{"pageNumber":"212","pageRowStart":"5275","pageSize":"25","recordCount":6233,"records":[{"id":26295,"text":"wri834265 - 1984 - Runoff and water-quality characteristics of surface-mined lands in Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri834265","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":"83-4265","title":"Runoff and water-quality characteristics of surface-mined lands in Illinois","docAbstract":"Seven watersheds--three in western Illinois (Fulton County), two in south-western Illinois (St. Clair County), and two in southern Illinois (Williamson County)--were selected to assess the effect of surface mining on the quality and quantity of surface runoff. Each area had one site draining an unmined basin and a nearby site(s) draining a partly surface-mined basin. Flow-duration curves for streams draining surface-mined land had lower variability than those from unmined land. By adjusting an index of variability according to the percentage of surface-mined land in a basin, present techniques can be used to develop synthetic flow-duration curves. Surface mining changes basin characteristics so that peak flows decrease and low flows increase. Regression equations were developed relating storm runoff volume and peak discharge to basin characteristics and climatological data. Concentrations of dissolved solids, sulfate , and calcium were higher in streams draining extensively mined areas. Different mining areas of Illinois yield regional differences in concentrations of these substances. Surface-mined basins had lower suspended-sediment yields than unmined basins. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834265","usgsCitation":"Brabets, T.P., 1984, Runoff and water-quality characteristics of surface-mined lands in Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4265, vii, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834265.","productDescription":"vii, 78 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1995,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=83-4265","linkFileType":{"id":5,"text":"html"}},{"id":157407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4265/report-thumb.jpg"},{"id":55101,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f487a","contributors":{"authors":[{"text":"Brabets, Timothy P. tbrabets@usgs.gov","contributorId":2087,"corporation":false,"usgs":true,"family":"Brabets","given":"Timothy","email":"tbrabets@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":196131,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30131,"text":"wri834252 - 1984 - Sanitary quality of the Jordan River in Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri834252","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":"83-4252","title":"Sanitary quality of the Jordan River in Salt Lake County, Utah","docAbstract":"This investigation of the sanitary quality of the Jordan River was conducted from July 1980 to October 1982 using indicator bacteria rather than specific pathogens. A serious sanitary problem was identified. Concentrations of total coliform bacteria often exceeded 5,000 colonies per 100 milliliters and concentrations of fecal coliform bacteria often exceeded 2,000 colonies per 100 milliliters in the lower reaches of the river. At times these levels were greatly exceeded. The most conspicuous aspect of the bacteriological data is its extreme variability. Seven waste-water treatment plants, seven major tributaries, numerous storm conduits, irrigation-return flow, and other sources all contribute to the dynamic system that determines the sanitary quality of the river. Because of this variability the sanitary quality of the river cannot be predicted at any one time. In general, concentrations of all three indicator bacteria increased in a downstream direction. Storm runoff from urban areas contributed large concentrations of indicator bacteria to the river. Regression analysis of 9 years of data collected at 1700 South Street showed a significant positive correlation between both fecal coliform and fecal streptococcal concentrations versus time. Concentrations of fecal coliform and fecal streptococci have both been increasing since 1974 at 1700 South Street. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834252","usgsCitation":"Thompson, K.R., 1984, Sanitary quality of the Jordan River in Salt Lake County, Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4252, vi, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834252.","productDescription":"vi, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4252/report-thumb.jpg"},{"id":58936,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4252/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648546","contributors":{"authors":[{"text":"Thompson, K. R.","contributorId":92677,"corporation":false,"usgs":true,"family":"Thompson","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8214,"text":"ofr84147 - 1984 - Index of surface-water stations in Texas, January 1984","interactions":[],"lastModifiedDate":"2022-09-01T18:16:05.065422","indexId":"ofr84147","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":"84-147","title":"Index of surface-water stations in Texas, January 1984","docAbstract":"<p>The U.S. Geological Survey's investigations of the water resources of Texas are conducted in cooperation with the Texas Department of Water Resources, river authorities, cities, counties, U.S. Army Corps of Engineers, U.S. Bureau of Reclamation, International Boundary and Water Commission, and others.</p>\n<p>Investigations are under the general direction of C. W. Boning, District Chief, Texas District. The Texas District office is located in the Federal Building, 300 East 8th Street, Austin, Texas 78701.</p>\n<p>As of January 1, 1984, 399 stream-gaging, 86 reservoir-contents, 19 stage, 2 periodic discharge through range, 42 flood-hydrograph partial-record, 15 floodprofile partial-record, 34 low-flow partial-record, 11 crest-stage partial-record, 11 tide-level , 60 daily chemical-qual ity, 27 continuous-recording water-quality, 187 periodic chemical-qual ity, 175 periodic organic-quality, 60 pesticides, 1 sediment, 43 periodic sediment, 109 periodic biological, 28 continuous-recording water temperature, and 37 national stream-quality accounting network stations were in operation. Plate 1 shows the location of surface-water streamflow or reservoircontent and chemical-qual ity or sediment stations in Texas. Plate 2 shows the location of partial-record surface-water stations.