{"pageNumber":"1809","pageRowStart":"45200","pageSize":"25","recordCount":68936,"records":[{"id":41105,"text":"ofr90557 - 1990 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, May 1990","interactions":[],"lastModifiedDate":"2021-11-24T19:28:50.125551","indexId":"ofr90557","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-557","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, May 1990","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90557","usgsCitation":"Murray, L., 1990, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, May 1990: U.S. Geological Survey Open-File Report 90-557, 1 Plate: 27.00 × 46.00 inches, https://doi.org/10.3133/ofr90557.","productDescription":"1 Plate: 27.00 × 46.00 inches","costCenters":[],"links":[{"id":392098,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17974.htm"},{"id":21405,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0557/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":176406,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"St, Johns River Water Management District and vicinity","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.583984375,\n              26.49024045886963\n            ],\n            [\n              -79.95849609375,\n              26.49024045886963\n            ],\n            [\n              -79.95849609375,\n              30.939924331023445\n            ],\n            [\n              -83.583984375,\n              30.939924331023445\n            ],\n            [\n              -83.583984375,\n              26.49024045886963\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682b08","contributors":{"authors":[{"text":"Murray, Louis C.","contributorId":53022,"corporation":false,"usgs":true,"family":"Murray","given":"Louis C.","affiliations":[],"preferred":false,"id":224503,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18274,"text":"ofr90379 - 1990 - A protocol for onsite screening of volatile organic compounds using a portable gas chromatograph","interactions":[],"lastModifiedDate":"2021-05-28T18:19:10.41313","indexId":"ofr90379","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-379","title":"A protocol for onsite screening of volatile organic compounds using a portable gas chromatograph","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"Dept. of the Interior, U.S. Geological Survey ; Denver, Colo.","doi":"10.3133/ofr90379","usgsCitation":"Brock, R., 1990, A protocol for onsite screening of volatile organic compounds using a portable gas chromatograph: U.S. Geological Survey Open-File Report 90-379, iv, 15 p., https://doi.org/10.3133/ofr90379.","productDescription":"iv, 15 p.","costCenters":[{"id":452,"text":"National Water Quality Laboratory","active":true,"usgs":true}],"links":[{"id":151183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0379/report-thumb.jpg"},{"id":47627,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0379/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a87db","contributors":{"authors":[{"text":"Brock, R.D.","contributorId":12874,"corporation":false,"usgs":true,"family":"Brock","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":178831,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","interactions":[{"subject":{"id":15559,"text":"ofr88337 - 1989 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"ofr88337","publicationYear":"1989","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"wsp2366","publicationYear":"1990","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2366","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2366","title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","docAbstract":"A physically based point-infiltration model was developed for computing infiltration of rainfall into soils and the resulting runoff from small basins in Wyoming. The user describes a 'design storm' in terms of average rainfall intensity and storm duration. Information required to compute runoff for the design storm by using the model include (1) soil type and description, and (2) two infiltration parameters and a surface-retention storage parameter. Parameter values are tabulated in the report. Rainfall and runoff data for three ephemeral-stream basins that contain only one type of soil were used to develop the model. Two assumptions were necessary: antecedent soil moisture is some long-term average, and storm rainfall is uniform in both time and space. The infiltration and surface-retention storage parameters were determined for the soil of each basin. Observed rainstorm and runoff data were used to develop a separation curve, or incipient-runoff curve, which distinguishes between runoff and nonrunoff rainfall data. The position of this curve defines the infiltration and surface-retention storage parameters. \r\n\r\nA procedure for applying the model to basins that contain more than one type of soil was developed using data from 7 of the 10 study basins. For these multiple-soil basins, the incipient-runoff curve defines the infiltration and retention-storage parameters for the soil having the highest runoff potential. Parameters were defined by ranking the soils according to their relative permeabilities and optimizing the position of the incipient-runoff curve by using measured runoff as a control for the fit. Analyses of runoff from multiple-soil basins indicate that the effective contributing area of runoff is less than the drainage area of the basin. In this study, the effective drainage area ranged from 41.6 to 71.1 percent of the total drainage area. Information on effective drainage area is useful in evaluating drainage area as an independent variable in statistical analyses of hydrologic data, such as annual peak frequency distributions and sediment yield.A comparison was made of the sum of the simulated runoff and the sum of the measured runoff for all available records of runoff-producing storms in the 10 study basins. The sums of the simulated runoff ranged from 12.0 percent less than to 23.4 percent more than the sums of the measured runoff. A measure of the standard error of estimate was computed for each data set. These values ranged from 20 to 70 percent of the mean value of the measured runoff. \r\n\r\nRainfall-simulator infiltrometer tests were made in two small basins. The amount of water uptake measured by the test in Dugout Creek tributary basin averaged about three times greater than the amount of water uptake computed from rainfall and runoff data. Therefore, infiltrometer data were not used to determine infiltration rates for this study.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2366","usgsCitation":"Rankl, J.G., 1990, A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming: U.S. Geological Survey Water Supply Paper 2366, v, 29 p. :ill., maps ; 28 cm., https://doi.org/10.3133/wsp2366.","productDescription":"v, 29 p. :ill., maps ; 28 cm.","costCenters":[],"links":[{"id":138619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2366/report-thumb.jpg"},{"id":28801,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2366/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a91fd","contributors":{"authors":[{"text":"Rankl, James G.","contributorId":93026,"corporation":false,"usgs":true,"family":"Rankl","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18645,"text":"ofr89420 - 1990 - Chemical, tissue, and physical data from water and bottom material in the lower Calcasieu River, Louisiana, 1985-88","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr89420","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-420","title":"Chemical, tissue, and physical data from water and bottom material in the lower Calcasieu River, Louisiana, 1985-88","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89420","usgsCitation":"Demas, C.R., Demcheck, D., and Garrison, C., 1990, Chemical, tissue, and physical data from water and bottom material in the lower Calcasieu River, Louisiana, 1985-88: U.S. Geological Survey Open-File Report 89-420, vi, 281 p. :ill., map ;1990., https://doi.org/10.3133/ofr89420.","productDescription":"vi, 281 p. :ill., map ;1990.","costCenters":[],"links":[{"id":151960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0420/report-thumb.jpg"},{"id":47984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0420/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b843","contributors":{"authors":[{"text":"Demas, C. R.","contributorId":77178,"corporation":false,"usgs":true,"family":"Demas","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":179484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Demcheck, D.K.","contributorId":87968,"corporation":false,"usgs":true,"family":"Demcheck","given":"D.K.","affiliations":[],"preferred":false,"id":179485,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Garrison, C.R.","contributorId":100006,"corporation":false,"usgs":true,"family":"Garrison","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":179486,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":18465,"text":"ofr90570 - 1990 - Geohydrology and water quality of the Roubidoux Aquifer, northeastern Oklahoma","interactions":[],"lastModifiedDate":"2019-12-10T07:23:10","indexId":"ofr90570","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-570","title":"Geohydrology and water quality of the Roubidoux Aquifer, northeastern Oklahoma","docAbstract":"The Roubidoux aquifer is an important source of freshwater for public supplies, commerce, industry, and rural water districts in northeastern Oklahoma. Ground-water withdrawals from the aquifer in 1981 were estimated to be 4.8 million gallons per day, of which about 90 percent was withdrawn in Ottawa County. Wells drilled at the beginning of the 20th century originally flowed at the land surface, but in 1981 water levels ranged from 22 to 471 feet below land surface. A large cone of depression has formed as a result of ground water withdrawals near Miami. Wells completed in the Roubidoux aquifer have yields that range from about 100 to more than 1,000 gallons per minute.\r\nAn aquifer test and a digital ground-water flow model were used to estimate aquifer and confining-layer hydraulic characteristics. Using these methods, the transmissivity of the aquifer was estimated to be within a range of 400 to 700 square feet per day. The leakance of the confining layer was determined to be within a range from 0 to 0.13 per day, with a best estimate value in a range from 4.3 x 10-8 to 7.7 x 10-8 per day.