":true,"family":"Paul","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":165095,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":15513,"text":"ofr85271 - 1985 - A critical overview of and proposed working model for hydrocarbon microseepage","interactions":[],"lastModifiedDate":"2012-02-02T00:07:08","indexId":"ofr85271","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-271","title":"A critical overview of and proposed working model for hydrocarbon microseepage","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85271","usgsCitation":"Price, L., 1985, A critical overview of and proposed working model for hydrocarbon microseepage: U.S. Geological Survey Open-File Report 85-271, ii, 86 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85271.","productDescription":"ii, 86 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0271/report-thumb.jpg"},{"id":44479,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0271/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af617","contributors":{"authors":[{"text":"Price, L.C.","contributorId":48575,"corporation":false,"usgs":true,"family":"Price","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":171244,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2522,"text":"wsp2274 - 1985 - Relation between ground-water quality and mineralogy in the coal-producing Norton Formation of Buchanan County, Virginia","interactions":[],"lastModifiedDate":"2022-02-22T22:19:03.367618","indexId":"wsp2274","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2274","title":"Relation between ground-water quality and mineralogy in the coal-producing Norton Formation of Buchanan County, Virginia","docAbstract":"The geochemical processes controlling ground-water chemistry in the coal-producing strata of southwestern Virginia include hydrolysis of silicates, dissolution of carbonates, oxidation of pyrite, cation exchange, and precipitation of secondary minerals, kaolinite and goethite. \r\n\r\nCore material from the Norton Formation of the Pennsylvania Period is composed of slightly more than one-half sandstone; siltstone and minor amounts of shale, clay, and coal account for the majority of the remainder. Petrographic analyses and x-ray diffraction studies indicate that the sandstone is about 75 percent quartz, 15 percent plagioclase feldspar, 2 percent potassium feldspar, 2 percent muscovite, 4 percent chlorite, and 1 percent siderite. Calcite is present in small amounts and in a few strata as clasts or cement. No limestone strata were identified. The siltstone is about 50 percent quartz, 10 percent plagioclase feldspar, 10 percent mica, 20 percent chlorite, and from 0 to 25 percent siderite. Pyrite is associated with some siltstone and, where present, generally accounts for less than 1 percent. Total sulfur generally constitutes less than 0.1 percent of core samples but about 4 percent in the more pyrite-rich layers. \r\n\r\nThree reaction models are used to account for the observed water chemistry. The models derive sulfate from pyrite, iron from pyrite and siderite, calcium from plagioclase and calcite, sodium from plagioclase and cation exchange, magnesium from chlorite, and carbon from carbon dioxide, calcite, and siderite. Kaolinite, chalcedony, and goethite are formed authigenically. Carbon-13 data define the relative contributions of carbon sources to models. \r\n\r\nComparison of adjacent unmined and mined basins indicates that surface mining significantly increases the weathering reaction of pyrite in contrast to weathering reactions of other minerals. However, in the area studied, reactive pyrite does not appear to be present in sufficient quantities in strata associated with mined coal seams to cause acid mine drainage.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2274","usgsCitation":"Powell, J.D., and Larson, J.D., 1985, Relation between ground-water quality and mineralogy in the coal-producing Norton Formation of Buchanan County, Virginia: U.S. Geological Survey Water Supply Paper 2274, iv, 30 p., https://doi.org/10.3133/wsp2274.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":396293,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25416.htm"},{"id":28725,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2274/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2274/report-thumb.jpg"}],"country":"United States","state":"Virginia","county":"Buchanan County","otherGeospatial":"Norton Formation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.0830,\n              37.0500\n            ],\n            [\n              -82.033,\n              37.0500\n            ],\n            [\n              -82.033,\n              37.087\n            ],\n            [\n              -82.0830,\n              37.087\n            ],\n            [\n              -82.0830,\n              37.0500\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c32f","contributors":{"authors":[{"text":"Powell, John D.","contributorId":6045,"corporation":false,"usgs":true,"family":"Powell","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":145339,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Larson, Jerry