{"pageNumber":"1577","pageRowStart":"39400","pageSize":"25","recordCount":46666,"records":[{"id":25458,"text":"wri844074_partA - 1984 - Drought-related impacts on municipal and major self-supplied industrial water withdrawals in Tennessee -- Part A","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri844074_partA","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4074","title":"Drought-related impacts on municipal and major self-supplied industrial water withdrawals in Tennessee -- Part A","docAbstract":"A state-wide water use survey was conducted of all public water suppliers and large, self-supplied industries in Tennessee. This report contains a summation of the data received from 463 public-water suppliers and 129 self-supplied water users. Analysis of the study results and findings indicate that many communities in Tennessee do experience occasional water supply, quantity-related shortages. A total of 142 problems were reported by 107 of the public water suppliers. However, only 22 of the problems were a result of inadequate source supply. Although only three industries reported a water shortage problem , 20 were identified as having a potential water-supply source problem. West Tennessee was the only section of the state where all communities and industries surveyed reported an adequate water supply. The effects of a drought on the environment--specifically, wetlands, fish wildlife, and recreational-users--are briefly described, although there was no evidence that water withdrawn by communities or industry would directly affect the environment. This study appears to verify the conclusions that an extended drought, although directly affecting the supply to some communities and industries, may actually affect water quality and wastewater treatment more accurately by decreasing the ability of the source to assimilate wastes. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844074_partA","usgsCitation":"Alexander, F.M., Keck, L.A., Conn, L.G., and Wentz, S.J., 1984, Drought-related impacts on municipal and major self-supplied industrial water withdrawals in Tennessee -- Part A (Part A): U.S. Geological Survey Water-Resources Investigations Report 84-4074, 16 p. ill., maps ;28 cm., https://doi.org/10.3133/wri844074_partA.","productDescription":"16 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":1834,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844074A","linkFileType":{"id":5,"text":"html"}},{"id":123335,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4074.jpg"}],"edition":"Part A","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6880f2","contributors":{"authors":[{"text":"Alexander, Frank M.","contributorId":32949,"corporation":false,"usgs":true,"family":"Alexander","given":"Frank","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keck, Lee A.","contributorId":72027,"corporation":false,"usgs":true,"family":"Keck","given":"Lee","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193776,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Conn, Lewis G.","contributorId":104530,"corporation":false,"usgs":true,"family":"Conn","given":"Lewis","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":193778,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wentz, Stanley J.","contributorId":77558,"corporation":false,"usgs":true,"family":"Wentz","given":"Stanley","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":193777,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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A.","contributorId":104876,"corporation":false,"usgs":true,"family":"Engberg","given":"R. A.","affiliations":[],"preferred":false,"id":256554,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, M.S.","contributorId":49382,"corporation":false,"usgs":true,"family":"Johnson","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":256553,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25531,"text":"wri844054 - 1984 - Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri844054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4054","title":"Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","docAbstract":"A flow-routing model of the upper Schoharie Creek basin, New York, was developed and used to simulate high flows at the inlet of the Blenheim-Gilboa Reservoir. The flows from Schoharie Creek at Prattsville, the primary source of flow data in the basin, and tributary flows from the six minor basins downstream, are combined and routed along the 9.7 mile reach of the Schoharie Creek between Prattsville and the reservoir inlet. Data from five historic floods were used for model calibration and four for verification. The accuracy of the model as measured by the difference between simulated and observed total flow volumes, is within 14 percent. Results indicate that inflows to the Blenheim-Gilboa Reservoir can be predicted approximately 2 hours in advance. One of the historical floods was chosen for additional model testing to assess a hypothetical real-time model application. Total flow-volume errors ranged from 30.2 percent to -9.2 percent. Alternative methods of obtaining hydrologic data for model input are presented for use in the event that standard forms of hydrologic data are unavailable. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844054","usgsCitation":"Olmsted, F.H., Welch, A., Van Denburgh, A.S., and Ingebritsen, S.E., 1984, Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4054, xiv, 166 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844054.","productDescription":"xiv, 166 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110164,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35951.htm","linkFileType":{"id":5,"text":"html"},"description":"35951"},{"id":121804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4054/report-thumb.jpg"},{"id":54251,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54252,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf2c","contributors":{"authors":[{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":194068,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":194066,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":194067,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194065,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21013,"text":"ofr84271 - 1984 - Data showing a relation between Li and F in trioctahedral smectites","interactions":[],"lastModifiedDate":"2012-02-02T00:08:04","indexId":"ofr84271","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-271","title":"Data showing a relation between Li and F in trioctahedral smectites","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84271","usgsCitation":"Starkey, H., 1984, Data showing a relation between Li and F in trioctahedral smectites: U.S. Geological Survey Open-File Report 84-271, 10 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84271.","productDescription":"10 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":155500,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0271/report-thumb.jpg"},{"id":50590,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0271/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679d57","contributors":{"authors":[{"text":"Starkey, H.C.","contributorId":88728,"corporation":false,"usgs":true,"family":"Starkey","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":183681,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2414,"text":"wsp2226 - 1984 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium","interactions":[{"subject":{"id":10555,"text":"ofr8278 - 1982 