\r\n\r\nAnalyses of water samples collected as part of this study and of water-quality data from earlier work indicate that a large areal change in major-ion chemistry occurs in ground water in the Roubidoux aquifer in northeastern Oklahoma. The ground water in the easternmost part of the study unit has relatively small dissolved-solids concentrations (less than 200 milligrams per liter) with calcium, magnesium, and bicarbonate as the major ions. Ground water in the westernmost part of the study unit has relatively large dissolved-solids concentrations (greater than 800 milligrams per liter) with sodium and chloride as the major ions. A transition zone of intermediate sodium, chloride, and dissolved-solids concentrations exists between the easternmost and westernmost parts of the study unit.\r\n\r\nThree water-quality problems are apparent in the Roubidoux aquifer in northeast Oklahoma: (1) Contamination by mine water, (2) large concentrations of sodium and chloride, and (3) large radium-226 concentrations.\r\n\r\nMany wells in the mining area have been affected by mine-water contamination. At present (1990), all instances of ground-water contamination by mine water can be explained by faulty seals or leaky casings in wells that pass through the zone of mine workings and down to the Roubidoux aquifer. None of the data available to date demonstrate that mine water has migrated from the Boone Formation through the pores and fractures of the intervening geologic units to the Roubidoux aquifer.\r\n\r\nGround water with large concentrations of sodium and chloride occurs at some depth throughout the study unit. In the eastern part of the study unit, chloride concentrations greater than 250 milligrams per liter are found at depths greater than approximately 1,200 to 1,500 feet. Data are too few to determine the depth to ground water with large concentrations of sodium and chloride in the southern and southwestern parts of the study unit.\r\n\r\nLarge concentrations of gross-alpha radioactivity in ground water occur near the western edge of the transition zone. Generally, ground water with large concentrations of gross-alpha radioactivity was found to exceed the maximum contaminant level for radium-226.\r\n\r\n(available as photostat copy only)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr90570","usgsCitation":"Christenson, S.C., Parkhurst, D.L., and Fairchild, R.W., 1990, Geohydrology and water quality of the Roubidoux Aquifer, northeastern Oklahoma: U.S. Geological Survey Open-File Report 90-570, Report: vi, 110 p.; 1 Plate: 20.60 x 31.11 inches, https://doi.org/10.3133/ofr90570.","productDescription":"Report: vi, 110 p.; 1 Plate: 20.60 x 31.11 inches","costCenters":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology 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,{"id":39656,"text":"pp1370G - 1990 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","interactions":[{"subject":{"id":12311,"text":"ofr84744 - 1984 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; characterization of the Bonneville region, Utah and Nevada","indexId":"ofr84744","publicationYear":"1984","noYear":false,"title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; characterization of the Bonneville region, Utah and Nevada"},"predicate":"SUPERSEDED_BY","object":{"id":39656,"text":"pp1370G - 1990 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","indexId":"pp1370G","publicationYear":"1990","noYear":false,"chapter":"G","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada"},"id":1}],"lastModifiedDate":"2017-08-31T15:40:00","indexId":"pp1370G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1370","chapter":"G","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","docAbstract":"<p>The Bonneville region of the Basin and Range province in westcentral Utah and adjacent Nevada includes several basins lying south of the Great Salt Lake Desert. Physiographically, the region consists of linear, north-trending mountain ranges separated by valleys, many of which are closed basins underlain by thick sequences of fill. Surface drainage of open basins and ground-water flow is to the Great Salt Lake Desert. In structure and composition the ranges are faulted Paleozoic rocks, locally intruded by Mesozoic and Tertiary plugs and stocks. In the southern and northeastern parts of the region, volcanic rocks are widespread and form large parts of some mountain ranges. The Paleozoic sedimentary rocks include great thicknesses of carbonate rocks which compose a significant aquifer in the region</p><p>Media considered to have potential for isolation of high-level radioactive waste in the region include intrusive rocks, such as granite; ash-flow tuff; and basalt and basaltic andesite lava flows. These rock types, basin fill, and possibly other rock types, may have potential as host media in the unsaturated zone. Quaternary tectonism in the region is evidenced by seismic activity, local areas of above-normal geothermal heat flow, Quaternary faulting, late Cenozoic volcanic activity, and active vertical crustal movement. </p><p>The Bonneville region is part of a large ground-water flow system that is integrated partly through basin-fill deposits, but largely through an underlying carbonate-rock sequence. The region includes: (1) several topographically closed basins with virtually no local surface discharge that are drained by the underlying carbonate-rock aquifer; (2) closed basins with local surface discharge by evapotranspiration; and (3) basins open to the Great Salt Lake Desert that discharge by groundwater underflow and evapotranspiration. The carbonate-rock aquifer discharges to large springs in the Desert and in basins tributary to the Desert. The climate is arid to semiarid with the greatest precipitation in the mountain ranges. Most recharge probably occurs by infiltration of runoff as it leaves the mountains, although some recharge probably occurs directly to the carbonate rocks in the mountain areas. The concentration of dissolved solids in ground water is generally less than 500 milligrams per liter. Dissolved-solids concentrations increase in the Great Salt Lake Desert and in major valleys adjoining the Desert. The predominant chemical constituents in ground water are calcium, magnesium, and sodium bicarbonate. Chloride-type water is associated with the higher dissolved-solids content of water in and near the Great Salt Lake Desert. </p><p>The majority of the mineral occurrences containing base- and precious-metal deposits in the Bonneville region are of Tertiary age. Fluorspar is the primary industrial mineral. Coal, oil, and gas have not been produced in significant amounts. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1370G","collaboration":"Prepared in cooperation with the States of Arizona, California, Idaho, Nevada, Mew Mexico, Texas, and Utah","usgsCitation":"1990, Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada: U.S. Geological Survey Professional Paper 1370, Report: viii, 38 p; 7 Plates: 31.00 in. x 35.00 in. or smaller, https://doi.org/10.3133/pp1370G.","productDescription":"Report: viii, 38 p; 7 Plates: 31.00 in. x 35.00 in. or smaller","startPage":"G1","endPage":"G38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":67373,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing relative ground-water traveltimes and flow paths at the water table and natural discharge areas, Bonneville Region, Utah and Nevada"},{"id":67371,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing hypothetical altitude of the regional potentiometric surface in the carbonate-rock aquifer and contiguous rocks at depth, Bonneville Region and vicinity, Utah and Nevada"},{"id":67372,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing hydrogeologic units and relative velocities of ground water at the water table, Bonneville Region, Utah and Nevada"},{"id":67370,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing potential host rocks and areas of thick unsaturated zones, Bonneville Region, Utah and Nevada"},{"id":67376,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1370g/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104617,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4827.htm","linkFileType":{"id":5,"text":"html"},"description":"4827"},{"id":119437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1370g/report-thumb.jpg"},{"id":67374,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrogeologic section A-A' showing ground-water flow paths and relative traveltimes, Bonneville Region, Utah and Nevada"},{"id":67375,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing general locations of the principal mining districts, Bonneville Region, Utah and Nevada"},{"id":67369,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Bonneville Region, Utah and Nevada"}],"country":"United States","state":"Nevada, Utah","otherGeospatial":"Bonneville Region","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a25e","contributors":{"editors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":709206,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":709207,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":709208,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":41077,"text":"ofr90188 - 1990 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989","interactions":[],"lastModifiedDate":"2022-10-26T18:13:16.040466","indexId":"ofr90188","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-188","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90188","usgsCitation":"Burtell, R.T., 1990, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989: U.S. Geological Survey Open-File Report 90-188, 1 Plate: 26.36 × 45.44 inches, https://doi.org/10.3133/ofr90188.","productDescription":"1 Plate: 26.36 × 45.44 inches","costCenters":[],"links":[{"id":170798,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":408761,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17875.htm","linkFileType":{"id":5,"text":"html"}},{"id":78937,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0188/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -83,\n              