</p>\n<p>This index shows the station number and name, latitude and longitude, type of data collected, and the office principally responsible for the data collection (table 1). An 8-digit permanent numerical designation for gaging stations has been adopted on a nationwide basis; stations are numbered and listed in downstream order. In the downstream direction along the main stem, all stations on a tributary entering above a main-stem station are listed before that station. A tributary entering between two main-stem stations is listed between them. A similar order is followed in listing stations on first rank, second rank, and other ranks of tributaries. To indicate the rank of any tributary on which a gaging station is situated and the stream to which it is an immediate tributary, each indention in the listing of gaging stations represent one rank. This downstream order and system of indention show which gaging stations are on tributaries between any two stations on a main stem and the rank of the tributary on which each gaging station is situated. On plates 1 and 2 the 8-digit station number is abbreviated because of space limitation.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr84147","usgsCitation":"Carrillo, E., and Buckner, H., 1984, Index of surface-water stations in Texas, January 1984: U.S. Geological Survey Open-File Report 84-147, Report: ii, 16 p.; 2 Plates: 18.51 x 17.15 inches and 18.39 x 17.55 inches, https://doi.org/10.3133/ofr84147.","productDescription":"Report: ii, 16 p.; 2 Plates: 18.51 x 17.15 inches and 18.39 x 17.55 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":406082,"rank":5,"type":{"id":36,"text":"NGMDB Index 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,{"id":8215,"text":"ofr85185 - 1984 - Index of surface-water stations in Texas, January 1985","interactions":[],"lastModifiedDate":"2016-08-12T13:39:10","indexId":"ofr85185","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":"85-185","title":"Index of surface-water stations in Texas, January 1985","docAbstract":"<p>The U.S. Geological Survey's investigations of the water resources of Texas are conducted in cooperation with the Texas Department of Water Resources, river authorities, cities, counties, U.S. Army Corps of Engineers, U.S. Bureau of Reclamation, International Boundary and Water Commission, and others.</p>\n<p>As of January 1, 1984, 404 streamflow, 89 reservoir-contents, 32 stage, 10 crest-stage partial-record, 2 periodic discharge through range, 31 flood-hydrograph partial-record, 15 flood-profile partial-record, 41 low-flow partial-record, 11 tide-level, 49 daily chemical-quality, 26 continuous-recording water-quality, 100 periodic biological, 19 lake surveys, 170 periodic organic and (or) nutrient, 3 periodic insecticide, 57 periodic pesticide, 25 automatic sampler, 152 periodic minor elements, 147 periodic chemical-quality y 102 periodic physical-organic, 7 continuous-recording four-parameter water-quality, 3 sediment, 40 periodic sediment, 28 continuous-recording temperature, and 38 national stream-quality accounting network stations were in operation. Plate 1 shows the location of surface-water streamflow or reservoir content and chemical-quality or sediment stations in Texas. Plate 2 shows the location of partial-record surface-water stations.</p>\n<p>This index shows the station number -and name, latitude and longitude, type of data collected, and the office principally responsible for the data collection (table 1). An 8-digit permanent numerical designation for gaging stations has been adopted on a nationwide basis; stations are numbered and listed in downstream order. In the downstream direction along the main stem, all stations on a tributary entering above a main-stem station are listed before that station. A tributary entering between two main-stem stations is listed between them. A similar order is followed in listing stations on first rank, second rank, and other ranks of tributaries. To indicate the rank of any tributary on which a gaging station is situated and the stream to which it is an immediate tributary, each indention in the listing of gaging stations represent one rank. This downstream order and system of indention show which gaging stations are on tributaries between any two stations on a main stem and the rank of the tributary on which each gaging station is situated. On plates 1 and 2, the 8-digit station number is abbreviated because of space limitation.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85185","usgsCitation":"Carrillo, E., Buckner, H., and Rawson, J., 1984, Index of surface-water stations in Texas, January 1985: U.S. Geological Survey Open-File Report 85-185, Report: ii, 17 p.; 2 Plates: 17.73 x 16.72 inches and 17.87 x 16.82 inches, https://doi.org/10.3133/ofr85185.","productDescription":"Report: ii, 17 p.; 2 Plates: 17.73 x 16.72 inches and 17.87 x 16.82 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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,{"id":14814,"text":"ofr84614 - 1984 - Changes in channel geomorphology of six eruption-affected tributaries of the Lewis River, 1980-82, Mount St. Helens, Washington","interactions":[],"lastModifiedDate":"2021-11-09T21:40:08.279249","indexId":"ofr84614","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":"84-614","title":"Changes in channel geomorphology of six eruption-affected tributaries of the Lewis River, 1980-82, Mount St. Helens, Washington","docAbstract":"The May 18, 1980, eruption of Mount St. Helens generated a lateral blast, lahars and tephra deposits that altered tributary channels in the Lewis River drainage basin. In order to assess potential flood hazards, study channel adjustments, and construct a sediment budget for the perturbed drainages on the east and southeast flanks of the volcano, channel cross sections were monumented and surveyed on Pine Creek, Muddy River, and Smith Creek during September and October of 1980. Additional cross sections were monumented and surveyed on Swift Creek, Bean Creek, and Clearwater Creek during the summer of 1981. The network of 88 channel cross sections has been resurveyed annually. Selected cross sections have been surveyed more frequently, following periods of higher flow. The repetitive cross-section surveys provide measurements of bank erosion or accretion and of channel erosion or aggradation. The report presents channel cross-section profiles constructed from the survey data collected during water years 1980-82. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84614","usgsCitation":"Martinson, H.A., Finneran, S.D., and Topinka, L.J., 1984, Changes in channel geomorphology of six eruption-affected tributaries of the Lewis River, 1980-82, Mount St. Helens, Washington: U.S. Geological Survey Open-File Report 84-614, v, 113 p., https://doi.org/10.3133/ofr84614.","productDescription":"v, 113 p.","costCenters":[],"links":[{"id":391540,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13473.htm"},{"id":43601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0614/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148747,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0614/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Lewis River, Mount St. Helens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.125,\n              46.028\n            ],\n            [\n              -122,\n              46.028\n            ],\n            [\n              -122,\n              46.304\n            ],\n            [\n              -122.125,\n              46.304\n            ],\n            [\n              -122.125,\n              46.028\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6d54","contributors":{"authors":[{"text":"Martinson, H. A.","contributorId":16834,"corporation":false,"usgs":true,"family":"Martinson","given":"H.