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium","indexId":"ofr8278","publicationYear":"1982","noYear":false,"title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium"},"predicate":"SUPERSEDED_BY","object":{"id":2414,"text":"wsp2226 - 1984 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium","indexId":"wsp2226","publicationYear":"1984","noYear":false,"title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium"},"id":1}],"lastModifiedDate":"2022-02-04T19:13:10.348121","indexId":"wsp2226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2226","title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium","docAbstract":"A low-level radioactive-waste burial site is located in Palos Forest Preserve, about 22 kilometers southwest of Chicago, Illinois. Between 1943 and 1949 the site, named Plot M, was filled with radioactive waste from the first Argonne National Laboratory and from the University of Chicago Metallurgical Laboratory. Since 1973, tritium concentration levels up to 14 nanocuries per liter have been measured in water samples collected from a well 360 meters from the burial site. \r\n\r\nThe U.S. Geological Survey is studying the geologic, hydrologic, and geochemical properties of the glacial drift and underlying bedrock at the Plot M site to determine the factors that control the movement of radionuclides. Test wells were drilled into the drift to collect water and core samples for laboratory analysis, to gather geologic and hydrologic data, and to conduct geophysical surveys. Plot M is located in drift that ranges in thickness from 25 to 45 meters. The drift is a stratified sequence of clay- and silt-rich sediments that contain thin, interstratified sand layers. The silt content of the drift increases with depth. The permeability of the drift, as indicated by field and laboratory hydraulic conductivity tests, ranges from 1.0 x 10 -6 to 1.0 ? 10 -8 centimeters per second. \r\n\r\nA tritium plume, the contaminated zone in the drift in which tritium concentration levels exceed 10 nanocuries per liter of water, extends horizontally northward from Plot M at least 50 meters and vertically downward to bedrock. The center of the plume, where tritium concentration levels are as high as 50,000 nanocuries per liter, is approximately 15 meters beneath the burial site. The size, shape, and 'bull's-eye' concentration pattern indicate that the plume is a single slug and that the site no longer releases tritium into the drift. The leading edge, or front, of the plume (the 10 nanocuries per liter boundary) left the burial site in either the late 1940's or the early 1950's and intersected the underlying bedrock surface before 1973. The calculated movement rate of the front is 6.3 x 10 -6 centimeters per second. \r\n\r\nSeveral key factors that control both the concentration level and the extent of migration of tritium in the drift at Plot M are 1. The limited amount of tritiated waste buried at Plot M. 2. The long period of time that has elapsed since the waste was buried (30-35 years) relative to the radioactive half-life of tritium (12.3 years). 3. The great thickness and low permeability of the glacial drift at the site.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2226","usgsCitation":"Olimpio, J.C., 1984, Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium: U.S. Geological Survey Water Supply Paper 2226, iv, 34 p., https://doi.org/10.3133/wsp2226.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":395461,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25214.htm"},{"id":28419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2226/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2226/report-thumb.jpg"}],"country":"United States","state":"Illinios","otherGeospatial":"Palos Forest Preserve","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.906,\n              41.694\n            ],\n            [\n              -87.917,\n              41.694\n            ],\n            [\n              -87.917,\n              41.704\n            ],\n            [\n              -87.906,\n              41.704\n            ],\n            [\n              -87.906,\n              41.694\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648815","contributors":{"authors":[{"text":"Olimpio, Julio C.","contributorId":93877,"corporation":false,"usgs":true,"family":"Olimpio","given":"Julio","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145162,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17892,"text":"ofr84232 - 1984 - Water-resources investigations of the U.S. Geological Survey in Arkansas; fiscal years 1982 and 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr84232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-232","title":"Water-resources investigations of the U.S. Geological Survey in Arkansas; fiscal years 1982 and 1983","docAbstract":"During fiscal years 1982 and 1983 there were 22 water resources investigations in progress by the Arkansas District of the U.S. Geological Survey 's Water Resources Division. Investigations that mainly involved data collection included surface water gaging, water level measuring, water quality sampling, sediment sampling and water use inventorying. Interpretive studies included two that were principally of groundwater resources, five that were of surface water flow characteristics, one that was of surface water quality characteristics and six that were interdisciplinary. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84232","usgsCitation":"Louthian, B., 1984, Water-resources investigations of the U.S. Geological Survey in Arkansas; fiscal years 1982 and 1983: U.S. Geological Survey Open-File Report 84-232, iv, 49 p. :maps ;28 cm., https://doi.org/10.3133/ofr84232.","productDescription":"iv, 49 p. :maps ;28 cm.","costCenters":[],"links":[{"id":149115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0232/report-thumb.jpg"},{"id":47131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9ca5","contributors":{"authors":[{"text":"Louthian, B.L.","contributorId":48574,"corporation":false,"usgs":true,"family":"Louthian","given":"B.L.","affiliations":[],"preferred":false,"id":178132,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55705,"text":"wdrMO831 - 1984 - Water resources data, Missouri, water year 1983","interactions":[],"lastModifiedDate":"2025-07-18T16:09:31.840177","indexId":"wdrMO831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MO-83-1","title":"Water resources data, Missouri, water year 1983","docAbstract":"<p>Water resources data for the 1983 water year for Missouri consist of records of stage, discharge, and water quality of lakes and reservoirs; contains records for water discharge at 110 gaging stations; stage and contents at 9 lakes and reservoirs; water quality at 24 gaging stations (including 1 lake) and data for 35 crest-stage, and 30 water-quality partial record stations.</p>","language":"English","publisher":"U.S. 