31\n            ],\n            [\n              -83,\n              26.5\n            ],\n            [\n              -80,\n              26.5\n            ],\n            [\n              -80,\n              31\n            ],\n            [\n              -83,\n              31\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682aaf","contributors":{"authors":[{"text":"Burtell, R. T.","contributorId":97551,"corporation":false,"usgs":true,"family":"Burtell","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":224439,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41616,"text":"ofr90206 - 1990 - Aeromagnetic map of parts of the San Diego, Santa Ana, and adjacent 1° x 2° quadrangles, California","interactions":[],"lastModifiedDate":"2022-12-05T19:46:47.087962","indexId":"ofr90206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-206","title":"Aeromagnetic map of parts of the San Diego, Santa Ana, and adjacent 1° x 2° quadrangles, California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90206","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Aeromagnetic map of parts of the San Diego, Santa Ana, and adjacent 1° x 2° quadrangles, California: U.S. Geological Survey Open-File Report 90-206, 1 Plate: 47.51 × 34.44 inches, https://doi.org/10.3133/ofr90206.","productDescription":"1 Plate: 47.51 × 34.44 inches","costCenters":[],"links":[{"id":410052,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17879.htm","linkFileType":{"id":5,"text":"html"}},{"id":79357,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0206/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","country":"United States","state":"California","otherGeospatial":"San Diego, Santa Ana, and adjacent 1° x 2° quadrangles","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118.0,32.5 ], [ -118.0,34.1167 ], [ -115.5,34.1167 ], [ -115.5,32.5 ], [ -118.0,32.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6974b9","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":530514,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29102,"text":"wri904019 - 1990 - Source, extent, and degradation of herbicides in a shallow aquifer near Hesston, Kansas","interactions":[],"lastModifiedDate":"2020-10-03T16:52:50.967125","indexId":"wri904019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4019","title":"Source, extent, and degradation of herbicides in a shallow aquifer near Hesston, Kansas","docAbstract":"Atrazine, alachlor, cyanazine, metolachlor, and metribuzin were detected in water from a domestic well completed in a shallow aquifer underlying the Harvey County Experiment Field near Hesston, Kansas. The study described in this report investigated the source, extent, and degradation of these five herbicides. Hydrogeologic analysis of the site enabled estimation of the degradation half-lives of the herbicides in the saturated zone. The most probable source of the contamination was back- siphonage or spillage of herbicides from a sprayer tank into a trench backfilled with sand. The herbicides moved downgradient to the domestic well and then moved into the aquifer via the annular space in the well. Once in the aquifer, the contaminants remained nearly stationary with very little lateral movement away from the point of injection. Decreases in herbicide concentrations were caused mainly by degradation of the parent compounds and to a lesser degree, by extensive pumping of the well.  Estimated herbicide degradation half-lives in the saturated environment were 1,000 days for atrazine, 400 days for alachlor, 250 days for cyanazine, 350 days for metolachlor, and 350 days for metribuzin. The herbicides will likely be eliminated from the soil and groundwater at the experiment field by continued natural degradation at the land surface and by degradation in and continued pumping of water from the aquifer. Pumping will remove any degradation products as well as the remaining parent compounds. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904019","usgsCitation":"Perry, C.A., 1990, Source, extent, and degradation of herbicides in a shallow aquifer near Hesston, Kansas: U.S. Geological Survey Water-Resources Investigations Report 90-4019, vi, 24 p., https://doi.org/10.3133/wri904019.","productDescription":"vi, 24 p.","costCenters":[],"links":[{"id":57955,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158944,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4019/report-thumb.jpg"}],"country":"United States","state":"Kansas","county":"Hesston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.43156433105469,\n              37.67675567800463\n            ],\n            [\n              -97.21458435058594,\n              37.67675567800463\n            ],\n            [\n              -97.21458435058594,\n              37.80761398306056\n            ],\n            [\n              -97.43156433105469,\n              37.80761398306056\n            ],\n            [\n              -97.43156433105469,\n              37.67675567800463\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6910fb","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200952,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28813,"text":"wri894200 - 1990 - Hydrogeologic, water-level, and water-quality data from monitoring wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","interactions":[],"lastModifiedDate":"2022-01-12T20:57:25.027065","indexId":"wri894200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4200","title":"Hydrogeologic, water-level, and water-quality data from monitoring wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","docAbstract":"Unlined hazardous-waste disposal sites at the U.S. Marine Corps Air Station, Cherry Point, North Carolina, are located near drinking-water supply wells that tap the Castle Hayne aquifer. Hydrogeologic and water-quality data were collected near 2 of these sites from 12 monitoring wells installed in May through June 1987.\r\n\r\nNear the northernmost landfill site, differences in hydraulic head between the surficial, intermediate Yorktown, and Castle Hayne aquifers indicate a potential for migration of contaminants downward into the intermediate Yorktown and Castle Hayne aquifers. Movement would be impeded, however, by two confining units of silty sand to sandy clay that separate these aquifers. Geophysical and lithologic data show the upper confining unit to be approximately 26 feet thick near this landfill.\r\n\r\nNear the southernmost landfill, these confining units are thin and discontinuous in an area that coincides with the location of a buried paleochannel. Static water-level data collected in this area indicate that both the Castle Hayne and Yorktown aquifers discharge into the surficial aquifer, minimizing the potential for downward contaminant movement. Ground water in the surficial aquifer at both landfills moves laterally away from nearby drinking-water supply wells and toward Slocum Creek, a tributary of the Neuse River.\r\n\r\nConcentrations of organic compounds and trace inorganic constituents included on the U.S. Environmental Protection Agency?s list of priority pollutants were determined for water samples from the surficial and Yorktown aquifers. High concentrations of two purgeable organic compounds, trichloroethylene and 1,2-dichloroethene (4,600 and 4,800 micrograms per liter, respectively), were detected in water samples collected from the surficial aquifer near the southernmost landfill; much smaller concentrations of trichloroethylene and 1,2-dichloroethene were detected in samples from wells in the Yorktown aquifer (up to 16 and 12 micrograms per liter, respectively). These compounds may have migrated into the Yorktown aquifer from the surficial aquifer during periods of pumping from nearby drinking-water supply wells if the pumping were sufficient to reverse the hydraulic head between these aquifers. Only trace amounts of organic compounds were detected in the surficial and Yorktown aquifers near the northernmost landfill. Trace metals were detected in most of the wells sampled near both landfills, but none exceeded U.S. Environmental Protection Agency drinking-water standards except for iron and manganese. Highest concentrations of priority pollutant metals detected were for zinc (60 micrograms per liter) and chromium (36 micrograms per liter).","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894200","usgsCitation":"Murray, L.C., and Keoughan, K.M., 1990, Hydrogeologic, water-level, and water-quality data from monitoring wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4200, v, 86 p., https://doi.org/10.3133/wri894200.","productDescription":"v, 86 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57678,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4200/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124220,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4200/report-thumb.jpg"},{"id":394275,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47276.htm"}],"country":"United States","state":"North Carolina","city":"Cherry Point","otherGeospatial":"US Marine Corps Air Station","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.9139,\n              34.8864\n            ],\n            [\n              -76.8944,\n              34.8864\n            ],\n            [\n              -76.8944,\n              34.9222\n            ],\n            [\n              -76.9139,\n              34.9222\n            ],\n            [\n              -76.9139,\n              34.8864\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627887","contributors":{"authors":[{"text":"Murray, L. C. Jr.","contributorId":25183,"corporation":false,"usgs":true,"family":"Murray","given":"L.