{"pageNumber":"2100","pageRowStart":"52475","pageSize":"25","recordCount":68919,"records":[{"id":7250,"text":"ofr83208 - 1983 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","interactions":[{"subject":{"id":7250,"text":"ofr83208 - 1983 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"ofr83208","publicationYear":"1983","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"predicate":"SUPERSEDED_BY","object":{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"wsp2246","publicationYear":"1986","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"id":1}],"supersededBy":{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"wsp2246","publicationYear":"1986","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"lastModifiedDate":"2024-01-03T18:14:04.965165","indexId":"ofr83208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-208","title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","docAbstract":"<p>Data obtained during a hydrologic study of the Price River basin, Utah, are used to describe seasonal variations of flow of springs, relation between ground water and surface water, hydraulic properties of the ground-water reservoir, ground-water recharge and discharge, flood characteristics of streams, mineralogic composition and depositional rates of sediments, nutrient and inorganic loading in streams and Scofield Reservoir, and water budgets for selected basins. Additional study and monitoring are needed to detect possible hydrologic changes caused by coal mining.</p><p>Much of the ground-water discharge from the Star Point Sandstone in the Mesaverde Group in the Wasatch Plateau occurs along faults. In the Book Cliffs, where faulting is less extensive, most of the ground-water discharge is from the Flagstaff Limestone. The Flagstaff Limestone is greatly diffusive, has a small storage coefficient, and contains water which is perched.</p><p>Springs issuing from the Star Point Sandstone in the Mud Creek drainage (Wasatch Plateau) had recession indexes greater than 365 days per log cycle. Springs issuing at higher altitudes from the Colton Formation and the Flagstaff Limestone in the Soldier Creek area (Book Cliffs) have great seasonal variability, with recession indexes ranging from 24 to 115 days per log cycle. Estimated transmissivities in the Soldier Creek area ranged from 0.003 foot squared per day in the lower part of the Castlegate Sandstone to 0.07 foot squared per day in the Price River Formation.</p><p>Seepage from the Star Point Sandstone is the major contributor to base flow of the stream in Eccles Canyon (Wasatch Plateau). Gains of as much as 230 gallons per minute occurred near a fault zone which crosses Eccles Canyon at the junction with South Fork Canyon.</p><p>The potentiometric surface of water in the Blackhawk Formation in the Wasatch Plateau (Mud Creek drainage) and the Book Cliffs (Soldier Creek area) generally is above the coal zones, and dewatering will be necessary in most places during mining. The total reported mine discharge during 1980 was about 2,800 acre-feet.</p><p>During the 1980 water year, ground-water discharge from the Flagstaff Limestone contributed about 4,400 acre-feet, or 41 percent of the combined streamflow of Coal, Soldier, and Dugout Creeks. Discharge from the Blackhawk and other formations contributed about 2,200 acre-feet, or 21 percent of the streamflow. The recharge to a 4,020-acre outcrop of the Flagstaff Limestone in the Soldier Creek area was determined from measurements of the discharge of springs and seepage gains in streams. The estimated recharge was 2 inches per year, or 12 percent of the April 1 snowpack, or 9 percent of the precipitation during 1980.</p><p>Benthic-diversity indexes at streams in the Book Cliffs and Wasatch Plateau are related to the size of the bed material. The Shannon-Weiner diversity index for five sites in the Mud Creek drainage ranged from 1.57 to 4.20 during four sampling periods in 1979-80. In the Soldier Creek drainage, the diversity index for four sampling sites ranged from 0.8 to 2.3 during three sampling periods in 1979-80.</p><p>Sediment deposition in Scofield Reservoir during 1943-79 was estimated to be 3,000 acre-feet but most of the coal deposition in the reservoir occurred prior to about 1950. An anaerobic zone develops in the reservoir during the summer, but the water in the reservoir completely mixes during late summer or early fall.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83208","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Waddell, K., Dodge, J., Darby, D., and Theobald, S., 1983, Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas: U.S. Geological Survey Open-File Report 83-208, Report: 145 p.; 5 Plates: 23.89 x 23.89 inches or smaller, https://doi.org/10.3133/ofr83208.","productDescription":"Report: 145 p.; 5 Plates: 23.89 x 23.89 inches or smaller","costCenters":[],"links":[{"id":424073,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424071,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-1a.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424070,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-2-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424069,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-2-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424068,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139917,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0208/report-thumb.jpg"},{"id":424072,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-16.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Price River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.38649537660416,\n              39.9980852966755\n            ],\n            [\n              -111.38649537660416,\n              39.24068299668005\n            ],\n            [\n              -110.33455445863544,\n              39.24068299668005\n            ],\n            [\n              -110.33455445863544,\n              39.9980852966755\n            ],\n            [\n              -111.38649537660416,\n              39.9980852966755\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb77","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":154902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, J.E.","contributorId":21133,"corporation":false,"usgs":true,"family":"Dodge","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":154899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darby, D.W.","contributorId":49333,"corporation":false,"usgs":true,"family":"Darby","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":154900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Theobald, S.M.","contributorId":51270,"corporation":false,"usgs":true,"family":"Theobald","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":154901,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":7226,"text":"ofr8344 - 1983 - Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981","interactions":[],"lastModifiedDate":"2017-06-14T10:53:09","indexId":"ofr8344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-44","title":"Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981","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><p>The Geological Survey, in cooperation with the Texas Department of Water Resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.</p><p>The objectives of the Austin urban hydrology study are as follows:</p><ol><li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li><li>To determine the effect of urban development on flood peaks and volume.</li><li>To determine the variations in water quality during different seasons and flow conditions in representative watersheds under various types of urban development.</li><li>To quantitatively appraise the ground-water resources along the Balcones Fault Zone, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the Edwards aquifer that is is hydrologic circulation with Barton Springs.</li></ol><p>This report presents the basic hydroloqic data collected in the Austin urban area for the 1981 water year (Oct. 1, 1980 to Sept. 30, 1981).</p><p>Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-81-3, 1981.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr8344","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Slade, R., Veenhuis, J., Dorsey, M., Gardiner, H., and Smith, A.E., 1983, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981: U.S. Geological Survey Open-File Report 83-44, vi, 293 p., https://doi.org/10.3133/ofr8344.","productDescription":"vi, 293 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34621,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0044/report.pdf","text":"Report","size":"5.