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170063,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Finneran, S. D.","contributorId":94322,"corporation":false,"usgs":true,"family":"Finneran","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":170065,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Topinka, L. J.","contributorId":80285,"corporation":false,"usgs":true,"family":"Topinka","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170064,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28165,"text":"wri844297 - 1984 - Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah","interactions":[],"lastModifiedDate":"2022-12-15T22:31:27.353684","indexId":"wri844297","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":"84-4297","title":"Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah","docAbstract":"<p>Numerous reservoirs have been proposed for the White River basin in Colorado and Utah, primarily to provide water for oil-shale development. A multireservoir-flow model was used to simulate the effects of streamflow withdrawal at four of the proposed reservoirs using historical streamflow data from the 1932-81 water years. The proposed reservoirs considered in the study were Avery, Powell Park, Taylor Draw, and White River Reservoirs; construction of Taylor Draw Dam was completed during the study. Annual streamflow depletions from the White River ranging from about 93,000 to 226,000 acre-feet were simulated for the 50 year period. Simulated streamflow throughout the year generally became smaller and more constant as streamflow throughout the year generally became smaller and more constant as streamflow depletion increased. Minimum streamflow requirements would not have been met for a maximum of 13 years and water-use requirements associated with the proposed reservoirs would not have been met for a maximum of 3 years. The current water-use pattern, which depletes about 40,000 acre-feet per year and is dominated by irrigation of hay meadows and pastureland, was maintained in the simulation. Relations between reservoir active capacity and yield applicable to the White River also were developed. These relations show that reservoir storage of about 400,000 acre-feet is the maximum practicable for the White River.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844297","usgsCitation":"Kuhn, G., and Ellis, S.R., 1984, Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4297, v, 59 p., https://doi.org/10.3133/wri844297.","productDescription":"v, 59 p.","costCenters":[],"links":[{"id":410591,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36139.htm","linkFileType":{"id":5,"text":"html"}},{"id":56999,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4297/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"White River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -109.717,\n              40.225\n            ],\n            [\n              -109.717,\n              39.683\n            ],\n            [\n              -107.267,\n              39.683\n            ],\n            [\n              -107.267,\n              40.225\n            ],\n            [\n              -109.717,\n              40.225\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e84","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8448,"text":"ofr84450 - 1984 - Geohydrologic data for test well UE-25p1, Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr84450","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":"84-450","title":"Geohydrologic data for test well UE-25p1, Yucca Mountain area, Nye County, Nevada","docAbstract":"This report presents the following data for test well UE-25p 1 in Nye County, Nevada: drilling operations, lithology, availability of borehole geophysical logs, water levels, future availability of core analyses, water chemistry, pumping tests, borehole-flow surveys, and packer-injection tests. The well is one of a series of test wells drilled in and near Yucca Mountain adjacent to the Nevada Test Site in cooperation with the U.S. Department of Energy. These investigations are part of the Nevada Nuclear Waste Storage Investigations to identify suitable sites for underground storage of high-level radioactive wastes. Test well UE-25p 1 was the first in the Yucca Mountain area to penetrate rocks of Paleozoic age. To a depth of 1,244 meters, the rocks are predominantly ash-flow tuffs of Tertiary age. From 1,244 meters to a total depth of 1,805 meters, the rock is dolomite of Paleozoic age. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84450","usgsCitation":"Craig, R.W., and Johnson, K., 1984, Geohydrologic data for test well UE-25p1, Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 84-450, vi, 70 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84450.","productDescription":"vi, 70 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":140524,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0450/report-thumb.jpg"},{"id":36021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0450/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f12","contributors":{"authors":[{"text":"Craig, R. W.","contributorId":40984,"corporation":false,"usgs":true,"family":"Craig","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":157732,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, K. A.","contributorId":46518,"corporation":false,"usgs":true,"family":"Johnson","given":"K. A.","affiliations":[],"preferred":false,"id":157733,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29900,"text":"wri834001 - 1984 - Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri834001","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":"83-4001","title":"Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada","docAbstract":"Analysis of flood hazards for a 9-mile reach of Fortymile Wash and three of its tributaries was undertaken to aid in determining possible sites for the storage of radioactive wastes. Data from 12 peak-flow gaging stations adjacent to the Test Site were used to develop regression relations that permit an estimation of the magnitude of the 100-and 500-year flood peaks. The regional maximum flood was estimated on the basis of data from extreme floods elsewhere in Nevada and in surrounding states. On Fortymile Wash (drainage area at farthest downstreams cross section, 312 sq mi), the estimated maximum water depth for the three flood magnitudes are 8, 11, and 29 feet, respectively. Mean flow velocities would be as great as 9, 14, and 28 ft/s.