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200438,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keoughan, K. M.","contributorId":94705,"corporation":false,"usgs":true,"family":"Keoughan","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200439,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20259,"text":"ofr90161 - 1990 - U.S. Geological Survey National Computer Technology Meeting; Program and abstracts, May 7-11, 1990","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr90161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-161","title":"U.S. Geological Survey National Computer Technology Meeting; Program and abstracts, May 7-11, 1990","docAbstract":"Computer-related information from all Divisions of the U.S. Geological Survey are discussed in this compilation of abstracts. Some of the topics addressed are system administration; distributed information systems and data bases, both current (1990) and proposed; hydrologic applications; national water information systems; geographic information systems applications and techniques. The report contains some of the abstracts that were presented at the National Computer Technology Meeting that was held in May 1990. The meeting was sponsored by the Water Resources Division and was attended by more than 200 technical and managerial personnel representing all the Divisions of the U.S. Geological Survey. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr90161","usgsCitation":"Balthrop, B.H., and Baker, E., 1990, U.S. Geological Survey National Computer Technology Meeting; Program and abstracts, May 7-11, 1990: U.S. Geological Survey Open-File Report 90-161, xviii, 56 p. ;28 cm., https://doi.org/10.3133/ofr90161.","productDescription":"xviii, 56 p. ;28 cm.","costCenters":[],"links":[{"id":1126,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_90-161","linkFileType":{"id":5,"text":"html"}},{"id":153421,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2be4b07f02db6130cb","contributors":{"authors":[{"text":"Balthrop, B. H. (compiler)","contributorId":92286,"corporation":false,"usgs":true,"family":"Balthrop","given":"B.","suffix":"(compiler)","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":182342,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Baker, E.G.","contributorId":84382,"corporation":false,"usgs":true,"family":"Baker","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":182341,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68284,"text":"ha711A - 1990 - Major geohydrologic units in and adjacent to the Ozark Plateaus province, Missouri, Arkansas, Kansas, and Oklahoma","interactions":[],"lastModifiedDate":"2022-02-04T20:06:09.814879","indexId":"ha711A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"711","chapter":"A","title":"Major geohydrologic units in and adjacent to the Ozark Plateaus province, Missouri, Arkansas, Kansas, and Oklahoma","docAbstract":"<p>An investigation of the geohydrologic system in the Ozark Plateaus province (index map and Fenneman, 1938) has been made as part of the Central Midwest Regional Aquifer System Analysis (Jorgensen and Signor, 1981), a major study of the regional aquifer system in parts of 10 States. The study is one of several by the U.S. Geological Survey that are designed to increase knowledge of the flow regime and geohydrologic properties of regional aquifer systems in the United States. Because a large quantity of fresh ground water is available in aquifers underlying the Ozark Plateaus province, a subregional project has been established to study the geohydrologic units of this area in more detail than is practical in the regional study. The stratigraphic and geologic relationships among the primary geohydrologic units in and adjacent to the Ozark Plateaus is depicted in this atlas (Chapter A). This is the first of a series of chapters (A-H) that includes maps of the altitude of the top, thickness, potentiometric surface, and percentage-of-shale content of individual geohydrologic units.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha711A","usgsCitation":"Imes, J.L., 1990, Major geohydrologic units in and adjacent to the Ozark Plateaus province, Missouri, Arkansas, Kansas, and Oklahoma: U.S. Geological Survey Hydrologic Atlas 711, 1 Plate: 41.94 × 40.29 inches, https://doi.org/10.3133/ha711A.","productDescription":"1 Plate: 41.94 × 40.29 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":186047,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395477,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16113.htm"},{"id":89703,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/711a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","country":"United States","state":"Arkansas, Kansas, Missouri, Oklahoma","otherGeospatial":"Ozark Plateaus","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.25,35.05 ], [ -96.25,39.667 ], [ -89.1,39.667 ], [ -89.1,35.05 ], [ -96.25,35.05 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649770","contributors":{"authors":[{"text":"Imes, Jeffrey L. jimes@usgs.gov","contributorId":2983,"corporation":false,"usgs":true,"family":"Imes","given":"Jeffrey","email":"jimes@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":277964,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29108,"text":"wri904017 - 1990 - Trends and comparison of water quality and bottom material of northeastern Arkansas streams, 1974-85, and effects of planned diversions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri904017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4017","title":"Trends and comparison of water quality and bottom material of northeastern Arkansas streams, 1974-85, and effects of planned diversions","docAbstract":"Water quality of several rivers in Arkansas was compared using median values at individual water quality stations. Differences were detected in several properties, including common dissolved constituents, alkalinity, nutrients, fecal coliform bacteria, trace metals, pesticides, and sediment. In bottom material, organochlorine pesticides were detected much more frequently than organophosphorus pesticides and were higher in rivers with beds of fine-gradient particles. Time trends were examined using the Seasonal Kendall test. Trends in conductance, sodium adsorption ratio, chloride, phosphorus, and ammonia were usually not detectable. Sulfate concentrations were increasing at approximately one-half of the stations studied while fecal-coliform bacteria concentrations decreased at approximately one-half of the stations. The most potentially detrimental effects upon water quality resulting from surface water diversions were related to increases of common dissolved constituents. From available data, the largest of these increases would be caused by diversion from the Arkansas River. Potential effects not specifically examined include resuspension of bottom materials resulting from construction and operation of the diversion system. Use of some surface waters for artificial recharge of the alluvial aquifer may adversely affect the recharge systems or the aquifer. Possible effects include plugging of the injection well and the aquifer. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904017","usgsCitation":"Petersen, J.C., 1990, Trends and comparison of water quality and bottom material of northeastern Arkansas streams, 1974-85, and effects of planned diversions: U.S. Geological Survey Water-Resources Investigations Report 90-4017, ix, 215 p. :maps ;28 cm., https://doi.org/10.3133/wri904017.","productDescription":"ix, 215 p. :maps ;28 cm.","costCenters":[],"links":[{"id":158954,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4017/report-thumb.jpg"},{"id":57978,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626777","contributors":{"authors":[{"text":"Petersen, J. C.","contributorId":8106,"corporation":false,"usgs":true,"family":"Petersen","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200960,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29261,"text":"wri904027 - 1990 - Analysis of the effects of hypothetical changes in ground-water withdrawal from the Floridan aquifer system in the area of Glynn County, Georgia","interactions":[],"lastModifiedDate":"2017-01-25T11:39:00","indexId":"wri904027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4027","title":"Analysis of the effects of hypothetical changes in ground-water withdrawal from the Floridan aquifer system in the area of Glynn County, Georgia","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904027","usgsCitation":"Randolph, R., and Krause, R., 1990, Analysis of the effects of hypothetical changes in ground-water withdrawal from the Floridan aquifer system in the area of Glynn County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 90-4027, v, 32 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri904027.","productDescription":"v, 32 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":121515,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4027/report-thumb.jpg"},{"id":58111,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4027/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58112,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4027/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58113,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4027/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","county":"Glynn County","otherGeospatial":"Floridan aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.1502685546875,\n              30.45340913020357\n            ],\n            [\n              -82.1502685546875,\n              31.358327833411288\n            ],\n            [\n              -81.01867675781249,\n              31.358327833411288\n            ],\n            [\n              -81.01867675781249,\n              30.45340913020357\n            ],\n            [\n              -82.1502685546875,\n              30.45340913020357\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680133","contributors":{"authors":[{"text":"Randolph, R.B.","contributorId":38606,"corporation":false,"usgs":true,"family":"Randolph","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":201235,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krause, R.E.","contributorId":73210,"corporation":false,"usgs":true,"family":"Krause","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":201236,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3976,"text":"cir1049 - 1990 - Applicability of ambient toxicity testing to national or regional water-quality assessment","interactions":[{"subject":{"id":18807,"text":"ofr8955 - 1989 - Applicability of ambient toxicity testing to national or regional water-quality