D.","contributorId":90703,"corporation":false,"usgs":true,"family":"Larson","given":"Jerry","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":145340,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5815,"text":"pp1324 - 1985 - Tectonic implications of the Indian Run Formation— A newly recognized sedimentary mélange in the northern Virginia Piedmont","interactions":[],"lastModifiedDate":"2021-11-04T20:50:03.680404","indexId":"pp1324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1324","title":"Tectonic implications of the Indian Run Formation— A newly recognized sedimentary mélange in the northern Virginia Piedmont","docAbstract":"Sedimentary melange in the northeastern part of Fairfax County, Virginia, contains both mesoscopic and mappable fragments of Accotink Schist, Lake Barcroft Metasandstone, metagabbro, and ultramafic rocks as well as smaller fragments of other rock types. This melange was originally mapped as the Sykesville Formation, a major precursory sedimentary melange in northern Virginia and Maryland. The fragments of Accotink Schist and Lake Barcroft Metasandstone within the Sykesville were considered to be rip-ups of these units over which the Sykesville slid when finally emplaced. More recent study has shown that fragments of Accotink and Lake Barcroft are restricted to a certain area of sedimentary melange originally defined as Sykesville, and this part of the melange is now considered to be a separate mappable unit, here named the Indian Run Formation. The Indian Run underlies the sequence Accotink Schist and Lake Barcroft Metasandstone which is here formally named the Annandale Group. The Indian Run is intruded by the Occoquan Granite of Cambrian age, so it is of Cambrian or Late Proterozoic age. \r\n\r\nThe Sykesville Formation (restricted) is a much more extensive unit than the Indian Run Formation and is characterized by its contained olistoliths of the Peters Creek Schist, the unit that tectonically overlies it. The Sykesville and Peters Creek constitute a precursory melange-allochthon pair which is here termed a 'tectonic motif.' The Indian Run-Annandale pair then forms a tectonically lower motif, and the overlying pair, the Yorkshire Formation-Piney Branch Complex, forms a tectonically higher motif. The Chopawamsic Formation and underlying sedimentary melange in the area south of Fairfax County may form a tectonic motif beneath the Indian Run-Annandale tectonic motif. Thus, three and perhaps four repetitions of precursory melange-allochthon pairs occur in northern Virginia. Other percursory melanges and motifs may occur in the Maryland Piedmont to the north. \r\n\r\nThe tectonic setting of the motif formation and assemblage is uncertain at this time. A model involving the obduction of several separate sheets onto the ancestral North American continental margin is appealing in that it involves the closing and destruction of a marginal basin, a relatively simple concept. This model fails, however, to supply a source for the sediment necessary to form the precursory melanges. A trench-slope origin would supply the vast amount of needed sediment by accretion. The precursory melangeallochthon motifs would then be stacked near the base of the trench slope. This model is appealing and requires a rather complicated assemblage of continental, arc, and oceanic fragments, such as those that occur on many modern continental margins.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1324","usgsCitation":"Drake, A., 1985, Tectonic implications of the Indian Run Formation— A newly recognized sedimentary mélange in the northern Virginia Piedmont: U.S. Geological Survey Professional Paper 1324, Report: iii, 12 p.; 1 Plate: 20.00 × 26.50 inches, https://doi.org/10.3133/pp1324.","productDescription":"Report: iii, 12 p.; 1 Plate: 20.00 × 26.50 inches","costCenters":[],"links":[{"id":104602,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4803.htm","linkFileType":{"id":5,"text":"html"},"description":"4803"},{"id":32510,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1324/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32511,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1324/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124446,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1324/report-thumb.jpg"}],"country":"United States","state":"Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.125,\n              38.75\n            ],\n            [\n              -77.375,\n              38.75\n            ],\n            [\n              -77.375,\n              38.9519\n            ],\n            [\n              -77.125,\n              38.9519\n            ],\n            [\n              -77.125,\n              38.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684ebd","contributors":{"authors":[{"text":"Drake, Avery Ala","contributorId":65460,"corporation":false,"usgs":true,"family":"Drake","given":"Avery Ala","affiliations":[],"preferred":false,"id":151621,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2532,"text":"wsp2232 - 1985 - Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices","interactions":[],"lastModifiedDate":"2017-08-31T17:11:23","indexId":"wsp2232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2232","title":"Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices","docAbstract":"<p>Utah's Wasatch Front area comprises about 4,000 square miles in the north-central part of the State. I n 1980, the area had a population of more than 1.1 million, or about 77 percent of Utah's total population. It contains several large cities, including Salt Lake City, Ogden, and Provo, and is commonly called Utah's urban corridor.