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E. Jr.","contributorId":12080,"corporation":false,"usgs":true,"family":"Curtis","given":"R.","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":255091,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guzman-Rios, Senen sgguzman@usgs.gov","contributorId":2853,"corporation":false,"usgs":true,"family":"Guzman-Rios","given":"Senen","email":"sgguzman@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":255090,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diaz, P.L.","contributorId":21626,"corporation":false,"usgs":true,"family":"Diaz","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":255092,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28504,"text":"wri844170 - 1984 - Trace metals in Suisun Bay, California: A preliminary report","interactions":[],"lastModifiedDate":"2021-12-27T19:28:05.567456","indexId":"wri844170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4170","title":"Trace metals in Suisun Bay, California: A preliminary report","docAbstract":"<p>A 5-month partial study (February to July 1983) was completed in Suisun Bay, a shallow embayment of San Francisco Bay, Calif., to determine characteristic heavy metal concentrations present in sediments and organisms (Corbicula clams) prior to possible discharge of San Luis Drain irrigation tile return water. Preliminary results show sediments are typical of other San Francisco Bay study sites, ranging from coarse sands to fine silt-clays. The sediments are enriched in manganese and low in organic carbon; iron is moderately enriched, with acid-extractable iron concentrations of 162-3,521 micro-g/g. Sediment concentrations of silver, zinc, lead, and cadmium measured between April and July are reported. Previous area studies have shown increased concentrations during autumn and winter, a period not covered in the data set. Due to insufficient data, interpretations are incomplete. Clam-tissue burdens for silver and zinc are similar to those found in Corbicula from pristine areas. Lead concentrations are typically below the 2-micrograms/g detection level. Corbicula do show indications of more tissue enrichment for cadmium and copper at estuarine stations than at riverine stations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844170","usgsCitation":"Luoma, S., Cascos, P.V., and Dagovitz, R.M., 1984, Trace metals in Suisun Bay, California: A preliminary report: U.S. Geological Survey Water-Resources Investigations Report 84-4170, iv, 39 p., https://doi.org/10.3133/wri844170.","productDescription":"iv, 39 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":393457,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36040.htm"},{"id":57303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4170/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Suisun Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.14393615722655,\n              37.99995036840875\n            ],\n            [\n              -121.82258605957031,\n              37.99995036840875\n            ],\n            [\n              -121.82258605957031,\n              38.1334763895322\n            ],\n            [\n              -122.14393615722655,\n              38.1334763895322\n            ],\n            [\n              -122.14393615722655,\n              37.99995036840875\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6275e2","contributors":{"authors":[{"text":"Luoma, S. N.","contributorId":86353,"corporation":false,"usgs":true,"family":"Luoma","given":"S. N.","affiliations":[],"preferred":false,"id":199926,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cascos, P. V.","contributorId":58312,"corporation":false,"usgs":true,"family":"Cascos","given":"P.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":199924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dagovitz, R. M.","contributorId":72422,"corporation":false,"usgs":true,"family":"Dagovitz","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199925,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27695,"text":"wri844179 - 1984 - Effects of surface coal-mine reclamation on stream quality in a small watershed near Nelsonville, southeastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri844179","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4179","title":"Effects of surface coal-mine reclamation on stream quality in a small watershed near Nelsonville, southeastern Ohio","docAbstract":"Abandoned surface coal mines in southeastern Ohio have caused degradation of the area's water resources. A study began in 1981 to determine the effects of abandoned-mine reclamation on water quality in the 'Yost tract' near Nelsonville, Ohio. Data on streamflow, water quality, and sedimentation were collected in Yost Run before, during, and after reclamation of the Yost tract.\r\n\r\nResults of the study indicate that there has been very little change in the chemical quality of Yost Run 10 months after reclamation; pH remains low, about 3.2-4.1, whereas specific conductance continues to be high, about 1,000 to 2,600 micromhos per centimeter (at 25?) Concentrations of sulfate and dissolved iron also show no appreciable change, remaining about 550 to 1,800 milligrams per liter and 1,300 to 17,000 micrograms per liter, respectively. The suspended-sediment yield for Yost Run is 2,830 tons per square mile per year.\r\n\r\nThe results of the study reflect water-quality conditions for a 10-month period after reclamation, but do not necessarily indicate that the reclamation will prove to be unsuccessful. A longer period of data collection is likely to be needed to measure trends in water quality that may occur as a result of the reclamation.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844179","usgsCitation":"Hindall, S.M., 1984, Effects of surface coal-mine reclamation on stream quality in a small watershed near Nelsonville, southeastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4179, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri844179.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124149,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4179/report-thumb.jpg"},{"id":56544,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4179/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c8f5","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198552,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28978,"text":"wri834251 - 1984 - A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri834251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4251","title":"A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","docAbstract":"The two-dimensional finite-difference model for simulation of groundwater flow was modified to enable simulation of surface-water/groundwater interactions during periods of low streamflow. Changes were made to the program code in order to calculate surface-water heads for, and flow either to or from, contiguous surface-water bodies; and to allow for more convenient data input. Methods of data input and output were modified and entries (RSORT and HDRIVER) were added to the COEF and CHECKI subroutines to calculate surface-water heads. A new subroutine CALC was added to the program which initiates surface-water calculations. If CALC is not specified as a simulation option, the program runs the original version. The subroutines which solve the ground-water flow equations were not changed. Recharge, evapotranspiration, surface-water inflow, number of wells, pumping rate, and pumping duration can be varied for any time period. The Manning formula was used to relate stream depth and discharge in surface-water streams. Interactions between surface water and ground water are represented by the leakage term in the ground-water flow and surface-water mass balance equations. Documentation includes a flow chart, data deck instructions, input data, output summary, and program listing. Numerical results from the modified program are in good agreement with published analytical results. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834251","usgsCitation":"Ozbilgin, M., and Dickerman, D., 1984, A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships: U.S. Geological Survey Water-Resources Investigations Report 83-4251, iv, 98 p. :ill. ;28 cm., https://doi.org/10.3133/wri834251.","productDescription":"iv, 98 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119760,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4251/report-thumb.jpg"},{"id":57850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adebf","contributors":{"authors":[{"text":"Ozbilgin, M.M.","contributorId":76789,"corporation":false,"usgs":true,"family":"Ozbilgin","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":200723,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dickerman, D.C.","contributorId":48601,"corporation":false,"usgs":true,"family":"Dickerman","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":200722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28682,"text":"wri844107 - 1984 - Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4107","title":"Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","docAbstract":"The results of an evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas are documented. Data uses and funding sources were identified for the 140 complete record streamflow-gaging stations operated in Kansas during 1983 with a budget of $793,780. As a result of the evaluation of the needs and uses of data from the stream-gaging program, it was found that the 140 gaging stations were needed to meet these data requirements. The average standard error of estimation of streamflow records was 20.8 percent, assuming the 1983 budget and operating schedule of 6-week interval visitations and based on 85 of the 140 stations. It was shown that this overall level of accuracy could be improved to 18.9 percent by altering the 1983 schedule of station visitations. A minimum budget of $760 ,000, with a corresponding average error of estimation of 24.9 percent, is required to operate the 1983 program. None of the stations investigated were suitable for the application of alternative methods for simulating discharge records. Improved instrumentation can have a very positive impact on streamflow uncertainties by decreasing lost record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844107","usgsCitation":"Medina, K., and Geiger, C., 1984, Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4107, iv, 57 p. :ill. ;28 cm., https://doi.org/10.3133/wri844107.","productDescription":"iv, 57 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4107/report-thumb.jpg"},{"id":57522,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4fd","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":200225,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, C.O.","contributorId":18415,"corporation":false,"usgs":true,"family":"Geiger","given":"C.O.","email":"","affiliations":[],"preferred":false,"id":200224,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28041,"text":"wri844048 - 1984 - Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri844048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4048","title":"Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","docAbstract":"Monthly values were computed for water-quality constituents at four streamflow gaging stations in the Upper Colorado River basin for the determination of trends. Seasonal regression and seasonal Kendall trend analysis techniques were applied to two monthly data sets at each station site for four different time periods. A recently developed method for determining optimal water-discharge data-collection frequency was also applied to the monthly water-quality data. Trend analysis results varied with each monthly load computational method, period of record, and trend detection model used. No conclusions could be reached regarding which computational method was best to use in trend analysis. Time-period selection for analysis was found to be important with regard to intended use of the results. Seasonal Kendall procedures were found to be applicable to most data sets. Seasonal regression models were more difficult to apply and were sometimes of questionable validity; however, those results were more informative than seasonal Kendall results. The best model to use depends upon the characteristics of the data and the amount of trend information needed. The measurement-frequency optimization method had potential for application to water-quality data, but refinements are needed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri844048","usgsCitation":"Kircher, J.E., Dinicola, R., and Middelburg, R., 1984, Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4048, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844048.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4048/report-thumb.jpg"},{"id":56879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697cc3","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dinicola, Richard S. 0000-0003-4222-294X dinicola@usgs.gov","orcid":"https://orcid.org/0000-0003-4222-294X","contributorId":352,"corporation":false,"usgs":true,"family":"Dinicola","given":"Richard S.","email":"dinicola@usgs.gov","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199113,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Middelburg, R.F.","contributorId":102489,"corporation":false,"usgs":true,"family":"Middelburg","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199115,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27841,"text":"wri834207 - 1984 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","interactions":[],"lastModifiedDate":"2022-01-18T22:40:21.549985","indexId":"wri834207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4207","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","docAbstract":"In response to the increasing demand on water supplies and declining water levels in eastern San Joaquin County, the U.S. Geological Survey, in cooperation with the San Joaquin County Flood Control and Water Conservation District, is evaluating the potential for artificially recharging the aquifer system in eastern San Joaquin County, Calif. Phase 1 of this study evaluated the geologic and hydrological conditions in the area and selected 20 drill sites in three areas of high potential for artificial recharge of the aquifer system. In phase 2, test holes were drilled. This report is on phase 2, and summarizes the data collected during the drilling and evaluates the suitability of the drilled areas for their potential for artificial recharge. Two areas seem to have a fair potential for artificial recharge of the aquifer system using the basin-spreading method: (1) The flood plain area along the Mokelumne River north of Lockeford, and (2) an area northeast of Linden along the Calaveras River. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834207","usgsCitation":"Ireland, R.L., 1984, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2: U.S. Geological Survey Water-Resources Investigations Report 83-4207, Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches, https://doi.org/10.3133/wri834207.","productDescription":"Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches","costCenters":[],"links":[{"id":56669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56668,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394484,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35850.htm"},{"id":56667,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4207/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.25,\n              37.8740\n            ],\n            [\n              -120.917,\n              37.8740\n            ],\n            [\n              -120.917,\n              38.25\n            ],\n            [\n              -121.25,\n              38.25\n            ],\n            [\n              -121.25,\n              37.8740\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1fc","contributors":{"authors":[{"text":"Ireland, R. L.","contributorId":89893,"corporation":false,"usgs":true,"family":"Ireland","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10730,"text":"ofr84750 - 1984 - Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","interactions":[],"lastModifiedDate":"2017-09-29T16:00:28","indexId":"ofr84750","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-750","title":"Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","docAbstract":"<p>Overland runoff from urban areas can cause concentrations of some water-quality constituents in local receiving streams to increase. The U.S. Geological Survey in cooperation with the Kansas Department of Health and Environment investigated the water-quality characteristics of streams draining Topeka, Kansas, and adjacent parts of the Shunganunga Creek basin from October 1979 through November 1981. The purpose of this investigation was to provide the data and interpretation necessary to determine the effects of runoff from urban areas on the water-quality characteristics of receiving streams.