assessment","indexId":"ofr8955","publicationYear":"1989","noYear":false,"title":"Applicability of ambient toxicity testing to national or regional water-quality assessment"},"predicate":"SUPERSEDED_BY","object":{"id":3976,"text":"cir1049 - 1990 - Applicability of ambient toxicity testing to national or regional water-quality assessment","indexId":"cir1049","publicationYear":"1990","noYear":false,"title":"Applicability of ambient toxicity testing to national or regional water-quality assessment"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"cir1049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"1049","title":"Applicability of ambient toxicity testing to national or regional water-quality assessment","docAbstract":"Comprehensive assessment of the quality of natural waters requires a multifaceted approach. Descriptions of existing conditions may be achieved by various kinds of chemical and hydrologic analyses, whereas information about the effects of such conditions on living organisms depends on biological monitoring. Toxicity testing is one type of biological monitoring that can be used to identify possible effects of toxic contaminants. \r\n\r\nBased on experimentation designed to monitor responses of organisms to environmental stresses, toxicity testing may have diverse purposes in water-quality assessments. These purposes may include identification of areas that warrant further study because of poor water quality or unusual ecological features, verification of other types of monitoring, or assessment of contaminant effects on aquatic communities. Toxicity-test results are most effective when used as a complement to chemical analyses, \r\n\r\nhydrologic measurements, and other biological monitoring. However, all toxicity-testing procedures have certain limitations that must be considered in developing the methodology and applications of toxicity testing in any large-scale water-quality-assessment program. A wide variety of toxicity-test methods have been developed to fulfill the needs of diverse applications. The methods differ primarily in the selections made relative to four characteristics: (1) test species, (2) endpoint (acute or chronic), (3) test-enclosure type, and (4) test substance (toxicant) that functions as the environmental stress. Toxicity-test approaches vary in their capacity to meet the needs of large-scale assessments of existing water quality. Ambient testing, whereby the test organism is exposed to naturally occurring substances that contain toxicant mixtures in an organic or inorganic matrix, is more likely to meet these needs than are procedures that call for exposure of the test organisms to known concentrations of a single toxicant. However, meaningful interpretation of ambient test results depends on the existence of accompanying chemical analysis of the ambient media. The ambient test substance may be water or sediments. \r\n\r\nSediment tests have had limited application, but they are useful because most toxicants tend to accumulate in sediments and many test species either inhabit the sediments or are in frequent contact with them. Biochemical testing methods, which have been developing rapidly in recent years, are likely to be among the most useful procedures for large-scale water-quality assessments. They are relatively rapid and simple, and more. importantly, they focus on biochemical changes that are the initial responses of virtually all organisms to environmental stimuli. \r\n\r\nMost species are sensitive to relatively few toxicants, and their sensitivities vary as conditions change. Therefore, each test method has particular uses and limitations, and no single test has universal applicability. One of the most informative approaches to toxicity testing is to combine biochemical tests with other test methods in a 'battery of tests' that is diversified enough to characterize different types of toxicants and different trophic levels. However, such an approach can be costly, and if not carefully designed, it may not yield enough additional information to warrant the additional cost. \r\n\r\nThe application of toxicity tests to large-scale water-quality assessments is hampered by a number of difficulties. Toxicity tests often are not sensitive enough to enable detection of most contaminant problems in the natural environment. Furthermore, because sensitivities among different species and test conditions can be highly variable, conclusions about the toxicant problems of an ecosystem are strongly dependent on the test procedure used. In addition, the experimental systems used in toxicity tests cannot replicate the complexity or variability of natural conditions, and positive test results cannot identify the source or nature of","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/cir1049","usgsCitation":"Elder, J.F., 1990, Applicability of ambient toxicity testing to national or regional water-quality assessment: U.S. Geological Survey Circular 1049, iv, 49 p. :ill. ;28 cm., https://doi.org/10.3133/cir1049.","productDescription":"iv, 49 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1990/1049/report-thumb.jpg"},{"id":31061,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1990/1049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ac0b","contributors":{"authors":[{"text":"Elder, John F.","contributorId":23919,"corporation":false,"usgs":true,"family":"Elder","given":"John","email":"","middleInitial":"F.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":147937,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29020,"text":"wri894048 - 1990 - Altitude of potentiometric surface, fall 1985, and historic water-level changes in the Fort Pillow aquifer in western Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri894048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4048","title":"Altitude of potentiometric surface, fall 1985, and historic water-level changes in the Fort Pillow aquifer in western Tennessee","docAbstract":"Recharge to the Fort Pillow aquifer of Tertiary age in Tennessee is from precipitation on the outcrop, which forms a narrow belt across western Tennessee, and by downward infiltration of water from the overlying fluvial deposits of Tertiary and Quaternary age and alluvium of Quaternary age or, where the upper confining unit is absent, from the overlying Memphis aquifer of Tertiary age. The potentiometric surface in the Fort Pillow aquifer slopes gently westward from the outcrop-recharge area, and the water moves slowly in that direction. A depression in the potentiometric surface in the Memphis area is the result of past pumping at Memphis Light, Gas and Water Division (MLGW) well fields (1924-74), and past and present pumping at an industrial well field at Memphis, and the municipal well field at West Memphis, Ark. Water levels in areas affected by pumping have declined at average rates ranging from 0.4 to 0. 9 ft/year during the period 1945-85. The greatest rate of decline was as much as 4.0 ft/year between 1945 and 1954 in an observation well in a well field of MLGW at Memphis. In 1971, MLGW ceased pumping from the Fort Pillow aquifer at this well field, and between 1972 and 1976, water levels rose about 28 ft in this well. Withdrawals from the Fort Pillow aquifer in western Tennessee in 1985 averaged about 12 million gal/day. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894048","usgsCitation":"Parks, W.S., and Carmichael, J.K., 1990, Altitude of potentiometric surface, fall 1985, and historic water-level changes in the Fort Pillow aquifer in western Tennessee: U.S. Geological Survey Water-Resources Investigations Report 89-4048, iii, 8 p. :ill. ;28 cm., https://doi.org/10.3133/wri894048.","productDescription":"iii, 8 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2288,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri89-4048","linkFileType":{"id":5,"text":"html"}},{"id":124140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_89_4048.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689b98","contributors":{"authors":[{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200802,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200801,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29369,"text":"wri894002 - 1990 - Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri894002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4002","title":"Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana","docAbstract":"The potential for developing water supplies from the alluvium along the Powder River between Sussex, Wyoming, and Moorehead, Montana, is very limited. The areal extent and saturated thickness of the alluvium are not large. Water in the alluvium primarily is derived from seepage from the river, which goes dry periodically. Low flow is sustained by groundwater discharge or irrigation return flow near Sussex, but not near Arvada, Wyoming , or Moorhead. The alluvium and the river have good hydraulic connection, but evidently are isolated from the bedrock. Pumpage from wells completed in the alluvium is highly dependent on water supplied directly from the river. The quality of water in the alluvium also limits use of the water. Although the quality improves downstream, it is unacceptable for drinking water and possibly for irrigation and some industrial uses, but is acceptable for most livestock watering. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports Section [distributor],","doi":"10.3133/wri894002","usgsCitation":"Ringen, B.H., and Daddow, P., 1990, Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana: U.S. Geological Survey Water-Resources Investigations Report 89-4002, v, 48 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894002.","productDescription":"v, 48 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4002/report-thumb.jpg"},{"id":58216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbd9","contributors":{"authors":[{"text":"Ringen, B. H.","contributorId":13987,"corporation":false,"usgs":true,"family":"Ringen","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daddow, P. B.","contributorId":26700,"corporation":false,"usgs":true,"family":"Daddow","given":"P. B.","affiliations":[],"preferred":false,"id":201422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29026,"text":"wri904092 - 1990 - Hydrogeology and preliminary assessment of the potential for contamination of the Memphis aquifer in the Memphis area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri904092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4092","title":"Hydrogeology and preliminary assessment of the potential for contamination of the Memphis aquifer in the Memphis area, Tennessee","docAbstract":"Detailed maps of the thickness of the\r\nJackson-upper Claibome confining unit and the\r\naltitude of the water table in the alluvium andfluvial\r\ndeposits provide much new information concerning\r\nareas where downward leakage is or may be\r\noccurringfrom the water-table aquifers to theMemphrj\r\naqutyer in the Memphis area. A detailed map\r\nof the altitude of the potentiometric surface of the\r\nMemphis aquifer and the locations of 44sites where\r\ncontaminants have been detected in the water-table\r\naquifers indicate that many of these sites are located\r\nin areas where the direction of ground-water flow in\r\nthe Memphis aquifer is toward municipal well\r\nfields. Consequently, if contaminants enter the\r\nMemphis aquifer, a hydraulic potential exists for\r\ntheir transport to those wellfields.\r\nRecently (19&S-88), volatile organic compounds\r\nwere detected in water from five municipal\r\nwells screened in the Memphis aquifer - three in the\r\nAllen well field of the Memphis Light, Gas and\r\nWater Division at Memphis and two in the west well\r\nfield at Collierville. Concentrations of seven volatile\r\norganic compounds totaled about II microgramsperliterin\r\nasamplefrom one well in theAllen\r\nwellfield at Memphis, and the concentration of one\r\ncompound was 25 micrograms per liter in a sample\r\nj?om one well at Collierville. These are the first\r\nreported occurrences of synthetic organic compounds\r\nin the Memphis aquifer andprove that the\r\nprincipal aquifer in the Memphis area is vulnerable\r\nto contamination.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904092","usgsCitation":"Parks, W.S., 1990, Hydrogeology and preliminary assessment of the potential for contamination of the Memphis aquifer in the Memphis area, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 90-4092, iv, 39 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri904092.","productDescription":"iv, 39 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":2293,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904092/","linkFileType":{"id":5,"text":"html"}},{"id":159409,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":57887,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4092/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57888,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4092/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57889,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4092/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57890,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4092/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a642b","contributors":{"authors":[{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200814,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20068,"text":"ofr90419 - 1990 - Analytical results for 41 water samples from the South Kawishiwi River study area, northeastern Minnesota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:50","indexId":"ofr90419","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-419","title":"Analytical results for 41 water samples from the South Kawishiwi River study area, northeastern Minnesota","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr90419","usgsCitation":"McHugh, J.B., Ficklin, W.H., and Miller, W.R., 1990, Analytical results for 41 water samples from the South Kawishiwi River study area, northeastern Minnesota: U.S. Geological Survey Open-File Report 90-419, 8 p. :maps ;28 cm., https://doi.org/10.3133/ofr90419.","productDescription":"8 p. :maps ;28 cm.","costCenters":[],"links":[{"id":153603,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0419/report-thumb.jpg"},{"id":49622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0419/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67caaf","contributors":{"authors":[{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":182000,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ficklin, W. H.","contributorId":89517,"corporation":false,"usgs":true,"family":"Ficklin","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":182001,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, W. R.","contributorId":92239,"corporation":false,"usgs":true,"family":"Miller","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":182002,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26716,"text":"wri904136 - 1990 - Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio","interactions":[],"lastModifiedDate":"2025-01-08T22:34:40.636752","indexId":"wri904136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4136","title":"Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio","docAbstract":"<p>Two small watersheds in eastern Ohio that were surface mined for coal and reclaimed were studied during 1986-89. Water-level and water-quality data were compared with similar data collected during previous investigations conducted during 1976-83 to determine long-term effects of surface mining on the hydrologic system. Before mining, the watersheds were characterized by sequences of flat-lying sedimentary rocks containing two major coal seams and underclays. An aquifer was present above each of the underclays. Surface mining removed the upper aquifer, stripped the coal seam, and replaced the sediment. This created a new upper aquifer with different hydraulic and chemical characteristics. Mining did not disturb the middle aquifer. A third, deeper aquifer in each watershed was not studied. </p><p>Water levels were continuously recorded in one well in each aquifer. Other wells were measured every 2 months. Water levels in the upper aquifers reached hydraulic equilibrium from 2 to 5 years after mining ceased. Water levels in the middle aquifers increased more than 5 feet during mining and reached equilibrium almost immediately thereafter. </p><p>Water samples were collected from three upper-aquifer well, a seep from the upper aquifer, and the stream in each watershed. Two samples were collected in 1986 and 1987, and one each in 1988 and 1989. In both watersheds, sulfate replaced bicarbonate as the dominant upper-aquifer and surface-water anion after mining. </p><p>For the upper aquifer of a watershed located in Muskingum County, water-quality data were grouped into premining and late postmining time periods (1986-89). The premining median pH and concentration of dissolved solids and sulfate were 7.6, 378 mg/L (milligrams per liter), and 41 mg/L, respectively. The premining median concentrations of iron and manganese were 10 μg/L (micrograms per liter) and 25 μg/L, respectively. The postmining median values of pH, dissolved solids, and sulfate were 6.7, 1,150 mg/L, and 560 mg/L, respectively. The postmining median concentrations of iron and manganese were 3,900 μg/L and 1,900 μg/L, respectively. </p><p>For the upper aquifer of a watershed located in Jefferson County, the water-quality data were grouped into three time periods of premining, early postmining, and late postmining. The premining median pH and concentrations of dissolved solids and sulfate were 7.0, 335 mg/L, and 85 mg/L, respectively. The premining median concentrations of iron and manganese were 30 μg/L for each constituent. Late postmining median pH and concentrations of dissolved solids and sulfate were 6.7, 1,495 mg/L, and 825 mg/L, respectively. The postmining median concentrations of iron and manganese were 31 μg/L and 1,015 μg/L, respectively. Chemistry of water in the middle aquifer in each watershed underwent similar changes. </p><p>In general, statistically significant increases in concentrations of dissolved constituents occurred because of surface mining. In some constituents, concentrations increased by more than an order of magnitude. The continued decrease in pH indicated that ground water had no reached geochemical equilibrium in either watershed more than 8 years after mining.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904136","usgsCitation":"Cunningham, W.L., and Jones, R., 1990, Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 90-4136, vi, 74 p., https://doi.org/10.3133/wri904136.","productDescription":"vi, 74 p.","costCenters":[],"links":[{"id":124827,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4136/report-thumb.jpg"},{"id":55590,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465924,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47392.htm","text":"Jefferson County site","linkFileType":{"id":5,"text":"html"}},{"id":465925,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47393.htm","text":"Muskingum County site","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Ohio","county":"Jefferson County, Muskingum