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834001","usgsCitation":"Squires, R., and Young, R., 1984, Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4001, vi, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834001.","productDescription":"vi, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4001/report-thumb.jpg"},{"id":58716,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4001/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58717,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49afe4b07f02db5c8556","contributors":{"authors":[{"text":"Squires, R.R.","contributorId":85227,"corporation":false,"usgs":true,"family":"Squires","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":202322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, R.L.","contributorId":72423,"corporation":false,"usgs":true,"family":"Young","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":202321,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28256,"text":"wri834267 - 1984 - Ground-water resources of the White River basin, Randolph County, Indiana","interactions":[],"lastModifiedDate":"2016-06-01T08:51:37","indexId":"wri834267","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":"83-4267","title":"Ground-water resources of the White River basin, Randolph County, Indiana","docAbstract":"<p>The two major aquifer systems in Randolph County, Indiana are sand and gravel and bedrock (limestone, dolomite, and shale of Silurian to Odovician age). The average thickness of the sands and gravels is 15 ft, and the aquifers are areally discontinuous. The bedrock aquifer underlies the entire study area and is estimated to be 150 ft in thickness.</p>\n<p>Six pumping plans simulated in the two systems by a five-layer, digital, ground-water-flow model provide data for an assessment of the water-yielding potential of the systems. The model indicates that as much as 2.5 million gallons per day can be pumped from the aquifers at some locations. This and similar rates of pumping may cause drawdown greater than 5 feet in 10 to 50 percent of the study area. About half the stream reaches were reduced in flow by more than 10 percent by the simulated pumping. However, reaches where discharge exceeded more than 2 cubic feet per second were not affected to this degree. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834267","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Lapham, W., and Arihood, L.D., 1984, Ground-water resources of the White River basin, Randolph County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 83-4267, 86 p. vii :ill., maps ;28 cm., https://doi.org/10.3133/wri834267.","productDescription":"86 p. vii :ill., maps ;28 cm.","startPage":"1","endPage":"86","numberOfPages":"92","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":118914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4267/report-thumb.jpg"},{"id":57082,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4267/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Randolph","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8064,40.3102],[-84.8079,40.1741],[-84.8106,40.1351],[-84.8112,40.1265],[-84.8131,40.006],[-84.8603,40.0066],[-84.8952,40.0061],[-85.2014,40.0042],[-85.2152,40.0044],[-85.2157,40.0765],[-85.2165,40.135],[-85.2168,40.2198],[-85.2182,40.3073],[-85.1302,40.3082],[-85.0186,40.3092],[-84.901,40.3096],[-84.8064,40.3102]]]},\"properties\":{\"name\":\"Randolph\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a7f9","contributors":{"authors":[{"text":"Lapham, W.W.","contributorId":36583,"corporation":false,"usgs":true,"family":"Lapham","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":199478,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arihood, L. D. 0000-0001-5792-3699","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":74388,"corporation":false,"usgs":true,"family":"Arihood","given":"L.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199479,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29836,"text":"wri844008 - 1984 - Subsurface storage of freshwater in south Florida; evaluation of surface-water discharge data at selected sites","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844008","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":"84-4008","title":"Subsurface storage of freshwater in south Florida; evaluation of surface-water discharge data at selected sites","docAbstract":"Canal discharge in south Florida may consist of a potential source of freshwater for deep-well injection. Discharge data for the 1970-81 water years at 27 canal and river sites were analyzed. Flow was analyzed for 30-, 60-, 90-, 120-, and 183-consecutive-day low-mean discharges during the periods of highest flow to define minimum high-flow-period fresh surface-water discharges at the 27 sites. Curves show the magnitude and frequency of average minimum flows for consecutive-day periods during high-flow periods, and duration curves and tables show the percentage of time that selected discharges were equaled or exceeded. Canal discharge as high as 660 cubic feet per second occurred 70 percent of the time during the high-flow period at one site (Tamiami Canal Outlets, Levee 67A to 40-Mile Bend). At 11 sites, discharges of 110 to 370 cubic feet per second occurred 70 percent of the high-flow periods, while at 9 sites, discharges of 21 to 100 cubic feet per second occurred 70 percent of the time during the high-flow periods. At other sites (those in the Biscayne, Plantation Road, Middle River, C-111, and Cypress Creek Canals), discharges as low as 0.1 cubic foot per second occurred 70 percent of the time during the high-flow periods. Criteria for amounts of surplus freshwater considered adequate to support injection systems cannot be established, as they would vary greatly with water needs to be satisfied and with the efficiency of a particular injection system. However, based upon this analysis of discharge at 27 canal and river sites throughout south Florida, it appears that substantial amounts of water are available for surface injection and storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844008","usgsCitation":"Sonntag, W.H., 1984, Subsurface storage of freshwater in south Florida; evaluation of surface-water discharge data at selected sites: U.S. Geological Survey Water-Resources Investigations Report 84-4008, viii, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844008.","productDescription":"viii, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159558,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4008/report-thumb.jpg"},{"id":58635,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4008/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699526","contributors":{"authors":[{"text":"Sonntag, W. H.","contributorId":106127,"corporation":false,"usgs":true,"family":"Sonntag","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202215,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8762,"text":"ofr84625 - 1984 - Streamflow and specific-conductance data for selected sites, February 15 through April 9, 1984, near the Y-12 Plant, the Oak Ridge