</p><p>Water-quality characteristics for three streamflow conditions were determined: (1) dry-weather streamflow--a combination of base flow and point-source contributions, (2) storm streamflow--mainly provided by overland runoff from storms, and (3) snowmelt streamflow- mainly provided by overland runoff from snowmelt.</p><p>Median concentrations of trace metals and nutrients were larger in storm streamflow than in dry-weather streamflow. Median concentrations of total lead and zinc were largest in storm streamflow from the more urban basins. Regression equations were developed to estimate median concentrations of total lead and zinc in storm streamflow from the percentage of drainage area in residential plus commercial land-use areas (correlation coefficients were 0.98 for total lead and 0.88 for total zinc); and from street density in lane miles per square mile (correlation coefficients were 0.89 for total lead and 0.84 for total zinc). Median concentrations of dissolved nitrite plus nitrate nitrogen and total phosphorus averaged, respectively, 76-percent and 70-percent larger during storm streamflow than during dry-weather streamflow and were largest in storm streamflow from the more agricultural basins.</p><p>Median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow at all study sites averaged 218-percent larger for dissolved sodium, 296-percent larger for dissolved chloride, and 71-percent larger for dissolved solids relative to median concentrations in dry-weather streamflow. Regression equations also were developed to estimate median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow from the summation of percentages of the drainage area in residential, commercial, and industrial land-use areas (correlation coefficients were 0.97 for each of the three relationships) and from street density in lane miles per square mile (correlation coefficients were 0.93 for dissolved sodium and 0.94 for both dissolved chloride and dissolved solids).</p><p>Multiple-correlation and regression analysis relating storm-runoff volumes and average constituent concentrations to land-use and storm characteristics produced significant relations (0.05 level of significance) for storm-runoff volume (0.81 coefficient of determination), total lead (0.71 coefficient of determination), total zinc (0.50 coefficient of determination), and suspended sediment (0.58 coefficient of determination).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84750","collaboration":"Prepared in cooperation with the Kansas Department of Health and Environment","usgsCitation":"Pope, L.M., and Bevans, H.E., 1984, Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas: U.S. Geological Survey Open-File Report 84-750, vi, 64 p., https://doi.org/10.3133/ofr84750.","productDescription":"vi, 64 p.","costCenters":[],"links":[{"id":143526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0750/report-thumb.jpg"},{"id":346272,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","city":"Topeka","otherGeospatial":"Shunganunga Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.84747314453125,\n              38.96154447940714\n            ],\n            [\n              -95.53985595703124,\n              38.96154447940714\n            ],\n            [\n              -95.53985595703124,\n              39.131125517089906\n            ],\n            [\n              -95.84747314453125,\n              39.131125517089906\n            ],\n            [\n              -95.84747314453125,\n              38.96154447940714\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6349e1","contributors":{"authors":[{"text":"Pope, Larry M.","contributorId":93455,"corporation":false,"usgs":true,"family":"Pope","given":"Larry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":161868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, Hugh E.","contributorId":11589,"corporation":false,"usgs":true,"family":"Bevans","given":"Hugh","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9365,"text":"ofr84821 - 1984 - Water-quality data for aquifers in east-central New Jersey, 1981-82","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr84821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-821","title":"Water-quality data for aquifers in east-central New Jersey, 1981-82","docAbstract":"Data are presented in tables for 238 wells representing nine aquifers underlying the New Jersey Coastal Plain. Approximately two-thirds of these wells are screened in the unconfined Kirkwood-Cohansey aquifer system, the principal source of groundwater in the study area. In addition, seven local streams were sampled in their headwaters under base flow conditions. Field measurements include water temperature, specific conductance, pH, and alkalinity; laboratory determinations include common inorganic ions, nutrients, trace metals, dissolved organic carbon, and volatile organic compounds. Other tables include lithology and hydrologic characteristics of geologic units, well-construction data, and median and extreme values of constituents in water of the Kirkwood-Cohansey aquifer system. A plate shows all sampling sites and presents three hydrogeologic sections delineating subsurface relationships. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84821","usgsCitation":"Harriman, D., and Voronin, L., 1984, Water-quality data for aquifers in east-central New Jersey, 1981-82: U.S. Geological Survey Open-File Report 84-821, iv, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84821.","productDescription":"iv, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0821/report-thumb.jpg"},{"id":37075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0821/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b7e4b07f02db5cc552","contributors":{"authors":[{"text":"Harriman, D.A.","contributorId":27860,"corporation":false,"usgs":true,"family":"Harriman","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":159549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voronin, L. M.","contributorId":93486,"corporation":false,"usgs":true,"family":"Voronin","given":"L. M.","affiliations":[],"preferred":false,"id":159550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27865,"text":"wri844041 - 1984 - Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California","interactions":[],"lastModifiedDate":"2022-01-20T21:02:14.126583","indexId":"wri844041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4041","title":"Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California","docAbstract":"<p>Models describing low-flow transport of conservative (nonreactive) and reactive solutes, which adsorb on the streambed, are developed and tested. Temporary storage within the bed plays an important role in solute movement. Three different models of bed-storage processes are developed for conservative solutes. One model assumes the bed is a well-mixed, nondiffusing, nonreacting zone. Solute flux into the bed is then proportional to the difference between stream and bed-solute concentrations. A second model assumes that solute is transported within the bed by a vertical diffusion process. The bed-solute concentration, which matches the stream concentration at the interface, varies with depth in the bed according to Fick 's law. A third model assumes convection in the downstream direction occurs in certain parts of the bed, while the mechanism of the first model functions elsewhere. Storage of absorbing species is assumed to occur by equilibrium adsorption within streambed particles. Uptake rate is described by an intraparticle diffusion process. Model equations were solved using finite element numerical methods. Models were calibrated using data from a 24-hour injection of conservative chloride and adsorptive Sr ions at Uvas Creek near Morgan Hill, California. All models predict well except for some overestimation by the adsorption model during dieaway.