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":140695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0044/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608036","contributors":{"authors":[{"text":"Slade, R.M.","contributorId":84364,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","affiliations":[],"preferred":false,"id":154830,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Veenhuis, J.E.","contributorId":6850,"corporation":false,"usgs":true,"family":"Veenhuis","given":"J.E.","affiliations":[],"preferred":false,"id":154826,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":154829,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gardiner, Heather","contributorId":52569,"corporation":false,"usgs":true,"family":"Gardiner","given":"Heather","email":"","affiliations":[],"preferred":false,"id":154827,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Smith, A. E.","contributorId":58254,"corporation":false,"usgs":true,"family":"Smith","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":154828,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":7597,"text":"ofr83400 - 1983 - The Volcano Hazards Program; objectives and long-range plans","interactions":[],"lastModifiedDate":"2023-08-01T22:09:49.800907","indexId":"ofr83400","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-400","title":"The Volcano Hazards Program; objectives and long-range plans","docAbstract":"<p>Volcanoes and the products of volcanoes have a much greater impact on people and society than is generally perceived. Although commonly destructive, volcanic eruptions can be spectacularly beautiful and, more importantly, they have produced the very air we breathe, the water we drink, and our most fertile soils. Volcanoes also have a profound effect on climate, and their roots form geothermal energy reservoirs and contain valuable mineral deposits including copper, molybdenum, tin, silver, gold, and diamonds. Of course, volcanoes will continue to erupt whether we understand them or not, but one of the functions of enlightened government and a mission of the U.S. Geological Survey (USGS) is to try to understand and to assess the dangers of volcanic eruptions to our land and people.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83400","usgsCitation":"Bailey, R.A., Beauchemin, P., Kapinos, F., and Klick, D., 1983, The Volcano Hazards Program; objectives and long-range plans: U.S. Geological Survey Open-File Report 83-400, 33 p., https://doi.org/10.3133/ofr83400.","productDescription":"33 p.","costCenters":[],"links":[{"id":139950,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0400/report-thumb.jpg"},{"id":419477,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0400/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","geographicExtents":"{\n  \"type\": 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,{"id":7588,"text":"ofr83270 - 1983 - The U.S. Geological Survey's water resources program in New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"ofr83270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-270","title":"The U.S. Geological Survey's water resources program in New York","docAbstract":"The U.S. Geological Survey performs hydrologic investigations throughout the United States to appraise the Nation's water resources. The Geological Survey began its water-resources investigations in New York in 1895. To meet the objectives of assessing New York's water resources, the Geological Survey (1) monitors the quantity and quality of surface and ground water, (2) conducts investigations of the occurrence, availability, and chemical quality of water in specific areas of the State, (3) develops methods and techniques of data-collection and interpretation, (4) provides scientific guidance to the research community, to Federal, State, and local governments, and to the public, and (5) disseminates data and results of research through reports, maps, news releases, conferences, and workshops. \r\n\r\nMany of the joint hydrologic investigations are performed by the Geological Survey in cooperation with State, county, and nonprofit organizations. The data collection network in New York includes nearly 200 gaging stations and 250 observation wells; chemical quality of water is measured at 260 sites. Data collected at these sites are published annually and are filed in the WATSTORE computer system. Some of the interpretive studies performed by the Geological Survey in New York include (1) determining the suitability of ground-water reservoirs for public-water supply in urban areas, (2) assessing geohydrologic impacts of leachate from hazardous waste sites on stream and ground-water quality, (3) evaluating the effects of precipitation quality and basin characteristics on streams and lakes, and (4) developing digital models of the hydrology of aquifers to simulate ground-water flow and the interaction between ground water and streams.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83270","usgsCitation":"Wiltshire, D.A., 1983, The U.S. Geological Survey's water resources program in New York: U.S. Geological Survey Open-File Report 83-270, 15 p. ;27 cm., https://doi.org/10.3133/ofr83270.","productDescription":"15 p. ;27 cm.","costCenters":[],"links":[{"id":139857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0270/report-thumb.jpg"},{"id":35074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6498d8","contributors":{"authors":[{"text":"Wiltshire, Denise A.","contributorId":78717,"corporation":false,"usgs":true,"family":"Wiltshire","given":"Denise","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":156237,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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,{"id":4395,"text":"cir854C - 1983 - Seismic engineering program report, September-December 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"cir854C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"854","chapter":"C","title":"Seismic engineering program report, September-December 1980","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\n[available from] Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/cir854C","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Seismic engineering program report, September-December 1980: U.S. Geological Survey Circular 854, v, 19 p. :map ;26 cm., https://doi.org/10.3133/cir854C.","productDescription":"v, 19 p. :map ;26 cm.","costCenters":[],"links":[{"id":117400,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0854c/report-thumb.jpg"},{"id":31504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0854c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb7f4","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528213,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3429,"text":"cir910 - 1983 - Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:33","indexId":"cir910","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"910","title":"Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations","docAbstract":"Ten- to 15-year water-quality records from a network of headwater sampling stations show small declines in stream sulfate concentrations at stations in the northeastern quarter of the Nation and small increases in sulfate at most southeastern and western sites. The regional pattern of stream sulfate trends is similar to that reported for trends in S02 emissions to the atmosphere during the same period. Trends in the ratio of alkalinity to total major cation concentrations at the stations follow an inverse pattern of small increases in the Northeast and small, but widespread decreases elsewhere. The undeveloped nature of the sampled basins and the magnitude and direction of observed changes in relation to SO2 emissions support the hypothesis that the observed patterns in water quality trends reflect regional changes in the rates of acid deposition.