</p><p>Most of the water supply for the Wasatch Front area comes from streams that originate in the Wasatch Range and nearby Uinta Mountains; however, ground water has played an important role in the economic growth of the area. The principal source of ground water is the unconsolidated fill (sedimentary deposits) in the valleys of the Wasatch Front area northern Juab, Utah, Goshen, and Salt Lake Valleys; the East Shore area (a valley area east of the Great Salt Lake), and the Bear River Bay area. Maximum saturated thickness of the fill in the principal ground-water reservoirs in these valleys exceeds 6,000 feet, and the estimated volume of water that can be withdrawn from just the upper 100 feet of the saturated fill is about 8 million acre-feet. In most places the water is fresh, containing less than 1,000 milligrams per liter of dissolved solids; in much of the Bear River Bay area and most of Goshen Valley (and locally in the other valleys), the water is slightly to moderately saline, with 1,000 to 10,000 milligrams per liter of dissolved solids.</p><p>The principal ground-water reservoirs receive recharge at an annual rate that is estimated to exceed 1 million acre-feet chiefly as seepage from consolidated rocks in the adjacent mountains from canals, ditches, and irrigated land, directly from precipitation, and from streams. Discharge during 1980 (which was chiefly from springs, seepage to streams, evapotranspiration, and withdrawal by wells) was estimated to be about 1.1 million acre-feet. Withdrawal from wells, which began within a few years after the arrival of the Mormon pioneers in the Salt Lake Valley in 1847, and had increased to about 320,000 acre-feet during 1979. Additional withdrawals from wells may cause water levels to decline, possibly leading to such problems as conflicts among water-right owners, increased pumping costs, land subsidence, and deterioration of ground-water quality. Some of these problems cannot be avoided if the principal ground-water reservoirs are to be fully used; however, management practices such as artificial ground-water recharge in intensivelypumped areas may help to alleviate those problems. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2232","usgsCitation":"Price, D., 1985, Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices: U.S. Geological Survey Water Supply Paper 2232, vii, 71 p., https://doi.org/10.3133/wsp2232.","productDescription":"vii, 71 p.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":139112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2232/report-thumb.jpg"},{"id":28758,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Wasatch Front","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dacb","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":145356,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11209,"text":"ofr859 - 1985 - Preliminary report on gold deposits at Meshaheed, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-16T15:21:39","indexId":"ofr859","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-9","title":"Preliminary report on gold deposits at Meshaheed, Kingdom of Saudi Arabia","docAbstract":"<p>A fault-controlled, hydrothermal system deposited gold, stibnite, and quartz in metasediments, intrusive basalt, and diorite in an area approximately 3 by 5 km in the Meshaheed area of the northeastern Arabian Shield. Veins in metasediments appear to be lenticular and average less than 1 m thick. A related, quartz-pyrite stockwork in fractured, hydrothermally altered basalt is approximately 1 km long and at least 100 m wide. Poorly defined veins and veinlets bear gold, stibnite, and quartz, A few areas of ancient goldmining activity are in metasediments at the perimeter of a large diorite pluton. The arrangement of the pits also indicates that unexposed veinlet systems may be as much as 40 m wide. Small areas of diorite have also been hydrothermally altered where gold-stibnite-quartz veins were emplaced.</p>\n<p>A molybdenite-quartz stockwork and other quartz stockworks bearing traces of molybdenum, bismuth, and silver are in small diorite plutons. Large areas of moderately hydrothermally altered metasediments bearing trace molybdenum are also present. These mineralized zones are not cogenetic with the gold-stibnite-quartz deposits.</p>\n<p>A separate stream-sediment sampling program has shown the area southeast of Meshaheed to be anomalous in lead, copper, boron, tin, iron, and molybdenum, and a preliminary geophysical survey found resistivity anomalies coincident with the altered, intrusive basalt.