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844041","usgsCitation":"Jackman, A.P., Walters, R.A., and Kennedy, V.C., 1984, Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California: U.S. Geological Survey Water-Resources Investigations Report 84-4041, 82 p., https://doi.org/10.3133/wri844041.","productDescription":"82 p.","costCenters":[],"links":[{"id":394617,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35942.htm"},{"id":123415,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4041/report-thumb.jpg"},{"id":56689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Uvas Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.75,\n              37.05\n            ],\n            [\n              -121.667,\n              37.05\n            ],\n            [\n              -121.667,\n              37.167\n            ],\n            [\n              -121.75,\n              37.167\n            ],\n            [\n              -121.75,\n              37.05\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487d9","contributors":{"authors":[{"text":"Jackman, A. P.","contributorId":46957,"corporation":false,"usgs":true,"family":"Jackman","given":"A.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walters, R. A.","contributorId":34174,"corporation":false,"usgs":true,"family":"Walters","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198807,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kennedy, V. C.","contributorId":46080,"corporation":false,"usgs":true,"family":"Kennedy","given":"V.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198808,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2229,"text":"wsp2196C - 1984 - Nutrient and detritus transport in the Apalachicola River, Florida","interactions":[{"subject":{"id":10218,"text":"ofr83130 - 1983 - Nutrient and detritus transport in the Apalachicola River, Florida","indexId":"ofr83130","publicationYear":"1983","noYear":false,"title":"Nutrient and detritus transport in the Apalachicola River, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":2229,"text":"wsp2196C - 1984 - Nutrient and detritus transport in the Apalachicola River, Florida","indexId":"wsp2196C","publicationYear":"1984","noYear":false,"chapter":"C","title":"Nutrient and detritus transport in the Apalachicola River, Florida"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2196C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2196","chapter":"C","title":"Nutrient and detritus transport in the Apalachicola River, Florida","docAbstract":"The Apalachicola River in northwest Florida flows 172 kilometers southward from Jim Woodruff Dam near the Florida-Georgia border to Apalachicola Bay on the Gulf of Mexico. The basin is composed of two 3,100-squarekilometer subbasins, the Chipola and the Apalachicola. The Apalachicola subbasin includes a 454-square-kilometer bottom-land hardwood flood plain that is relatively undeveloped. The flood plain contains more than 1,500 trees per hectare that annually produce approximately 800 metric tons of litter fall per square kilometer. Spring floods of March and April 1980 carried 35,000 metric tons of particulate organic carbon derived from litter fall into Apalachicola Bay. The estuarine food web is predominantly detrital based and represents an important commercial source of oyster, shrimp, blue crab, and various species of fish. \r\n\r\nThe water budget of the Apalachicola basin is heavily dominated by streamflow. For a 1-year period in 1979-80, 28.6 cubic kilometers of water flowed past the Sumatra gage on the lower river. Eighty percent of this volume flowed into the upper river near Chattahoochee, Fla., and 11 percent was contributed by its major tributary, the Chipola River. Contributions from ground water and overland runoff were less than 10 percent. \r\n\r\nStreamflow increases downstream were accompanied by equivalent increases in nitrogen and phosphorus transport. The nutrients were released to the river by the flood-plain vegetation, but also were subject to recycling. The increase in the amount of organic carbon transport downstream was greater than streamflow increases. The flood plain is an important source of organic carbon, especially in detrital form. \r\n\r\nSeveral methods for measurement of detritus in the river and flood plain were developed and tested. The detritus data from the flood plain added semiquantitative evidence for transport of detritus from the flood plain to the river flow, probably accounting for most of the coarse particulate organic material carried by the river. \r\n\r\nDuring the 1-year period of investigation, June 3, 1979, through June 2, 1980, 2.1 ? 10 5 metric tons of organic carbon were transported from the river basin to the bay. Nitrogen and phosphorus transport during the same period amounted to 2.2 ? 10 4 and 1.7 ? 10 3 metric tons, respectively. On an areal basis, it was calculated that the flood plain contributed 70 grams of organic carbon per square meter per year, 0.4 gram of nitrogen per square meter per year, and 0.5 gram of phosphorus per square meter per year. The flood plain acts as a source of detrital carbon, but for the solutes, nutrient release is approximately balanced by nutrient retention.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2196C","usgsCitation":"Mattraw, H., and Elder, J.F., 1984, Nutrient and detritus transport in the Apalachicola River, Florida: U.S. Geological Survey Water Supply Paper 2196, viii, C62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2196C.","productDescription":"viii, C62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2196c/report-thumb.jpg"},{"id":27983,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2196c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6967b4","contributors":{"authors":[{"text":"Mattraw, Harold C.","contributorId":81878,"corporation":false,"usgs":true,"family":"Mattraw","given":"Harold C.","affiliations":[],"preferred":false,"id":144856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"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":144855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27333,"text":"wri844134 - 1984 - Techniques for estimating magnitude and frequency of floods on streams in Indiana","interactions":[],"lastModifiedDate":"2016-05-24T10:06:51","indexId":"wri844134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4134","title":"Techniques for estimating magnitude and frequency of floods on streams in Indiana","docAbstract":"<p>Equations are presented for estimating the magnitude and frequency of floods at ungaged sites on unregulated and nonurban streams in Indiana. The equations were developed by multiple-regression, analysis of basin characteristics and peak-flow statistical data from 242 gaged locations in Indiana, Ohio, and Illinois. The State of Indiana was divided into seven areas on the basis of the regression analysis. A set of equations for estimating peak discharges with recurrence intervals of 2, IO, 25, 50, and 100 years was developed for each area. Significant basin characteristics in the equations are drainage area, channel length, channel slope, mean annual precipitation, storage, precipitation intensity, and a runoff coefficient. Standard errors of estimate for the equations range from 24 to 45 percent.