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir910","usgsCitation":"Smith, R.A., and Alexander, R.B., 1983, Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations: U.S. Geological Survey Circular 910, 12 p. :ill. ;27 cm., https://doi.org/10.3133/cir910.","productDescription":"12 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":122894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0910/report-thumb.jpg"},{"id":30444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0910/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a30","contributors":{"authors":[{"text":"Smith, Richard A. 0000-0003-2117-2269 rsmith1@usgs.gov","orcid":"https://orcid.org/0000-0003-2117-2269","contributorId":580,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rsmith1@usgs.gov","middleInitial":"A.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":146891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Richard B. 0000-0001-9166-0626 ralex@usgs.gov","orcid":"https://orcid.org/0000-0001-9166-0626","contributorId":541,"corporation":false,"usgs":true,"family":"Alexander","given":"Richard","email":"ralex@usgs.gov","middleInitial":"B.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":146890,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7943,"text":"ofr83432 - 1983 - Montana; basic data for thermal springs and wells as recorded in Geotherm","interactions":[],"lastModifiedDate":"2012-02-02T00:06:02","indexId":"ofr83432","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-432","title":"Montana; basic data for thermal springs and wells as recorded in Geotherm","docAbstract":"Changes in ground-water withdrawals, water levels, and quality of water occurred in the artesian aquifers of the Sevier Desert, Utah during 1963-81. Ground-water withdrawals increased from an average of 9,500 acre-feet (11.7 cubic hectometers) per year between 1951 and 1963 to an average of 27,500 acre-feet (33.9 cubic hectometers) per year between 1964 and 1981. Most of the increased withdrawal was from the deep artesian aquifer. Water levels declined as much as 19 feet (5.8 meters) in the deep artesian aquifer and as much as 13 feet (4.0 meters) in the shallow artesian aquifer between 1963 and 1981. The declines probably are due to increased ground-water withdrawals for irrigation and municipal use. Quality of water in parts of the shallow artesian aquifer is deteriorating. The deterioration probably is the result of recharge of poor quality from the overlying water-table aquifer. A digital-computer model was constructed to predict water-level changes resulting from changes in recharge and discharge for 20 years (1981-2000) at one-half, one, and two times the 1977-79 average rate. The model computer water-level declines of more than 80 feet (24 meters) in the deep artesian aquifer with withdrawals twice the 1977-79 average, declines of more than 40 feet (12 meters) if withdrawals were equal to the 1977-79 average, and declines of more than 15 feet (4.6 meters) if withdrawals were one-half the 1977-79 average. Computer water-level declines after 20 years in the shallow artesian aquifer were more than 50 feet (15 meters) at two times the 1977-79 average rate, more than 15 feet (4.6 meters) at the 1977-79 average, and less than 4 feet (1.2 meters) at one-half the 1977-79 average. The model also was used to predict the effects of approximate changes in ground-water withdrawals related to the Intermountain Power Project. Water-level declines in the deep artesian aquifer of more than 15 feet (4.6 meters), and only small changes in water levels in the shallow artesian aquifer after 20 years. These changes are in addition to changes computed for 20 years of withdrawals at the 1977-79 rate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83432","usgsCitation":"Bliss, J.D., 1983, Montana; basic data for thermal springs and wells as recorded in Geotherm: U.S. Geological Survey Open-File Report 83-432, 166 p.  ;28 cm., https://doi.org/10.3133/ofr83432.","productDescription":"166 p.  ;28 cm.","costCenters":[],"links":[{"id":140868,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0432/report-thumb.jpg"},{"id":35514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0432/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab3d","contributors":{"authors":[{"text":"Bliss, James D. jbliss@usgs.gov","contributorId":2790,"corporation":false,"usgs":true,"family":"Bliss","given":"James","email":"jbliss@usgs.gov","middleInitial":"D.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":156871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3733,"text":"cir876 - 1983 - Subsidence from underground mining; environmental analysis and planning considerations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir876","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"876","title":"Subsidence from underground mining; environmental analysis and planning considerations","docAbstract":"Subsidence, a universal process that occurs in response to the voids created by extracting solids or liquids from beneath the Earth's surface, is controlled by many factors including mining methods, depth of extraction, thickness of deposit, and topography, as well as the in situ properties of the rock mass above the deposit. The impacts of subsidence are potentially severe in terms of damage to surface utility lines and structures, changes in surface-water and ground-water conditions, and effects on vegetation and animals. Although subsidence cannot be eliminated, it can be reduced or controlled in areas where deformation of the ground surface would produce dangerous or costly effects. \r\n\r\nSubsidence prediction is highly developed in Europe where there are comparatively uniform mining conditions and a long history of field measurements. Much of this mining has been carried out beneath crowded urban and industrial areas where accurate predictions have facilitated use of the surface and reduced undesirable impacts. Concerted efforts to understand subsidence processes in the United States are recent. Empirical methods of subsidence analysis and prediction based on local conditions seem better suited to the current state of knowledge of the varied geologic and topographic conditions in domestic coal mining regions than do theoretical/mathematical approaches. In order to develop broadly applicable subsidence prediction methods and models for the United States, more information is needed on magnitude and timing of ground movements and geologic properties.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir876","usgsCitation":"Lee, F.T., and Abel, J., 1983, Subsidence from underground mining; environmental analysis and planning considerations: U.S. Geological Survey Circular 876, iv, 28 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir876.","productDescription":"iv, 28 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124669,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0876/report-thumb.jpg"},{"id":30794,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0876/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ae9","contributors":{"authors":[{"text":"Lee, Fitzhugh T.","contributorId":82272,"corporation":false,"usgs":true,"family":"Lee","given":"Fitzhugh","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":147500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abel, John F.","contributorId":84351,"corporation":false,"usgs":true,"family":"Abel","given":"John F.","affiliations":[],"preferred":false,"id":147501,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7607,"text":"ofr83220 - 1983 - Water-resources investigations in North Dakota; fiscal year 1983","interactions":[],"lastModifiedDate":"2018-06-01T12:47:12","indexId":"ofr83220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-220","title":"Water-resources investigations in North Dakota; fiscal year 1983","docAbstract":"All ongoing water resources projects in North Dakota in fiscal year 1983, are listed. The report was prepared to inform interested federal, State, and local agencies and private individuals of the activities of the Water Resources Division in the State. Information on each project includes objectives, approach, progress in 1982, plans for 1983, completed and planned report products, and the name of the project chief. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83220","usgsCitation":"Lankford, N.K., and Albright, L.L., 1983, Water-resources investigations in North Dakota; fiscal year 1983: U.S. Geological Survey Open-File Report 83-220, iv, 55 p. maps ;28 cm., https://doi.org/10.3133/ofr83220.","productDescription":"iv, 55 p. maps ;28 cm.