Reservation, Tennessee","interactions":[],"lastModifiedDate":"2022-09-16T21:55:26.776085","indexId":"ofr84625","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":"84-625","title":"Streamflow and specific-conductance data for selected sites, February 15 through April 9, 1984, near the Y-12 Plant, the Oak Ridge Reservation, Tennessee","docAbstract":"<p>Discharge and specific conductance were measured February 15 through April 9, 1984, during base flow of streams in 18 watersheds in the vicinity of the Y-12 Plant of the Oak Ridge Reservation, Tennessee. Discharge of springs and streams measured at specific sites ranged from 0 to 16 cubic feet per second. Specific conductance ranged from 23 to 6,300 micromhos per centimeter. During the days of instantaneous discharge measurements, flow of Bear Creek at the continuous-record station at Highway 95 near Oak Ridge ranged from 3.6 to 17 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84625","usgsCitation":"Evaldi, R., 1984, Streamflow and specific-conductance data for selected sites, February 15 through April 9, 1984, near the Y-12 Plant, the Oak Ridge Reservation, Tennessee: U.S. Geological Survey Open-File Report 84-625, Report: iii, 5 p.; 2 Plates: 39.39 × 26.18 inches and 39.44 × 26.42 inches, https://doi.org/10.3133/ofr84625.","productDescription":"Report: iii, 5 p.; 2 Plates: 39.39 × 26.18 inches and 39.44 × 26.42 inches","costCenters":[],"links":[{"id":406895,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13477.htm","linkFileType":{"id":5,"text":"html"}},{"id":36331,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0625/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36330,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0625/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36329,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0625/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0625/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f0b","contributors":{"authors":[{"text":"Evaldi, R. D.","contributorId":93909,"corporation":false,"usgs":true,"family":"Evaldi","given":"R. D.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":158286,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29630,"text":"wri844151 - 1984 - Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[],"lastModifiedDate":"2023-01-04T19:56:58.574112","indexId":"wri844151","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":"84-4151","title":"Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"<p>Hydrologic and climatologic data were collected at 10 small, mined and unmined watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia. These data included continuous records of discharge, precipitation, and air temperature. Daily records of sediment concentrations and sediment discharges were also obtained and periodic observations of water-quality data taken. A compilation of all these data is presented. The observed climatic and hydrologic data from these basins were used to calibrate the U.S. Geological Survey Precipitation-Runoff Modeling System for each watershed. The calibrated models of each basin were then used with a set of nearby, long-term climatic data to simulate a long record of stream-flow. A 68-year record of daily streamflow and 57 years of annual peaks were simulated for each site. These simulated records were analyzed to obtain flood-frequency curves, flow-duration curves, mean-annual discharges, and the 7-day, 10-year low flow for each site. The flow characteristics computed from the simulated records of discharge were analyzed graphically and statistically by regression analysis to investigate the degree of relationship and to define the relationship between mining and runoff. For this sample of small basins, peak flows, discharges for 10- and 50-percent flow durations, and mean-annual flows are directly related to percent of drainage area disturbed (measured from aerial photos) and drainage area. Percent of drainage area disturbed is generally a more statistically significant estimator of discharge than drainage area, particularly for peak flows of higher recurrence intervals.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844151","usgsCitation":"Scott, A.G., 1984, Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia: U.S. Geological Survey Water-Resources Investigations Report 84-4151, v, 169 p., https://doi.org/10.3133/wri844151.","productDescription":"v, 169 p.","costCenters":[],"links":[{"id":411369,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36024.htm","linkFileType":{"id":5,"text":"html"}},{"id":58450,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123615,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4151/report-thumb.jpg"}],"country":"United States","state":"Kentucky, Virginia, West Virginia","otherGeospatial":"Tug Fork basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.3,\n              38.144\n            ],\n            [\n              -82.667,\n              38.144\n            ],\n            [\n              -82.667,\n              37.115\n            ],\n            [\n              -81.3,\n              37.115\n            ],\n            [\n              -81.3,\n              38.144\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680c60","contributors":{"authors":[{"text":"Scott, A. G.","contributorId":36552,"corporation":false,"usgs":true,"family":"Scott","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201847,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28444,"text":"wri834181 - 1984 - Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834181","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":"83-4181","title":"Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","docAbstract":"Rainfall, runoff, and water quality data were collected at nine urban watersheds in the Tampa Bay area from 1975 to 1980. Watershed drainage area ranged from 0.34 to 0.45 sq mi. Land use was mixed. Development ranged from a mostly residential watershed with a 19% impervious surface, to a commercial-residential watershed with a 61% impervious surface. Average biochemical oxygen demand concentrations of base flow at two sites and of stormwater runoff at five sites exceeded treated sewage effluent standards. Average coliform concentrations of stormwater runoff at all sites were several orders of magnitude greater than standards for Florida Class III receiving water (for recreation or propagation and management of fish and wildlife). Average concentrations of lead and zinc in stormwater runoff were consistently higher than Class III standards. Stormwater-runoff loads and base-flow concentrations of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus, and lead were related to runoff volume, land use, urban development, and antecedent daily rainfall by multiple linear regression. Stormwater-runoff volume was related to pervious area, hydraulically connected impervious surfaces, storm rainfall, and soil-infiltration index. Base-flow daily discharge was related to drainage area and antecedent daily rainfall. The flow regression equations of this report were used to compute 1979 water-year loads of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus , and total lead for the nine Tampa Bay area urban watersheds. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834181","usgsCitation":"Lopez, M.A., and Giovannelli, R., 1984, Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80: U.S. Geological Survey Water-Resources Investigations Report 83-4181, vi, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834181.","productDescription":"vi, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4181/report-thumb.jpg"},{"id":57245,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f388f","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giovannelli, R.F.","contributorId":71985,"corporation":false,"usgs":true,"family":"Giovannelli","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199810,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29592,"text":"wri844108 - 1984 - Cost-effectiveness of the stream-gaging program in New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844108","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":"84-4108","title":"Cost-effectiveness of the stream-gaging program in New Jersey","docAbstract":"The results of a study of the cost-effectiveness of the stream-gaging program in New Jersey are documented. This study is part of a 5-year nationwide analysis undertaken by the U.S. Geological Survey to define and document the most cost-effective means of furnishing streamflow information. This report identifies the principal uses of the data and relates those uses to funding sources, applies, at selected stations, alternative less costly methods (that is flow routing, regression analysis) for furnishing the data, and defines a strategy for operating the program which minimizes uncertainty in the streamflow data for specific operating budgets. Uncertainty in streamflow data is primarily a function of the percentage of missing record and the frequency of discharge measurements. In this report, 101 continuous stream gages and 73 crest-stage or stage-only gages are analyzed. A minimum budget of $548,000 is required to operate the present stream-gaging program in New Jersey with an average standard error of 27.6 percent. The maximum budget analyzed was $650,000, which resulted in an average standard error of 17.8 percent. The 1983 budget of $569,000 resulted in a standard error of 24.9 percent under present operating policy. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844108","usgsCitation":"Schopp, R., and Ulery, R., 1984, Cost-effectiveness of the stream-gaging program in New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4108, vi, 103 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844108.","productDescription":"vi, 103 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4108/report-thumb.jpg"},{"id":58421,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6846cf","contributors":{"authors":[{"text":"Schopp, R.D.","contributorId":69983,"corporation":false,"usgs":true,"family":"Schopp","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":201777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ulery, R.L.","contributorId":46507,"corporation":false,"usgs":true,"family":"Ulery","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":201776,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29589,"text":"wri834237 - 1984 - Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","interactions":[],"lastModifiedDate":"2018-04-02T10:23:19","indexId":"wri834237","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":"83-4237","title":"Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","docAbstract":"<p>The ground-water system in the Twin Cities Metropolitan Area includes five aquifers; two of these aquifers the Prairie du Chien-Jordan and the Mount Simon-Hinckley supply about 80 percent and 10 percent, respectively, of the ground water pumped for public supply. Water levels and changes in water levels in these two aquifers differ greatly in the Twin Cities Metropolitan Area. The Mississippi, Minnesota, and St. Croix Rivers are in hydraulic connection with and influence the pattern of flow in the upper aquifer, the Prairie du Chien-Jordan. Water generally flows toward these streams from water-level highs northeast, northwest, and south of Minneapolis and St. Paul. Consequently, heavy pumping has caused only localized cones of depression in the potentiometric surface of this aquifer. In contrast, the Mount Simon-Hinckley, which has only a slight hydraulic connection to the streams, is greatly influenced by pumping. Pumping in the urban centers of Minneapolis and St. Paul has caused a large cone of depression in the Mount Simon-Hinckley potentiometric surface. During 1971, the measurable cone was centered in eastcentral Hennepin County, was about 25 miles in diameter, and was as much as 150 feet deep at its center.</p>\n<p>Between 1971 and 1980, average water levels in the Prairie du Chien-Jordan aquifer changed less than 5 feet in most of the study area, but rose or declined as much as 25 feet locally in response to pumpage and recharge. During this period, seasonal declines of water levels from winter to summer lessened, and the area where these declines exceeded 10 feet decreased.</p>\n<p>In contrast, between 1971 and 1980, average water levels in the Mount Simon-Hinckley aquifer rose as much as 60 feet in the center of the cone of depression in response to decreased pumping. Also, the measurable cone of depression contracted from about 25 miles to about 15 miles in diameter. However, because of increased summer pumping due to below-average precipitation during 1980, seasonal water levels declined much more and over a wider area during 1980 than in 1971.</p>\n<p>Water-level data suggest that (1) little variation in annual pumpage between 1971 and 1980 from the Prairie du Chien-Jordan aquifer produced generally stable water levels in that aquifer, (2) decreased annual pumpage from the Mount Simon-Hinckley aquifer from 1971 to 1980 caused water levels in that aquifer to rise, and (3) a greater seasonal component of pumpage from the Mount Simon-Hinckley aquifer than from the Prairie du Chien-Jordan produced larger and more widespread seasonal water-level declines in the Mount Simon-Hinckley than in the Prairie du Chien-Jordan, particularly during dry years.