</p>\n<p>Methods are also presented for estimating flood magnitude and frequency at sites on gaged streams. Flood-frequency data based on observed peaks are given for 270 gaged locations. Twenty of these are on regulated streams, and six are on urban streams. Basin characteristics are also included car 245 of the gaged locations on unregulated and nonurban streams. No techniques are given for estimating flood magnitude and frequency at ungaged sites on regulated or urban streams.</p>\n<p>A rainfall-runoff model was tlsed to synthesize long-term peak data at 11 gaged locations on small streams. Flood-frequency curves developed from the long-term synthetic data were combined with curves based on short-term observed data to provide weighted estimates of flood magnitude and frequency at the rainfall-runoff stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri844134","collaboration":"Indiana Department of Highways, Federal Highway Adminstration","usgsCitation":"Glatfelter, D., 1984, Techniques for estimating magnitude and frequency of floods on streams in Indiana: U.S. Geological Survey Water-Resources Investigations Report 84-4134, iv, 110 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844134.","productDescription":"iv, 110 p. :ill., maps ;28 cm.","startPage":"1","endPage":"110","numberOfPages":"116","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science 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,{"id":27332,"text":"wri834201 - 1984 - Floods of March 1982, Indiana, Michigan, and Ohio","interactions":[],"lastModifiedDate":"2016-05-24T09:53:24","indexId":"wri834201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4201","title":"Floods of March 1982, Indiana, Michigan, and Ohio","docAbstract":"<p>Rapid melting of a snowpack containing 2 to 6 inches of water equivalent coinciding with moderate rainfall caused flooding in March 1982 across northern Indiana, southern Michigan, and northwestern Ohio. Millions of dollars in property damage and the loss of four lives resulted from the flooding. Peak discharges at several gaging stations in each of the following river basins have recurrence intervals of 50 to greater than 100 years: Wabash, St. Joseph, River Raisin, Maumee, and Kankakee. Flooding in the Wabash River basin was confined to major tributaries draining from the north. The St. Joseph River experienced flooding having a recurrence interval of about 50 years. Peak discharges having recurrence intervals of 50 to greater than 100 years were recorded on the River Raisin. Flooding on most large streams in the Maumee River basin was the worst since 1913. The Kankakee River and its major tributary, Yellow River, recorded peak discharges having recurrence intervals greater than 100 years. Hydrologic data have been tabulated for 83 gaging stations and partial-record sites. Maps are presented to emphasize the severity and untimely sequence of meteorological conditions that provided the potential and triggered the floods. Hydrographs are shown for 32 gaging stations.</p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834201","usgsCitation":"Glatfelter, D., Butch, G., and Stewart, J.A., 1984, Floods of March 1982, Indiana, Michigan, and Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4201, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834201.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":56197,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4201/report-thumb.jpg"}],"country":"United States","state":"Indiana, Michigan, 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A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197933,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4159,"text":"cir904A - 1984 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","interactions":[{"subject":{"id":7850,"text":"ofr83759 - 1983 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","indexId":"ofr83759","publicationYear":"1983","noYear":false,"title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines"},"predicate":"SUPERSEDED_BY","object":{"id":4159,"text":"cir904A - 1984 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","indexId":"cir904A","publicationYear":"1984","noYear":false,"chapter":"A","title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines"},"id":1}],"lastModifiedDate":"2019-11-07T12:09:06","indexId":"cir904A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"904","chapter":"A","title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","docAbstract":"<p>The U.S. Geological Survey's program for geologic and hydrologic evaluation of physiographic provinces to identify areas potentially suitable for locating repository sites for disposal of high-level nuclear wastes was announced to the Governors of the eight States in the Basin and Range Province on May 5, 1981. Representatives of Arizona, California, Idaho, New Mexico, Nevada, Oregon, Texas, and Utah, were invited to cooperate with the Federal Government in the evaluation process. Each Governor was requested to nominate an Earth scientist to represent the State in a province working group composed of State and U.S. Geological Survey representatives. This report, Part I of a three-part report, provides the background, introduction and scope of the study. This part also includes a discussion of geologic and hydrologic guidelines that will be used in the evaluation process and illustrates geohydrologic environments and the effect of individual factors in providing multiple natural barriers to radionuclide migration.</p><p>Part II is a reconnaissance characterization of the geologic and hydrologic factors to be used in the initial screening of the Basin and Range Province. Part III will be the initial evaluation of the Province and will identify regions that appear suitable for further study.</p><p>The plan for study of the Province includes a stepwise screening process by which successively smaller land units are considered in increasing detail. Each step involves characterization of the geology and hydrology and selection of subunits for more intensive characterization. Selection of subunits for further study is by evaluation of geologic and hydrologic conditions following a set of guidelines. By representation on the Province Working Group, the States participate in a consultation and review role in: (1) Establishing geologic and hydrologic guidelines, and (2) characterizing and evaluating the Province. The States also participate in compilation of geologic and hydrologic data used in characterizing the Province.</p><p>The current (1983) needs for a high-level radioactive waste repository include: (1) Disposal in a mined repository; (2) retrievability of the waste for as much as 50 years; and (3) confidence of isolation of the waste from the accessible environment. Isolation of the waste needs to be assured using geologic and hydrologic conditions that: (1) Minimize risk of inadvertent future intrusions by man; (2) minimize the possibility of disturbance by processes that would expose the waste or increase its mobility; and (3) provide a system of natural barriers to the migration of waste by ground water. The guidelines adopted by the Province Working Group are designed to provide a standard with which these conditions can be compared.