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":139973,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0220/report-thumb.jpg"},{"id":35098,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cbe4b07f02db543866","contributors":{"authors":[{"text":"Lankford, Nancy K.","contributorId":38151,"corporation":false,"usgs":true,"family":"Lankford","given":"Nancy","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":156296,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Albright, Luverne L.","contributorId":27050,"corporation":false,"usgs":true,"family":"Albright","given":"Luverne","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":156295,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3421,"text":"cir1001 - 1983 - Estimated Use of Water in the United States in 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir1001","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"1001","title":"Estimated Use of Water in the United States in 1980","docAbstract":"Water use in the United States in 1980 was estimated to be an average of 450 bgd (billion gallons per day) of fresh and saline water for offstream uses- an 8-percent increase from the 1975 estimate and a 22-percent increase from the 1970 estimate. Average per capita use for all offstream uses was 2,000 gpd (gallons per day) of fresh and saline water, and 1,600 gpd of fresh water; this represents a slight increase since 1975. Offstream uses include (1) public supply (domestic, public, commercial, and industrial uses), (2) rural (domestic and livestock uses), (3) irrigation, and (4) self-supplied industrial uses (including thermoelectric power). From 1975 to 1980, public supply use increased 15 percent to 34 bgd, rural use increased 14 percent to 5.6 bgd, irrigation use increased 7 percent to 150 bgd, and self-supplied industrial use increased 8 percent to 260 bgd. Within the industrial category, thermoelectric power generation increased 9 percent to 210 bgd, whereas other self-supplied industrial uses remained approximately constant at 45 bgd. Total fresh water consumed- that part of water withdrawn that is no longer available for subsequent use- by these offstream uses increased 7 percent to 100 bgd, with irrigation accounting for the largest part of water consumed, estimated at 83 bgd. Estimates of withdrawals by source indicate that from 1975 to 1980, total groundwater withdrawals increased 7 percent to 89 bgd, and total surface-water withdrawals increased 9 percent to 360 bgd. Total saline-water withdrawals increased by about 2 bgd to 72 bgd, of which 71 bgd was saline surface water. Reclaimed sewage amounted to about 0.5 bgd in 1980, an 11-percent decrease from 1975. Water used for hydroelectric power generation, an instream use, remained unchanged from 1975 at 3,300 bgd. This is in contrast to the increasing trend from 1950 to 1975. Although 1980 estimates of water use were higher than the 1975 estimates for all offstream categories, trends establishing during the periods 1970 to 1975 and 1975 to 1980 indicate a general slackening in the rate of increase of total withdrawls in comparison to the period 1965 to 1970. (USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/cir1001","usgsCitation":"Solley, W.B., Chase, E.B., and Mann, W.B., 1983, Estimated Use of Water in the United States in 1980: U.S. Geological Survey Circular 1001, vii, 56 p., https://doi.org/10.3133/cir1001.","productDescription":"vii, 56 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":123908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/1001/report-thumb.jpg"},{"id":30436,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/1001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd54","contributors":{"authors":[{"text":"Solley, Wayne B.","contributorId":61409,"corporation":false,"usgs":true,"family":"Solley","given":"Wayne","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mann, William B. IV","contributorId":8838,"corporation":false,"usgs":true,"family":"Mann","given":"William","suffix":"IV","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146872,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7181,"text":"ofr83672 - 1983 - Geological and geochemical studies in the Wadi Bidah District, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr83672","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-672","title":"Geological and geochemical studies in the Wadi Bidah District, Kingdom of Saudi Arabia","docAbstract":"Geological and geochemical followup studies of airborne electromagnetic anomalies in the Wadi Bidah district, southwestern Saudi Arabia, did not reveal metals of economic grade. \r\n\r\nInvestigation of an anomaly enclosing the Rabathan ancient mine disclosed tightly folded and sheared Proterozoic tuffaceous rocks interlayered mostly with chert, dolomite, carbonaceous rocks, and volcanic wacke including cherty iron-manganese formations slightly anomalous in copper and zinc. Three drill holes placed to test anomalies within these formations yielded negative results. \r\n\r\nStudies of a long, narrow anomaly north of the Rabathan area indicated a similar geological environment. This northern area also contains limited zones that are highly anomalous in copper and zinc and extensive zones that are slightly anomalous in those metals. Drilling was not undertaken in this area. \r\n\r\nThe Bilajimah airborne electromagnetic anomaly west of Wadi Bidah coincides with a broad synclinorium of layered felsic turfs and gossans. Geochemical studies indicated slightly anomalous copper, zinc, and silver values in gossans within the anomaly area. Two drill holes intersected carbonaceous rock that contained approximately 15 percent pyrrhotite and traces of sphalerite and chalcopyrite. \r\n\r\nTwo geophysically anomalous areas west of Wadi Bidah surround ancient mines at Mahawiyah and Khayal al Masna'ah. Results of geochemical sampling at these workings were positive. An airborne electromagnetic anomaly located in the Assifar area in the southwestern corner of the Wadi Bidah district is underlain principally by metasedimentary rocks that include large linear zones of cherty iron-manganese formation and a few gossans .containing secondary base metal minerals.\r\n\r\nDetailed mapping and sampling of the Mulhal ancient mine, located west of Wadi Bidah, revealed two types of polymetallic gossans : (1) stratiform deposits interlayered with ignimbrites and mafic volcanic rocks and (2) barite-bearing gossanous material in shear zones that grade into hydrothermally altered shear zones and extend beyond the mine area. The gossans and gossanous shear zones contain anomalous amounts of gold, silver, lead, copper, zinc, barium, and selenium. \r\n\r\nTwo gossans west of Wadi Bidah were mapped and sampled in detail; both gossans are interlayered, with siliceous volcanic rocks. Although the gossan at Jabal Mohr covers a large area, it contains low amounts of precious and base metals. The gossan at Mulhal No. 2 contains moderate to high amounts of gold, silver, copper, lead, and zinc.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83672","usgsCitation":"Smith, C.W., Waters, B., Naqvi, M., Worl, R.G., Helaby, A., Flanigan, V.J., Sadek, H., and Samater, R., 1983, Geological and geochemical studies in the Wadi Bidah District, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 83-672, v, 101 p., 6 over-size sheets, ill., maps ;1983., https://doi.org/10.3133/ofr83672.","productDescription":"v, 101 p., 6 over-size sheets, ill., maps ;1983.","costCenters":[],"links":[{"id":142103,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0672/report-thumb.jpg"},{"id":34537,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34538,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0672/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34532,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34533,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34534,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34535,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34536,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0672/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db6876b4","contributors":{"authors":[{"text":"Smith, C. W.","contributorId":57457,"corporation":false,"usgs":true,"family":"Smith","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":154648,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waters, B.C.","contributorId":87412,"corporation":false,"usgs":true,"family":"Waters","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":154653,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Naqvi, M.","contributorId":84210,"corporation":false,"usgs":true,"family":"Naqvi","given":"M.","email":"","affiliations":[],"preferred":false,"id":154652,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Worl, R. G.","contributorId":13984,"corporation":false,"usgs":true,"family":"Worl","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":154647,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Helaby, A. M.","contributorId":64241,"corporation":false,"usgs":true,"family":"Helaby","given":"A. M.","affiliations":[],"preferred":false,"id":154649,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Flanigan, V. J.","contributorId":81097,"corporation":false,"usgs":true,"family":"Flanigan","given":"V.