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834237","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities and Minnesota Department of Natural Resources","usgsCitation":"Schoenberg, M., 1984, Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80: U.S. Geological Survey Water-Resources Investigations Report 83-4237, Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches, https://doi.org/10.3133/wri834237.","productDescription":"Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":159735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4237/report-thumb.jpg"},{"id":58417,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4237/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58418,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4237/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4237/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities Metropolitan Area","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-92.7894,45.297],[-92.7439,45.2963],[-92.7516,45.2935],[-92.7551,45.2927],[-92.7583,45.2904],[-92.7597,45.2872],[-92.7604,45.2845],[-92.7591,45.2794],[-92.7559,45.2739],[-92.7527,45.2694],[-92.7515,45.2657],[-92.7526,45.2626],[-92.7535,45.2584],[-92.7561,45.2541],[-92.7575,45.2502],[-92.7569,45.2443],[-92.7557,45.2397],[-92.7553,45.2356],[-92.7538,45.2305],[-92.7536,45.2276],[-92.7521,45.2236],[-92.752,45.2196],[-92.7527,45.2168],[-92.7546,45.2136],[-92.7573,45.2107],[-92.7603,45.2065],[-92.7619,45.2041],[-92.7632,45.2009],[-92.7637,45.1972],[-92.764,45.1895],[-92.7629,45.1853],[-92.7557,45.178],[-92.7522,45.1759],[-92.7493,45.173],[-92.748,45.1698],[-92.7472,45.1634],[-92.7483,45.1597],[-92.7475,45.1551],[-92.7473,45.1515],[-92.7484,45.1483],[-92.749,45.1419],[-92.7484,45.1373],[-92.7441,45.1264],[-92.7415,45.1172],[-92.7422,45.1135],[-92.7446,45.11],[-92.7467,45.1076],[-92.7513,45.1045],[-92.7591,45.0999],[-92.7624,45.0972],[-92.7803,45.0849],[-92.7847,45.083],[-92.7885,45.0806],[-92.7917,45.0791],[-92.795,45.0772],[-92.7982,45.0746],[-92.8001,45.0723],[-92.8019,45.0647],[-92.8016,45.0597],[-92.8005,45.0567],[-92.7984,45.0531],[-92.7952,45.0499],[-92.7926,45.0481],[-92.7881,45.0453],[-92.7837,45.0421],[-92.7745,45.0373],[-92.7707,45.0344],[-92.7683,45.0325],[-92.7645,45.0265],[-92.7639,45.0237],[-92.7639,45.0196],[-92.7682,45.0005],[-92.7694,44.9909],[-92.7686,44.9796],[-92.7646,44.9711],[-92.7547,44.9571],[-92.7527,44.9527],[-92.7523,44.9481],[-92.753,44.9369],[-92.7534,44.9237],[-92.7547,44.9159],[-92.7569,44.9105],[-92.7606,44.9068],[-92.7645,44.9046],[-92.767,44.9039],[-92.7707,44.9023],[-92.7729,44.901],[-92.775,44.8982],[-92.7738,44.8933],[-92.7689,44.8848],[-92.7632,44.8759],[-92.7628,44.8716],[-92.763,44.8671],[-92.7644,44.8622],[-92.7682,44.8554],[-92.7683,44.853],[-92.7671,44.8494],[-92.7652,44.8462],[-92.7646,44.8423],[-92.7644,44.8382],[-92.766,44.8308],[-92.7679,44.8265],[-92.7719,44.8211],[-92.7751,44.8161],[-92.7784,44.8125],[-92.7801,44.8095],[-92.781,44.8056],[-92.7823,44.8029],[-92.783,44.7966],[-92.7858,44.7893],[-92.7909,44.7842],[-92.7993,44.7765],[-92.802,44.7729],[-92.8046,44.7683],[-92.8059,44.7624],[-92.8073,44.7524],[-92.8061,44.7483],[-92.8054,44.7473],[-92.8022,44.7446],[-92.7901,44.7381],[-92.7805,44.7344],[-92.7722,44.7317],[-92.7658,44.7289],[-92.7569,44.7234],[-92.7536,44.7226],[-92.7471,44.7204],[-92.7415,44.7192],[-92.7339,44.7157],[-92.737,44.658],[-92.7386,44.6329],[-92.7957,44.6305],[-92.7915,44.5452],[-92.9165,44.5449],[-92.9179,44.5221],[-92.9218,44.518],[-92.9282,44.5158],[-92.9321,44.513],[-92.941,44.5149],[-92.9449,44.5131],[-92.9494,44.5104],[-92.9584,44.514],[-92.9634,44.5177],[-92.975,44.5159],[-92.9827,44.5173],[-92.991,44.5215],[-93.0057,44.5197],[-93.0121,44.5175],[-93.0166,44.5166],[-93.0275,44.5198],[-93.0301,44.5148],[-93.0346,44.5148],[-93.039,44.5171],[-93.0406,44.4729],[-93.2826,44.473],[-93.2798,44.546],[-93.5259,44.5466],[-93.9091,44.5446],[-93.9117,44.5492],[-93.9078,44.5528],[-93.9027,44.5524],[-93.9008,44.5492],[-93.8956,44.5483],[-93.8937,44.5515],[-93.8963,44.5561],[-93.9008,44.5606],[-93.8996,44.5647],[-93.8957,44.5675],[-93.8958,44.5711],[-93.8996,44.5743],[-93.8958,44.5775],[-93.8939,44.5807],[-93.8959,44.5871],[-93.8991,44.5903],[-93.8908,44.5962],[-93.8857,44.5967],[-93.8838,44.6012],[-93.878,44.6013],[-93.878,44.6077],[-93.8716,44.6063],[-93.8658,44.6063],[-93.8569,44.6168],[-93.8563,44.6218],[-93.8505,44.6219],[-93.8447,44.6201],[-93.8422,44.6233],[-93.8358,44.6242],[-93.8319,44.6251],[-93.8217,44.6297],[-93.8031,44.6366],[-93.7999,44.6361],[-93.7967,44.6343],[-93.7935,44.6311],[-93.7883,44.632],[-93.78,44.6362],[-93.7768,44.6385],[-93.7729,44.6366],[-93.7723,44.6325],[-93.7691,44.6312],[-93.7665,44.6362],[-93.7685,44.6417],[-93.7686,44.675],[-93.8887,44.6756],[-93.8902,44.7185],[-94.0104,44.719],[-94.0085,44.8947],[-94.0136,44.8951],[-94.0117,44.9796],[-93.7692,44.9789],[-93.7702,45.0734],[-93.7663,45.077],[-93.7631,45.0839],[-93.7534,45.0853],[-93.7399,45.0894],[-93.7341,45.0922],[-93.7322,45.0963],[-93.7257,45.1022],[-93.7225,45.11],[-93.72,45.1205],[-93.7155,45.1269],[-93.7019,45.1374],[-93.6852,45.1489],[-93.6793,45.1525],[-93.6716,45.1562],[-93.6574,45.1585],[-93.6554,45.1599],[-93.6529,45.1631],[-93.6503,45.169],[-93.6516,45.1841],[-93.6549,45.1905],[-93.6555,45.1969],[-93.6562,45.201],[-93.6471,45.2079],[-93.6387,45.2074],[-93.6361,45.206],[-93.6329,45.2056],[-93.6258,45.2092],[-93.6167,45.2115],[-93.6096,45.2111],[-93.6031,45.2111],[-93.5967,45.2134],[-93.5857,45.2189],[-93.5792,45.2189],[-93.5734,45.2202],[-93.5676,45.2225],[-93.5617,45.2289],[-93.554,45.2298],[-93.5462,45.2289],[-93.5371,45.2294],[-93.5332,45.2317],[-93.5197,45.2417],[-93.5158,45.2458],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\":{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e31","contributors":{"authors":[{"text":"Schoenberg, Michael","contributorId":22802,"corporation":false,"usgs":true,"family":"Schoenberg","given":"Michael","affiliations":[],"preferred":false,"id":201771,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":9399,"text":"ofr84808 - 1984 - Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84808","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":"84-808","title":"Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","docAbstract":"The data contained in this report were gathered during the period 1982 to 1984 for use in constructing a digital model of the North Canadian River from Lake Overholser, in the western part of Oklahoma City, to Lake Eufaula, in eastern Oklahoma. Locations of test holes and sampling sites are show in figure 1.\r\nInformation on well depths and water levels in table 1 was gathered in the summer of 1982. Some information in the table was reported by well owners.\r\n\r\nField water-quality data for water temperatures, specific conductance, and pH were measured at the time the wells were inventoried in 1982 and appear in table 2.\r\n\r\nForty-nine test holes were augered to provide more comprehensive lithologic and water-level data along the North Canadian River. Lithologic logs of these test holes appear in table 3. Thirty-eight of the test holes were completed as observations wells by placing perforated plastic casing in the holes. Water levels were measured in these observations wells from the time of completion in mid-1982 through mid-1984. Hydrographs of the observation wells are shown in figures 2 through 15. The data are presented graphically for clarity.\r\n\r\nHydrographs of water-level fluctuations in two wells equipped with continuous water-level recorders and hydrographs of stage fluctuations on the North Canadian River at nearby gaging stations are shown in figures 16 and 17.