</p><p>The guidelines can be grouped into four principal categories: (1) Potential host media, (2) ground-water conditions, (3) tectonic conditions, and. (4) occurrence of natural resources. Ideally the host medium constitutes the first natural barrier to migration of radionculides. The host medium ideally should be a rock type that prevents or retards dissolution and transport of radionuclides. Rocks in both the saturated and unsaturated zones may have desirable characteristics for host media. Rocks-other than the host-in the ground-water flow path from the repository ideally should be major barriers to radionuclide migration. Confining beds of low permeability might be present to retard the rate of flow between more permeable beds. Additionally, sorption of radionuclides by materials such as clays and zeolites in the flow path can further retard the flow of radionuclides by several orders of magnitude. Tectonic conditions in an area should not present a probable cause for exhumation or increased mobility of radioactive waste. Natural resources are a factor for consideration because of the problem of future human intrusion and exposure to radioactivity in the quest for minerals, oil, gas, water, and geothermal resources.</p><p>The ultimate evaluation of the suitability of a geohydrologic environment for developing a mined repository needs to assess all geologic and hydrologic characteristics and their interaction in providing confidence that a geohydrologic environment will effectively isolate radionuclides from human access. Several hypothetical settings with typical geohydrologic conditions in the Basin and Range Province are used to illustrate the effect of multiple barriers in the isolation of radionuclides.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/cir904A","usgsCitation":"Bedinger, M.S., Sargent, K., and Reed, J., 1984, Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines: U.S. Geological Survey Circular 904, viii, 16 p., https://doi.org/10.3133/cir904A.","productDescription":"viii, 16 p.","numberOfPages":"26","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":335932,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/cir904B","text":"Circular 904-B","linkHelpText":"Part II, Geologic and hydrologic characterization"},{"id":335933,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/cir904C","text":"Circular 904-C","linkHelpText":"Part III, Geologic and hydrologic evaluation"},{"id":121301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0904a/report-thumb.jpg"},{"id":31269,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0904a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, California, Idaho, Nevada, New Mexico, Oregon, Texas","otherGeospatial":"Basin and Range Province","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.6640625,\n              32.65787573695528\n            ],\n            [\n              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,{"id":4031,"text":"cir930A - 1984 - International Strategic Minerals Inventory summary report; manganese","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir930A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"930","chapter":"A","title":"International Strategic Minerals Inventory summary report; manganese","docAbstract":"Major world resources of manganese, a strategic mineral commodity, are described in this summary report of information in the International Strategic Minerals Inventory {ISMI). ISMI is a cooperative data-collection effort of earth-science and mineral-resource agencies in Australia, Canada, the Federal Republic of Germany, the Republic of South Africa, and the United States of America. This report, designed to be of benefit to policy analysts, contains two parts. Part I presents an overview of the resources and potential supply of manganese on the basis of inventory information. Part II contains tables of some of the geologic information and mineral-resource and production data that were collected by ISMI participants.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir930A","usgsCitation":"DeYoung, Sutphin, D., and Cannon, W.F., 1984, International Strategic Minerals Inventory summary report; manganese: U.S. Geological Survey Circular 930, v, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir930A.","productDescription":"v, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0930a/report-thumb.jpg"},{"id":31123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0930a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0860","contributors":{"authors":[{"text":"DeYoung, Jr. 0000-0003-1169-6026 jdeyoung@usgs.gov","orcid":"https://orcid.org/0000-0003-1169-6026","contributorId":523,"corporation":false,"usgs":true,"family":"DeYoung","suffix":"Jr.","email":"jdeyoung@usgs.gov","affiliations":[{"id":432,"text":"National Minerals Information Center","active":true,"usgs":true}],"preferred":false,"id":148031,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutphin, David M.","contributorId":53769,"corporation":false,"usgs":true,"family":"Sutphin","given":"David M.","affiliations":[],"preferred":false,"id":148033,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cannon, William F. 0000-0002-2699-8118 wcannon@usgs.gov","orcid":"https://orcid.org/0000-0002-2699-8118","contributorId":1883,"corporation":false,"usgs":true,"family":"Cannon","given":"William","email":"wcannon@usgs.gov","middleInitial":"F.","affiliations":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":148032,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7599,"text":"ofr84239 - 1984 - Water-level data for selected wells on or near the Idaho National Engineering Laboratory, 1948 through 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"ofr84239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-239","title":"Water-level data for selected wells on or near the Idaho National Engineering Laboratory, 1948 through 1982","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84239","usgsCitation":"Barraclough, J., Bagby, J., White, L., and Jensen, R.G., 1984, Water-level data for selected wells on or near the Idaho National Engineering Laboratory, 1948 through 1982: U.S. Geological Survey Open-File Report 84-239, viii, 343 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84239.","productDescription":"viii, 343 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139952,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0239/report-thumb.jpg"},{"id":35095,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7670","contributors":{"authors":[{"text":"Barraclough, J.T.","contributorId":16003,"corporation":false,"usgs":true,"family":"Barraclough","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":156274,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bagby, J.C.","contributorId":51288,"corporation":false,"usgs":true,"family":"Bagby","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":156275,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, L.J.","contributorId":67080,"corporation":false,"usgs":true,"family":"White","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":156277,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jensen, R. G.","contributorId":63799,"corporation":false,"usgs":true,"family":"Jensen","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":156276,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
]}