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":154650,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Sadek, H.S.","contributorId":93915,"corporation":false,"usgs":true,"family":"Sadek","given":"H.S.","affiliations":[],"preferred":false,"id":154654,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Samater, R.M.","contributorId":82694,"corporation":false,"usgs":true,"family":"Samater","given":"R.M.","affiliations":[],"preferred":false,"id":154651,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":7237,"text":"ofr82679 - 1983 - Hydrology of area 21, Eastern Coal province, Tennessee, Alabama and Georgia","interactions":[],"lastModifiedDate":"2024-09-24T18:08:13.417331","indexId":"ofr82679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-679","title":"Hydrology of area 21, Eastern Coal province, Tennessee, Alabama and Georgia","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82679","usgsCitation":"May, V., 1983, Hydrology of area 21, Eastern Coal province, Tennessee, Alabama and Georgia: U.S. Geological Survey Open-File Report 82-679, vi, 92 p., https://doi.org/10.3133/ofr82679.","productDescription":"vi, 92 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":94755,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0679/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":462210,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13802.htm","linkFileType":{"id":5,"text":"html"}},{"id":139837,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0679/report-thumb.jpg"}],"country":"United States","state":"Alabama, Georgia, Tennessee","otherGeospatial":"Eastern Coal Province","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.15478515625,\n              34.38877925439021\n            ],\n            [\n              -86.15478515625,\n              35.8356283888737\n            ],\n            [\n              -84.869384765625,\n              35.8356283888737\n            ],\n            [\n              -84.869384765625,\n              34.38877925439021\n            ],\n            [\n              -86.15478515625,\n              34.38877925439021\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604430","contributors":{"authors":[{"text":"May, V.J.","contributorId":71539,"corporation":false,"usgs":true,"family":"May","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":154863,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4523,"text":"cir908 - 1983 - Annual report on Alaska's mineral resources","interactions":[],"lastModifiedDate":"2012-02-02T00:05:43","indexId":"cir908","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"908","title":"Annual report on Alaska's mineral resources","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir908","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Annual report on Alaska's mineral resources: U.S. Geological Survey Circular 908, iv, 48 p. :ill., maps ;28 cm.28 cm., https://doi.org/10.3133/cir908.","productDescription":"iv, 48 p. :ill., maps ;28 cm.28 cm.","costCenters":[],"links":[{"id":117550,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0908/report-thumb.jpg"},{"id":31581,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0908/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b916","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6980,"text":"ofr8485 - 1983 - Analysis of core samples from ground water boreholes in Rhode Island","interactions":[],"lastModifiedDate":"2012-02-02T00:05:42","indexId":"ofr8485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"84-85","title":"Analysis of core samples from ground water boreholes in Rhode Island","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8485","usgsCitation":"Manheim, F., Poppe, L., Booth, J., Dahl, A.G., McElroy, D., and Lane, C., 1983, Analysis of core samples from ground water boreholes in Rhode Island: U.S. Geological Survey Open-File Report 84-85, 26 p. :chiefly ill. ;28 cm., https://doi.org/10.3133/ofr8485.","productDescription":"26 p. :chiefly ill. ;28 cm.","costCenters":[],"links":[{"id":139693,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0085/report-thumb.jpg"},{"id":34257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68064a","contributors":{"authors":[{"text":"Manheim, F.T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":55421,"corporation":false,"usgs":true,"family":"Manheim","given":"F.T.","affiliations":[],"preferred":false,"id":153772,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poppe, L.J.","contributorId":72782,"corporation":false,"usgs":true,"family":"Poppe","given":"L.J.","affiliations":[],"preferred":false,"id":153774,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Booth, J.S.","contributorId":13619,"corporation":false,"usgs":true,"family":"Booth","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":153770,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dahl, Alfred G.","contributorId":43342,"corporation":false,"usgs":true,"family":"Dahl","given":"Alfred","email":"","middleInitial":"G.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":153771,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"McElroy, D.K.","contributorId":61804,"corporation":false,"usgs":true,"family":"McElroy","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":153773,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Lane, C.M.","contributorId":97488,"corporation":false,"usgs":true,"family":"Lane","given":"C.M.","email":"","affiliations":[],"preferred":false,"id":153775,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":3220,"text":"wsp2185E - 1983 - Water quality of the Yadkin-Pee Dee River system, North Carolina— Variability, pollution loads, and long-term trends","interactions":[],"lastModifiedDate":"2021-11-16T22:48:29.397725","indexId":"wsp2185E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"2185","chapter":"E","title":"Water quality of the Yadkin-Pee Dee River system, North Carolina— Variability, pollution loads, and long-term trends","docAbstract":"Interpretation of water quality data collected by the U.S. Geological Survey and the North Carolina Department of Natural Resources and Community Development, for the Yadkin-Pee Dee River system, has identified water quality variations, characterized the current condition of the river in reference to water quality standards, estimated the degree of pollution caused by man, and evaluated long-term trends in concentrations of major dissolved constituents. Three stations, Yadkin River at Yadkin College (02116500), Rocky River near Norwood (02126000), and Pee Dee River near Rockingham (02129000) have been sampled over different periods of time beginning in 1906. Overall, the ambient water quality of the Yadkin-Pee Dee River system is satisfactory for most water uses. Iron and manganese concentrations are often above desirable levels, but they are not unusually high in comparison to other North Carolina streams. Lead concentrations also periodically rise above the recommended criterion for domestic water use. Mercury concentrations frequently exceed, and pH levels fall below, the recommended criteria for protection of aquatic life. Dissolved oxygen levels, while generally good, are lowest at the Pee Dee near Rockingham, due to the station 's location not far downstream from a lake. Suspended sediment is the most significant water quality problem of the Yadkin-Pee Dee River. The major cation in the river is sodium and the major anions are bicarbonate and carbonate. Eutrophication is currently a problem in the Yadkin-Pee Dee, particularly in High Rock Lake. An estimated nutrient and sediment balance of the system indicates that lakes along the Yadkin-Pee Dee River serve as a sink for sediment, ammonia, and phosphorus. Pollution makes up approximately 59% of the total dissolved solids load of the Yadkin River at Yadkin College, 43% for the Rocky River near Norwood, and 29% for the Pee Dee River near Rockingham. Statistically significant trends show a pattern of increasing concentration of most dissolved constituents over time, with a leveling off and decline in the middle to late 1970's.