County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-80.6653,40.5829],[-80.6649,40.5798],[-80.6626,40.5746],[-80.6581,40.5708],[-80.6459,40.5623],[-80.6423,40.5585],[-80.6393,40.554],[-80.6375,40.5499],[-80.6348,40.5457],[-80.6325,40.5428],[-80.6309,40.541],[-80.6301,40.54],[-80.6272,40.5361],[-80.6254,40.5333],[-80.6248,40.5312],[-80.6245,40.5287],[-80.6238,40.5251],[-80.622,40.5206],[-80.6203,40.5165],[-80.6176,40.5083],[-80.6128,40.5016],[-80.6098,40.4977],[-80.6071,40.4945],[-80.6024,40.4899],[-80.6,40.4863],[-80.5978,40.4821],[-80.5973,40.4785],[-80.5959,40.4761],[-80.5956,40.4753],[-80.5957,40.4699],[-80.597,40.4644],[-80.6003,40.4576],[-80.604,40.4514],[-80.6078,40.4455],[-80.611,40.4392],[-80.6116,40.4375],[-80.6122,40.4349],[-80.6128,40.429],[-80.6131,40.4267],[-80.6132,40.4247],[-80.6122,40.417],[-80.6117,40.412],[-80.6122,40.4092],[-80.6125,40.4081],[-80.6131,40.4066],[-80.6146,40.4053],[-80.6162,40.4041],[-80.6204,40.4013],[-80.6252,40.3986],[-80.6282,40.3963],[-80.6288,40.3954],[-80.6294,40.3945],[-80.6294,40.3933],[-80.6291,40.3923],[-80.6274,40.39],[-80.6238,40.3881],[-80.619,40.3854],[-80.616,40.3842],[-80.6155,40.3839],[-80.6118,40.3819],[-80.6113,40.3815],[-80.6089,40.3798],[-80.6069,40.376],[-80.6062,40.3733],[-80.6061,40.3725],[-80.6056,40.3692],[-80.6062,40.3666],[-80.608,40.3624],[-80.6098,40.3574],[-80.6109,40.3521],[-80.6103,40.3485],[-80.6093,40.3448],[-80.6069,40.3416],[-80.6054,40.3393],[-80.6046,40.338],[-80.6029,40.3352],[-80.6012,40.3315],[-80.6,40.3297],[-80.5996,40.3268],[-80.5991,40.322],[-80.6003,40.317],[-80.6023,40.3112],[-80.6036,40.3092],[-80.6051,40.3071],[-80.6084,40.3024],[-80.6092,40.3013],[-80.6134,40.2952],[-80.6158,40.2911],[-80.6168,40.2888],[-80.6174,40.2869],[-80.6167,40.2839],[-80.6164,40.2825],[-80.6158,40.2783],[-80.616,40.2737],[-80.6172,40.2691],[-80.6194,40.2666],[-80.6204,40.2656],[-80.6252,40.2621],[-80.63,40.2598],[-80.6354,40.2566],[-80.6426,40.2543],[-80.6497,40.2498],[-80.6528,40.2462],[-80.6559,40.2421],[-80.6564,40.2415],[-80.6575,40.2387],[-80.6593,40.2342],[-80.6604,40.2311],[-80.6616,40.2279],[-80.664,40.222],[-80.6648,40.2179],[-80.665,40.2165],[-80.6658,40.2111],[-80.6669,40.2075],[-80.6686,40.2024],[-80.6704,40.1984],[-80.674,40.1947],[-80.6775,40.191],[-80.6811,40.1865],[-80.6847,40.1829],[-80.6901,40.177],[-80.6958,40.1688],[-80.7014,40.1612],[-80.7027,40.1571],[-80.7658,40.1598],[-80.7665,40.1548],[-80.8747,40.1594],[-80.8825,40.1595],[-80.875,40.3064],[-80.8749,40.3095],[-80.8722,40.3757],[-80.8715,40.3793],[-80.8673,40.3793],[-80.8651,40.4214],[-80.8657,40.4228],[-80.8747,40.4234],[-80.8886,40.4235],[-80.9418,40.4247],[-80.9417,40.4269],[-80.9417,40.4278],[-80.9402,40.4686],[-80.9372,40.4682],[-80.9366,40.4686],[-80.9245,40.468],[-80.9235,40.4839],[-80.9235,40.4852],[-80.9207,40.5564],[-80.8633,40.5552],[-80.8622,40.5997],[-80.8375,40.5984],[-80.8326,40.5984],[-80.7497,40.5972],[-80.7473,40.5972],[-80.747,40.5831],[-80.6653,40.5829]]],[[[-81.7166,40.1525],[-81.7226,40.0392],[-81.7286,39.9322],[-81.6908,39.9311],[-81.694,39.8558],[-81.6935,39.8554],[-81.6942,39.8422],[-81.6976,39.7556],[-81.8154,39.7604],[-81.9093,39.7645],[-82.0762,39.7706],[-82.0742,39.8051],[-82.0729,39.816],[-82.1322,39.8189],[-82.1705,39.8203],[-82.1623,39.9051],[-82.1617,39.9092],[-82.1671,39.9096],[-82.2343,39.9134],[-82.2343,39.9171],[-82.2336,39.9207],[-82.2317,39.9479],[-82.2317,39.9511],[-82.2131,39.951],[-82.1987,39.9501],[-82.1987,39.9555],[-82.1974,39.9673],[-82.1968,39.9727],[-82.1974,39.9755],[-82.1922,40.0738],[-82.1922,40.077],[-82.1876,40.1668],[-82.0931,40.1629],[-82.0005,40.1603],[-81.9048,40.1581],[-81.8224,40.1558],[-81.8098,40.1553],[-81.796,40.1548],[-81.79,40.1543],[-81.784,40.1543],[-81.7166,40.1525]]]]},\"properties\":{\"name\":\"Jefferson\",\"state\":\"OH\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6de4b07f02db63ee45","contributors":{"authors":[{"text":"Cunningham, W. L.","contributorId":22801,"corporation":false,"usgs":true,"family":"Cunningham","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196878,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, R.L.","contributorId":39785,"corporation":false,"usgs":true,"family":"Jones","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":196879,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29023,"text":"wri884181 - 1990 - Geology and ground-water resources of the Cockfield Formation in western Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri884181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-4181","title":"Geology and ground-water resources of the Cockfield Formation in western Tennessee","docAbstract":"The Cockfield Formation of the Claiborne Group of Tertiary age underlies approximately 4,000 sq mi in western Tennessee. The formation consists primarily of lenticular beds of very fine to coarse sand, silt, clay, and lignite. The Cockfield Formation has been extensively eroded, and the original thickness is preserved only in a few areas where the formation ranges from 235 to 270 ft in thickness. Recharge to the Cockfield aquifer is from precipitation on sparse outcrops or by downward infiltration of water from the overlying fluvial deposits of Tertiary and Quaternary age and alluvium of Quaternary age or, where present, the overlying Jackson Formation of Tertiary age. Data from two observation wells indicate that water levels have risen at average rates of about 0.5 and 0.7 ft/year during the period 1980-85. Water from the Cockfield aquifer is a calcium bicarbonate type that contains low concentrations of most major constituents, and generally is suitable for most uses. Dissolved-solids concentrations range from 44 to 218 mg/L. Data from two aquifer tests indicate transmissivities of 2,500 and 6 ,000 sq ft/day and storage coefficients of 0.0003 and 0.0007, respectively. The Cockfield aquifer presently provides small to moderate quantities of water for several public and industrial water supplies and small quantities to numerous domestic and farm wells. Withdrawals for public and industrial supplies in 1983 averaged about 3.3 million gal/day. (USGS)","language":"ENGLISH","publisher":"Department of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884181","usgsCitation":"Parks, W.S., and Carmichael, J.K., 1990, Geology and ground-water resources of the Cockfield Formation in western Tennessee: U.S. Geological Survey Water-Resources Investigations Report 88-4181, iv, 17 p. :ill. (some col.), one col. map ;28 cm., https://doi.org/10.3133/wri884181.","productDescription":"iv, 17 p. :ill. (some col.), one col. map ;28 cm.","costCenters":[],"links":[{"id":2290,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri88-4181","linkFileType":{"id":5,"text":"html"}},{"id":126785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_88_4181.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685834","contributors":{"authors":[{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200808,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65725,"text":"i2178 - 1990 - Indexes of Mars topographic maps published by the U.S. Geological Survey, June 1, 1990","interactions":[],"lastModifiedDate":"2012-02-02T00:13:12","indexId":"i2178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2178","subseriesTitle":"NONE","title":"Indexes of Mars topographic maps published by the U.S. Geological Survey, June 1, 1990","language":"ENGLISH","doi":"10.3133/i2178","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Indexes of Mars topographic maps published by the U.S. Geological Survey, June 1, 1990: U.S. Geological Survey IMAP 2178, 6 maps on 1 sheet ;sheet 92 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2178.","productDescription":"6 maps on 1 sheet ;sheet 92 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190348,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260789,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2178/plate-1.pdf"}],"scale":"100000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf10","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":534095,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29025,"text":"wri884182 - 1990 - Geology and ground-water resources of the Memphis Sand in western Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri884182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-4182","title":"Geology and ground-water resources of the Memphis Sand in western Tennessee","docAbstract":"The Memphis Sand of the Claiborne Group of Tertiary age underlies approximately 7,400 square miles in western Tennessee. The formation primarily consists of a thick body of veryfine to very coarse sand that includes subordinate lenses or beds of clay and silt at various horizons. The Memphis Sand ranges from 0 to about 900 feet in thickness, but where the original thickness is preserved, it is about 400 to 900 feet thick. The Memphis Sand yields water to wells in most of the area of occurrence in western Tennessee and, where saturated, makes up the Memphis aquifer.\r\n\r\nRecharge to the Memphis aquifer is from precipitation on the outcrop, which is a broad belt across western Tennessee, or by downward infiltration of water from the overlying fluvial deposits of Tertiary(?) and Quatemary age and alluvium of Quatemary age. Long-term data from five observation wells indicate that water levels have declined at average rates rangingfrom less than 0.1 to 1.3 feet per year during the period 1928-83. The largest declines have been in the Memphis area. Water from the Memphis aquifer generally is a calcium bicarbonate type, but locally is a sodium bicarbonate or mixed type. The water contains low concentrations of most major constituents and generally is suitable for most uses. Dissolved-solids concentrations range from 19 to 333 milligrams per liter. The results from 76 aquifer tests made in the Memphis area and western Tennessee during the period 1949-62 indicate that transmissivities range from 2,700 to 53,500 feet squared per day, and storage coefficients range from 0.0001 to 0.003. The Memphis aquifer provides moderate to large quantities of water for many public and industrial water supplies in western Tennessee and small quantities to numerous domestic and farm wells. Withdrawals for public and industrial supplies in 1983 averaged about 227 million gallons per day, of which 183 million gallons per day were in the Memphis area. The Memphis aquifer has much potential for future use, particularly at places outside the Memphis area.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884182","usgsCitation":"Parks, W.S., and Carmichael, J.K., 1990, Geology and ground-water resources of the Memphis Sand in western Tennessee: U.S. Geological Survey Water-Resources Investigations Report 88-4182, iv, 30 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wri884182.","productDescription":"iv, 30 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":2292,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri88-4182","linkFileType":{"id":5,"text":"html"}},{"id":123455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_88_4182.