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr859","usgsCitation":"Smith, C.W., and Samater, R., 1985, Preliminary report on gold deposits at Meshaheed, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 85-9, Report: iii, 42 p.; maps: 28 cm., https://doi.org/10.3133/ofr859.","productDescription":"Report: iii, 42 p.; maps: 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":144501,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0009/report-thumb.jpg"},{"id":38990,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0009/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38991,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              42,\n              26\n            ],\n            [\n              42,\n              26.5\n            ],\n            [\n              42.5,\n              26.5\n            ],\n            [\n              42.5,\n              26\n            ],\n            [\n              42,\n              26\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cb5d","contributors":{"authors":[{"text":"Smith, C. W.","contributorId":57457,"corporation":false,"usgs":true,"family":"Smith","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":162734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Samater, R.M.","contributorId":82694,"corporation":false,"usgs":true,"family":"Samater","given":"R.M.","affiliations":[],"preferred":false,"id":162735,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16454,"text":"ofr85567 - 1985 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","interactions":[{"subject":{"id":16454,"text":"ofr85567 - 1985 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"ofr85567","publicationYear":"1985","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"wsp2304","publicationYear":"1989","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"id":1}],"supersededBy":{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"wsp2304","publicationYear":"1989","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"lastModifiedDate":"2013-01-08T13:49:54","indexId":"ofr85567","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-567","title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","docAbstract":"A study was conducted to evaluate the effects of potential development of the Dakota aquifer on the layered aquifer system above Permian rocks in a 5,000 sq mi area of southwestern Kansas. Transmissivity of the Dakota aquifer, determined from analyses of pumping tests, ranges from 100 to 7,100 sq ft/day. Water in the Dakota aquifer is a calcium bicarbonate type water, similar to water in the High Plains aquifer, in the subcrop area. However, in areas distant from the subcrop, water in the Dakota aquifer is a sodium bicarbonate type water with dissolved solids concentrations in excess of 500 mg/L. Gradual declines in the potentiometric surface of the Dakota aquifer have occurred since the onset of pumpage in the 1960's; however, water levels in some wells have risen during the late 1970's. A digital computer model of 3-D groundwater flow was developed to simulate hydrologic conditions of a five-layer hydrologic system for 1975-82 conditions. The major components of the simulated 1975-82 water budget were well discharge from the High Plains aquifer and loss of ground water from storage in the High Plains aquifer. Although downward leakage from the High Plains aquifer in the study area represented only 18,000 acre-ft of the 1,365 ,000 acre-ft discharged from the High Plains aquifer during 1982 , it was a major source of inflow to the Dakota aquifer. Changes in storage in the Dakota aquifer in the study area during 1982 were about 5,000 acre-ft. A base-line projection was made using 1982 simulated hydraulic heads from the calibrated model and 1982 rates of pumpage from both the High Plains and the Dakota aquifers for comparison with eight additional projection simulations in which maximum pumpage from the Dakota aquifer at the end of the projections ranged from about 78,000 to 294,000 acre-ft/yr. The results from the projections indicate that: (1) pumpage from the Dakota aquifer will have a limited effect on hydraulic heads in the High Plains aquifer, (2) drawdown in the hydraulic heads in the Dakota aquifer will result in conversion of much of the Dakota aquifer to unconfined conditions, (3) change in storage will become the major water-budget component for the Dakota aquifer, (4) continuation of 1982 rates of withdrawal from the High Plains aquifer will result in dewatering of a substantial part of the aquifer in the study area. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85567","usgsCitation":"Watts, K.R., 1985, Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas: U.S. Geological Survey Open-File Report 85-567, x, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85567.","productDescription":"x, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0567/report-thumb.jpg"},{"id":265398,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0567/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a878b","contributors":{"authors":[{"text":"Watts, Kenneth R.","contributorId":43783,"corporation":false,"usgs":true,"family":"Watts","given":"Kenneth","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":172878,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}