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Water quality of North Carolina streams","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2185E","usgsCitation":"Harned, D., and Meyer, D., 1983, Water quality of the Yadkin-Pee Dee River system, North Carolina— Variability, pollution loads, and long-term trends: U.S. Geological Survey Water Supply Paper 2185, vii, 71 p., https://doi.org/10.3133/wsp2185E.","productDescription":"vii, 71 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":391783,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25473.htm"},{"id":30213,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2185e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138939,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2185e/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Yadkin - Pee Dee River system","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.655,\n              34.807\n            ],\n            [\n              -79.683,\n              34.807\n            ],\n            [\n              -79.683,\n              36.583\n            ],\n            [\n              -81.655,\n              36.583\n            ],\n            [\n              -81.655,\n              34.807\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08ea","contributors":{"authors":[{"text":"Harned, Douglas","contributorId":11195,"corporation":false,"usgs":true,"family":"Harned","given":"Douglas","affiliations":[],"preferred":false,"id":146460,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, Dann","contributorId":80256,"corporation":false,"usgs":true,"family":"Meyer","given":"Dann","email":"","affiliations":[],"preferred":false,"id":146461,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25470,"text":"wri824045 - 1983 - Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","interactions":[],"lastModifiedDate":"2023-09-29T21:16:58.847871","indexId":"wri824045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4045","title":"Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","docAbstract":"<p>A computer simulation of Long Island 's regional groundwater system has been used to evaluate the effects that new-installed sewers will have on ground-water levels. Results indicate maximum water-table decliners of as much as up to 18 feet in central Nassau County and about 9 feet in Suffolk County. Total stream base flows and freshwater outflow to the south shore bay system will decrease by 22%. The regional scale of the model does not permit detailed predictions for individual streams. To quantify the effects of lowered ground-water levels on individual streams, two fine-scale sub-regional models have been designed. This report, the first in a three-part series describing the simulated effects of sewers in southern Nassau and southwestern Suffolk Counties, presents the hydrogeologic setting, pertinent literature, modeling strategy, subregional model design, and the results obtained to date from the regional ground-water model. The regional model results described will be used in the later reports to generate flux boundary conditions for the subregional models.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824045","usgsCitation":"Reilly, T.E., Buxton, H., Franke, O., and Wait, R.L., 1983, Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation: U.S. Geological Survey Water-Resources Investigations Report 82-4045, v, 45 p., https://doi.org/10.3133/wri824045.","productDescription":"v, 45 p.","costCenters":[],"links":[{"id":421430,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":25745,"text":"wri834218 - 1983 - Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado","interactions":[],"lastModifiedDate":"2022-12-15T21:48:06.003876","indexId":"wri834218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4218","title":"Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834218","usgsCitation":"Whitfield, M., Thordarson, W., Oatfield, W.J., Zimmerman, E.A., and Rueger, B.F., 1983, Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4218, Report: vi, 88 p.; 3 Plates: 36.22 × 23.17 inches or smaller, https://doi.org/10.3133/wri834218.","productDescription":"Report: vi, 88 p.; 3 Plates: 36.22 × 23.17 inches or smaller","costCenters":[],"links":[{"id":410584,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35859.htm","linkFileType":{"id":5,"text":"html"}},{"id":54507,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54506,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4218/report-thumb.jpg"},{"id":54509,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54508,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Blanding-Durango area, southern Paradox basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -110,\n              37.967\n            ],\n            [\n              -110,\n              37\n            ],\n            [\n              -107.873,\n              37\n            ],\n            [\n              -107.873,\n              37.967\n            ],\n            [\n              -110,\n              37.967\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634eb4","contributors":{"authors":[{"text":"Whitfield, M.S.","contributorId":69547,"corporation":false,"usgs":true,"family":"Whitfield","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":194897,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":194894,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oatfield, W. J.","contributorId":34531,"corporation":false,"usgs":true,"family":"Oatfield","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194896,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Zimmerman, E. A.","contributorId":75533,"corporation":false,"usgs":true,"family":"Zimmerman","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194898,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Rueger, B. F.","contributorId":27470,"corporation":false,"usgs":true,"family":"Rueger","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":194895,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25882,"text":"wri834030 - 1983 - Availability and chemical quality of water from surficial aquifers in Southwest Minnesota","interactions":[],"lastModifiedDate":"2018-02-14T11:22:10","indexId":"wri834030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4030","title":"Availability and chemical quality of water from surficial aquifers in Southwest Minnesota","docAbstract":"<p>The principal surficial aquifers in southwest Minnesota consist of outwash and alluvium material deposited in river valleys. The largest and most productive of these aquifers occupy the valleys of the Cottonwood, Des Moines, Redwood, and Rock Rivers and of tributaries to the Big Sioux River. Minor aquifers, adequate only for farm or domestic use, occur in the valleys of tributaries to the major streams. The surficial aquifers range in width from half a mile to 2 miles, in thickness from 0 to 110 feet, and in saturated thickness from 0 to 80 feet. Grain size varies both laterally and vertically. A veneer of fine-grained sediment, as much as 15 feet thick, has been deposited over the outwash by postglacial streams. Availability of water in the surficial aquifers varies greatly within short distances. Probable maximum well yield is as much as 1,000 gallons per minute; however, yields generally range from 10 to 100 gallons per minute. The concentration of dissolved solids in water from the surficial aquifers ranges from about 300 to 960 milligrams per liter. Analyses of 25 samples show that locally the water contains concentrations of iron, sulfate, and nitrate (as nitrogen) that are above the limits recommended by the Minnesota Department of Health for drinking water. Based on these standards, the water is of acceptable chemical quality for most uses, although it is hard. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834030","collaboration":"Prepared in cooperation with the Southwest Regional Development Commission and the Minnesota Department of Natural Resources","usgsCitation":"Adolphson, D.G., 1983, Availability and chemical quality of water from surficial aquifers in Southwest Minnesota: U.S. Geological Survey Water-Resources Investigations Report 83-4030, Document: iv, 37 p.; 8 Plates: 32.61 x 21.89 inches or smaller, https://doi.org/10.3133/wri834030.","productDescription":"Document: iv, 37 p.; 8 Plates: 32.61 x 21.89 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":54637,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54638,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4030/report-thumb.jpg"},{"id":54639,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54640,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54641,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54642,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54643,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54644,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-95.1062,44.1968],[-95.0992,44.1964],[-95.1041,44.1089],[-94.8583,44.1093],[-94.8614,43.8496],[-94.8551,43.8493],[-94.8577,43.5038],[-94.8811,43.5038],[-94.9139,43.504],[-95.2825,43.5036],[-95.386,43.5037],[-95.4548,43.5037],[-95.6883,43.5039],[-95.8594,43.5034],[-96.0526,43.5028],[-96.0841,43.5027],[-96.4541,43.5026],[-96.4535,43.5121],[-96.454,43.8502],[-96.4532,43.8502],[-96.4532,43.8515],[-96.4538,44.1983],[-96.4534,44.5444],[-96.4533,44.6289],[-96.4533,44.6303],[-96.4532,44.6317],[-96.0914,44.631],[-96.0932,44.5456],[-96.0747,44.5455],[-96.0788,44.1993],[-96.0628,44.1987],[-95.5921,44.1964],[-95.5938,44.5434],[-95.3567,44.5437],[-95.3584,44.6993],[-95.3532,44.698],[-95.3449,44.6981],[-95.3391,44.6973],[-95.33,44.6947],[-95.3249,44.6934],[-95.3172,44.6944],[-95.3113,44.6922],[-95.3086,44.6881],[-95.3092,44.6826],[-95.3077,44.6767],[-95.2985,44.6677],[-95.2906,44.6628],[-95.2816,44.6597],[-95.2598,44.6605],[-95.2484,44.6665],[-95.242,44.6666],[-95.2367,44.6617],[-95.2301,44.6567],[-95.221,44.6528],[-95.2157,44.6446],[-95.2086,44.6447],[-95.1956,44.6353],[-95.1903,44.6294],[-95.1818,44.6218],[-95.1682,44.6188],[-95.1573,44.618],[-95.1475,44.6122],[-95.1442,44.6086],[-95.137,44.6032],[-95.1312,44.6001],[-95.1285,44.5964],[-95.1196,44.5965],[-95.1124,44.5903],[-95.1027,44.5876],[-95.0961,44.5795],[-95.089,44.5782],[-95.0934,44.5736],[-95.0837,44.5701],[-95.0741,44.5729],[-95.0605,44.5672],[-95.0488,44.5604],[-95.0423,44.5555],[-95.0301,44.5552],[-95.0249,44.5525],[-95.0216,44.5484],[-95.0159,44.5508],[-95.012,44.5481],[-95.0132,44.544],[-95.0099,44.5413],[-95.001,44.5427],[-94.9901,44.5447],[-94.9798,44.5416],[-94.9727,44.539],[-94.972,44.5358],[-94.965,44.5368],[-94.9624,44.534],[-94.9597,44.5322],[-94.9533,44.5309],[-94.9449,44.5288],[-94.9398,44.5256],[-94.9333,44.5261],[-94.9275,44.5235],[-94.9204,44.5204],[-94.9184,44.5172],[-94.9075,44.5168],[-94.8967,44.5179],[-94.8896,44.5166],[-94.8863,44.513],[-94.8786,44.5131],[-94.876,44.5081],[-94.8733,44.504],[-94.8707,44.4995],[-94.8623,44.4977],[-94.8637,44.2829],[-95.1051,44.283],[-95.1062,44.1968]]]},\"properties\":{\"name\":\"Cottonwood\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667e9b","contributors":{"authors":[{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":195416,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25885,"text":"wri824018 - 1983 - Determination of dissolved aluminum in water samples","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri824018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4018","title":"Determination of dissolved aluminum in water samples","docAbstract":"A technique has been modified for determination of a wide range of concentrations of dissolved aluminum (Al) in water and has been tested. In this technique, aluminum is complexed with 8-hydroxyquinoline at pH 8.3 to minimize interferences, then extracted with methyl isobutyl ketone (MIBK). The extract is analyzed colorimetrically at 395 nm. This technique is used to analyze two forms of monomeric Al, nonlabile (organic complexes) and labile (free, Al, Al sulfate, fluoride and hydroxide complexes). A detection limit 2 ug/L is possible with 25-ml samples and 10-ml extracts. The detection limit can be decreased by increasing the volume of the sample and (or) decreasing the volume of the methyl isobutyl ketone extract. The analytical uncertainty of this method is approximately + or - 5 percent. The standard addition technique provides a recovery test for this technique and ensures precision in samples of low Al concentrations. The average percentage recovery of the added Al plus the amount originally present was 99 percent. Data obtained from analyses of filtered standard solutions indicated that Al is adsorbed on various types of filters. However, the relationship between Al concentrations and adsorption remains linear. A test on standard solutions also indicated that Al is not adsorbed on nitric acid-washed polyethylene and polypropylene bottle wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824018","usgsCitation":"Afifi, A., 1983, Determination of dissolved aluminum in water samples: U.S. Geological Survey Water-Resources Investigations Report 82-4018, iii, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wri824018.","productDescription":"iii, 16 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4018/report-thumb.jpg"},{"id":54647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6677f2","contributors":{"authors":[{"text":"Afifi, A.A.","contributorId":98768,"corporation":false,"usgs":true,"family":"Afifi","given":"A.A.","email":"","affiliations":[],"preferred":false,"id":195423,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25719,"text":"wri824099 - 1983 - Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri824099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4099","title":"Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","docAbstract":"Bed rock in the Stigler area of southeastern Oklahoma consists principally of shale, siltstone, and sandstone of the McAlester, Savanna, and Boggy Formations of Pennsylvanian age. These rocks have been folded to form the Stigler syncline on the north and the Antioch anticline on the south. An area of several square miles is underlain by terrace deposits, mostly sandy silt, as much as 25 feet thick. Alluvium along the streams is 5 to 10 feet thick and consists mainly of sandy silt. Neither the terrace deposits nor the alluvium are hydrologically significant.\r\nWater in the bedrock is under artesian conditions. Well depths range from 34 to 235 feet and average 95 feet. The water level in most wells is less than 30 feet below the land surface. Because the rocks have minimal permeability, well yields probably are less than 5 gallons per minute. Much of the area is provided with water by a rural water district. Based on specific-conductance measurements, dissolved-solids concentrations in ground water are estimated to range from 200 to 2,500 milligrams per liter. Nor relationship between variations in specific conductance and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nStreams in the area are ephemeral and extended periods of no flow can be expected. During much of the period of record, streamflow in Taloka Creek was maintained by water pumped from an active coal mine. Water upstream from the mine area had a mean dissolved-solids concentration of 72 milligrams per liter whereas water downstream from the mine area had a mean concentration of 1,323 milligrams per liter. At times, downstream concentrations of some toxic metals exceeded the standards for drinking water set by the U.S. Environmental Protection Agency. Samples of water collected from Taloka Creek since mining ceased did not have excessive concentrations of toxic metals. Maximum suspended-sediment discharge of Taloka Creek was about 1,660 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant grain size.\r\n\r\nObserved and measured effects of surface mining for coal on the hydrologic system include (1) creation of additional water storage in the surface mine pond, (2) disruption of drainage in an area of about 1 square mile, and (3) increased mineralization of water in Taloka Creek. Other possible effects include (4) changes in permeability and storage of water in mine spoil, (5) minor changes in streamflow and runoff characteristics, and (6) temporary increase in the sediment load of Taloka Creek.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri824099","usgsCitation":"Marcher, M., Huntzinger, T., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 82-4099, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824099.