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6854ed","contributors":{"authors":[{"text":"Parks, William Scott","contributorId":52148,"corporation":false,"usgs":true,"family":"Parks","given":"William","email":"","middleInitial":"Scott","affiliations":[],"preferred":false,"id":200812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200813,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68682,"text":"ha720E - 1990 - Hydrogeology of the Cliff House Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2022-02-03T19:38:10.681088","indexId":"ha720E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"720","chapter":"E","title":"Hydrogeology of the Cliff House Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"<p>This report is one in a series resulting from the U.S. Geological Survey's Regional Aquifer-System Analysis (RASA) study of the San Juan structural basin that began in October 1984. Previous reports in the series describe the hydrogeology of the Dakota Sandstone (Craigg and others, 1989), Point Lookout Sandstone (Craigg and others, 1990), Morrison Formation (Dam and others, 1990), Gallup Sandstone (Kernodle and others, 1989), and Menefee Formation (Levings and others, 1990) in the San Juan structural basin. The purposes of the RASA (Welder, 1986) are to: (1) Define and evaluate the aquifer system; (2) assess the effects of past, present, and potential ground-water use on aquifers and streams; and (3) determine the availability and quality of ground water. <br />This report summarizes information on the geology and the occurrence and quality of water in the Cliff House Sandstone, one of the primary water-bearing units in the regional aquifer system. Data used in this report were collected during the study or were derived from existing records in the U.S. Geological Survey's computerized National Water Information System (NWIS) data base, the Petroleum Information Corporation's data base, and the Dwight's ENERGYDATA Inc. BRIN data base. Although all data available for the Cliff House Sandstone were considered in formulating the discussions in the text, not all those data could be plotted on the illustrations. <br />The San Juan structural basin is in New Mexico, Colorado, Arizona, and Utah and has an area of about 21,600 square miles (fig. 1). The structural basin is about 140 miles wide and about 200 miles long. The study area is that part of the structural basin that contains rocks of Triassic or younger age and, therefore, is less extensive than the structural basin. Triassic through Tertiary sedimentary rocks are emphasized in this study because the major aquifers in the basin are present in these rocks. The study area is about 140 miles wide (about the same as the structural basin), 180 miles long, and has an area of about 19,400 square miles.<br /> Altitudes in the study area range from about 4,500 feet in San Juan County, Utah, to about 11,000 feet in Cibola County, New Mexico. Annual precipitation in the high mountainous areas along the north and east margins of the basin is as much as 45 inches, whereas annual precipitation in the lower altitude, central basin is generally less than 8 inches. Mean annual precipitation in the study area is about 12 inches. <br />Data obtained from documents published by the U.S. Bureau of the Census, 1980 and 1985, were used to estimate the population of the study area. The population of the study area in 1970 was estimated to be about 134,000. The population rose to about 194,000 in 1980, 212,000 in 1982, 221,000 in 1984, and then fell to about 210,000 in 1985. The economy of the basin is supported by exploration and development of petroleum, natural gas, coal, and uranium resources; urban enterprise, farming and ranching; tourism; and recreation. The rise and fall in population were related to changes in the economic strength of the mining, petroleum, and natural-gas industries, and support services. Uranium mining and milling activities grew rapidly until the late 1970's when most uranium-mining activity ended in the study area. Likewise, the oil and gas industry prospered until about 1983 and then declined rapidly, also affecting many jobs in support industries.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha720E","usgsCitation":"Thorn, C.R., Levings, G.W., Craigg, S.D., Dam, W.L., and Kernodle, J.M., 1990, Hydrogeology of the Cliff House Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Hydrologic Atlas 720, 2 Plates: 43.78 × 33.85 inches and 33.00 × 33.85 inches, https://doi.org/10.3133/ha720E.","productDescription":"2 Plates: 43.78 × 33.85 inches and 33.00 × 33.85 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":186693,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395396,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16138.htm"},{"id":90395,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90394,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Arizona, Colorado, New Mexico, Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.704,\n              35.729\n            ],\n            [\n              -106.692,\n              35.729\n            ],\n            [\n              -106.692,\n              37.5\n            ],\n            [\n              -108.704,\n              37.5\n            ],\n            [\n              -108.704,\n              35.729\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db62453b","contributors":{"authors":[{"text":"Thorn, Conde R.","contributorId":88397,"corporation":false,"usgs":true,"family":"Thorn","given":"Conde","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":278731,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278728,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Craigg, S. D.","contributorId":59839,"corporation":false,"usgs":true,"family":"Craigg","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278729,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dam, W. L.","contributorId":100890,"corporation":false,"usgs":true,"family":"Dam","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278732,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Kernodle, J. M.","contributorId":81139,"corporation":false,"usgs":true,"family":"Kernodle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":278730,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":68463,"text":"ha714 - 1990 - Hydrologic characteristics of soils in the High Plains, northern Great Plains, and Central Texas Carbonates Regional Aquifer Systems","interactions":[],"lastModifiedDate":"2017-09-20T16:41:29","indexId":"ha714","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"714","title":"Hydrologic characteristics of soils in the High Plains, northern Great Plains, and Central Texas Carbonates Regional Aquifer Systems","docAbstract":"<p>Certain physical characteristics of soils, including permeability, available water capacity, thickness, and topographic position, have a measurable effect on the hydrology of an area. These characteristics control the rate at which precipitation infiltrates or is transmitted through the soil, and thus they have an important role in determining the rates of actual evapotranspiration (consumptive water use), groundwater recharge, and surface runoff. In studies of groundwater hydrology, it is useful to differentiate soils spatially according to their physical characteristics and to assign values that indicate their hydrologic responses.<br />The principal purpose of this report is to describe the relation between the hydrologic characteristics of the soils in the study area and those environmental factors that affect the development and distribution of the soils. This objective will be achieved by (1) defining both qualitatively and quantitatively those soil characteristics that affect hydrology, and (2) classifying and delineating the boundaries of the soils in the study area according to these hydrologic characteristics.<br />The study area includes the High Plains, Northern Great Plains, the Central Texas Carbonates, and parts of the Central Midwest Regional Aquifer Systems as described by the U.S. Geological Survey Regional Aquifer-System Analysis (RASA) Program (Sun, 1986, p.5and Sun, personal commun., June 1985) and shown in figures 1 through 5. The spatial patterns of the soils classified according to their quantifiable hydrologic characteristics will subsequently serve as an integral component in the analysis of actual evapotranspiration (consumptive water use), consumptive irrigation requirements, and potential ground-water recharge of the study area.<br />The classification system used to describe the soils in this report is compatible with that of Dugan (1986). Dugan described the same characteristics of soils that are immediately underlain by principal aquifers of Cretaceous or older age in adjacent parts of the Central Midwest Regional Aquifer System. However, map scales and mapping detail are different between this report and the report by Dugan (1986) because of the size of the study area.</p>","language":"ENGLISH","doi":"10.3133/ha714","usgsCitation":"Dugan, J.T., Hobbs, R.D., and Ihm, L.A., 1990, Hydrologic characteristics of soils in the High Plains, northern Great Plains, and Central Texas Carbonates Regional Aquifer Systems: U.S. Geological Survey Hydrologic Atlas 714, 1 map :col. ;76 x 55 cm., on sheet 91 x 127 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha714.","productDescription":"1 map :col. ;76 x 55 cm., on sheet 91 x 127 cm., folded in envelope 30 x 24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":185705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90003,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/714/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"68000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113,28 ], [ -113,49 ], [ -90,49 ], [ -90,28 ], [ -113,28 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611630","contributors":{"authors":[{"text":"Dugan, Jack T.","contributorId":102456,"corporation":false,"usgs":true,"family":"Dugan","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":278278,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hobbs, Ryne D.","contributorId":79758,"corporation":false,"usgs":true,"family":"Hobbs","given":"Ryne","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278277,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ihm, Laurie A.","contributorId":28119,"corporation":false,"usgs":true,"family":"Ihm","given":"Laurie","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":278276,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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