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4099/report-thumb.jpg"},{"id":54484,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54485,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54486,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67cb61","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194785,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":194788,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194787,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194786,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25718,"text":"wri834013 - 1983 - Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4013","title":"Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","docAbstract":"Bed rock in the Rock Island area of northeastern Le Flore County in southeastern Oklahoma consists of shale, siltstone, and sandstone of the McAlester, Hartshorne, and Atoka Formations of Pennsylvanian age. The area is on the south flank of the Backbone anticline; the rocks dip to the south at 5o-45o. Alluvium along James Fork consists of sandy and clayey silt and may be as much as 30 feet thick.\r\nWater in bedrock is under artesian conditions. The depth to water in most wells is less than 20 feet below the surface; a few wells flow. Yields of most wells probably are less than 5 gallons per minute. Water from nine wells was a sodium carbonate or sodium mixed anion type; dissolved-solids concentrations ranged from 294 to 1,250 milligrams per liter. No relationship between variations in chemistry of ground water and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nJames Fork has flow most of the time and discharge exceeds 25 cubic feet per second about one-half the time. The mean dissolved-solids concentration in James Fork water ranged from 224 milligrams per liter near Williams, Oklahoma, to 332 milligrams per liter near Hackett, Arkansas. Water in James Fork is a calcium magnesium sulfate type about 75 percent of the time. Maximum suspended sediment discharge was 2,720 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) are the dominant sediment size.\r\n\r\nPotential hydrologic effects of surface mining for coal include: (1) Creation of additional water storage in surface-mine ponds, (2) changes in rock permeability and ground-water storage, (3) changes in runoff and streamflow characteristics, (4) changes in drainage patterns, and (5) changes in the chemical quality and sediment load of James Fork. Although mining may increase the quantities of sediment and dissolved minerals added to James Fork, detection of these increases would be difficult because the potentially mineable area is very small in proportion to the total area of the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834013","usgsCitation":"Marcher, M., 1983, Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4013, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834013.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4013/report-thumb.jpg"},{"id":54480,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54481,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54482,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54483,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca7e","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194784,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25717,"text":"wri834166 - 1983 - Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4166","title":"Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","docAbstract":"Bed rock in the Red Oak area consists of shale, siltstone, and sandstone of the McAlester and Savanna Formations of Pennsylvanian age. Water in bedrock occurs in bedding planes, joints, and fractures and is confined. The potentiometric surface generally is less than 20 feet below the land surface. Wells yield enough water for domestic and stock use, but larger amounts of ground water are not available. Ground water commonly is a sodium or mixed cation carbonate/bicarbonate type with dissolved-solids concentrations ranging from 321 to 714 milligrams per liter. Although variable in quality, ground water generally is suitable for domestic use. No relationship between water chemistry and well depth or location is apparent.\r\nBrazil Creek, the principal stream in the area, has no flow 15 percent of the time, and flow is less than 1 cubic foot per second about 25 percent of the time. Water in Brazil Creek is a mixed cation carbonate/bicarbonate type. Dissolved-solids concentrations in Brazil Creek upstream from areas of old and recent mining ranged from 31 to 99 milligrams per liter with a mean of 58 milligrams per liter, whereas concentrations downstream from the mine areas ranged from 49 to 596 milligrams per liter with a mean of 132 milligrams per liter. Water in Brazil and Rock Creeks had concentrations of cadmium, chromium, lead, and mercury that exceeded maximum contaminant levels established by the U.S. Environmental Protection Agency at least once during the 1979-81 water years. Maximum suspended-sediment discharge, in tons per day, was 2,500 for Brazil Creek and 3,318 for Rock Creek. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant sediment size.\r\n\r\nA significant hydrologic effect of surface mining is creation of additional water storage in mine ponds; one such pond supplies water for the town of Red Oak. Other effects or potential effects of surface mining include changes in rock permeability and ground-water storage, changes in drainage patterns, and changes in the chemical quality and sediment loads of streams.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834166","usgsCitation":"Marcher, M., Bergman, D.L., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4166, iv, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834166.","productDescription":"iv, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4166/report-thumb.jpg"},{"id":54476,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54477,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54478,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54479,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca70","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194780,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194783,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194782,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194781,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25716,"text":"wri834060 - 1983 - A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","interactions":[],"lastModifiedDate":"2017-01-27T08:42:17","indexId":"wri834060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4060","title":"A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","docAbstract":"Water-quality, bottom-material, suspended-sediment, and current-velocity data were collected during November 1981 in Kings Bay and vicinity to provide information on the sources and transport of estuarine sediments. Kings Bay and Cumberland Sound , the site of the Poseidon Submarine Base in southeast Georgia, are experiencing high rates of sediment deposition and accumulation, which are causing serious navigational and operational problems. Velocity, bathymetry, turbidity, and bottom-material data suggest that the area in the vicinity of lower Kings Bay is accumulating deposits of suspended sediment transported from Cumberland Sound on the floodtide and from upper Kings Bay and the tidal marsh drained by Marianna Creek on the ebbtide. Suspended-sediment discharges computed for consecutive 13-hour ebbtides and floodtides showed that a net quantity of suspended sediment was transported seaward from upper Kings Bay and Marianna Creek. A net landward transport of suspended sediment computed at the St. Marys Entrance indicated areas seaward of St. Marys Entrance may be supplying sediment to the shoaling areas of the estuary, including lower Kings Bay. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834060","usgsCitation":"McConnell, J.B., Radtke, D.B., Hale, T., and Buell, G.R., 1983, A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4060, vi, 68 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834060.","productDescription":"vi, 68 p. :ill., map ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":54475,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4060/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123500,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4060/report-thumb.jpg"}],"country":"United States","state":"Florida, Georgia","otherGeospatial":"Kings 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