\r\n\r\nTwo sets of low-flow measurements for the North Canadian River showing gains and losses in flow between measuring sites in the reach from Lake Overholser to Lake Eufaula are given in table 4. Measurements of flow on tributary streams are also given in this table.\r\n\r\nAnalyses of water-quality samples collected at the time of the low-flow measurements are given in table 5.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84808","usgsCitation":"Havens, J., 1984, Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma: U.S. Geological Survey Open-File Report 84-808, iv,49 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84808.","productDescription":"iv,49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0808/report-thumb.jpg"},{"id":37115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0808/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60705e","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":159618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28494,"text":"wri834185 - 1984 - Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834185","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":"83-4185","title":"Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington","docAbstract":"A digital model using finite-difference techniques was constructed to simulate ground-water flow in an alluvial aquifer on the Nisqually Indian Reservation. The maximum long-term rate of pumping from individual wells, based on available data, is about 0.75 cubic feet per second (340 gallons per minute). Data on the extent, hydraulic conductivity, saturated thickness of the alluvial aquifer, and quality of the ground water was obtained primarily from the more than 22 test holes drilled for this project. The test holes ranged in depth from about 10 to 100 feet. The saturated thickness of the alluvium was found to range generally from about 10 to 60 feet in the area investigated. The water table is usually less than 10 feet below land surface. The hydraulic conductivity of the aquifer was determined to range from 8.5 to 170 feet per day. The leakage coefficient of the river bed material was determined to be about 0.06 foot per day. Rainfall recharge to the aquifer is about 10 inches per year. A U.S. Geological Survey two-dimensional digital computer model was calibrated to simulate ground-water flow in the alluvial aquifer (area investigated is about 1.1 square miles). The calibrated model simulated measured water levels in the alluvial aquifer to within about 1 foot at 13 of 17 test well locations throughout the model area and within 2 feet at 16 of 17 test well locations. When pumping from the alluvial aquifer was simulated with the computer model it was found that 90 to 100 percent of the water pumped from wells was derived from induced recharge from the Nisqually River into the aquifer and (or) reduced discharge from the aquifer to the Nisqually River. Wells drilled for a large demand use such as a fish hatchery supply will achieve the highest yield if they are placed close to the Nisqually River and in the areas of greatest saturated thickness and highest permeability of the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834185","usgsCitation":"Lum, W.E., 1984, Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4185, vi, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834185.","productDescription":"vi, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4185/report-thumb.jpg"},{"id":57296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6602df","contributors":{"authors":[{"text":"Lum, W. E. II","contributorId":81504,"corporation":false,"usgs":true,"family":"Lum","given":"W.","suffix":"II","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28499,"text":"wri834165 - 1984 - A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834165","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":"83-4165","title":"A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979","docAbstract":"A 1978-79 reconnaissance of the quantity and quality of water in the Shoalwater Bay Indian Reservation yielded information needed by the Shoalwater Bay Indian Tribe to plan future use of these resources. Ground water from the local artesian aquifer is suitable for most uses and it is estimated that yield can be as much as 100 to 500 gallons per minute. Long-term yields cannot be calculated from available data. Data from 1968-80 show no measurable declines in water levels or rates of flow due to pumping from the aquifer. Analysis of ground-water samples indicated no seawater intrusion into the aquifer. Mean monthly flows of two streams in the study area ranged from 0.53 to 3.28 cubic feet per second in February 1979. Estimated average 7-day low flows with a recurrance interval of 2 years ranged from 0.3 to 3.0 cubic feet per second. Analyses of surface-water samples indicated concentrations of Aldrin, DDD, DDT, Dieldrin, Diazinon , and Ethyl Parathion that exceeded EPA limits for protection of marine life. Samples of the stream-bottom material in one stream had high concentrations of Aldrin, DDD, DDE, DDT, Dichlobenil, and Dieldrin. Tribally owned tidelands into which these streams flow may be contaminated by these toxic chemicals. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834165","usgsCitation":"Lum, W., 1984, A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979: U.S. Geological Survey Water-Resources Investigations Report 83-4165, vi, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834165.","productDescription":"vi, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4165/report-thumb.jpg"},{"id":57301,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a857a","contributors":{"authors":[{"text":"Lum, W. E.","contributorId":57847,"corporation":false,"usgs":true,"family":"Lum","given":"W. E.","affiliations":[],"preferred":false,"id":199917,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29465,"text":"wri844245 - 1984 - Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844245","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":"84-4245","title":"Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982","docAbstract":"In the 9,950 square mile area of the Suwannee River basin in Florida and Georgia, a network of 33 surface-water gaging stations operated for different periods of time from 1927 to 1982 was evaluated for its capability to provide program information for floodplain mapping, floodplain management, forecasting of flow extremes, and defining the impact of changes in land use on surface-water quantity and quality. Gaging stations are classified based on the type of data and number of years record as current use, long-term trend, and planning and design. Goals are established for each classification. Suggestions for program revisions include establishing crest-stage gages for high-flow and flood-profile data, defining and establishing a low-flow network, and establishing two and discontinuing one daily discharge station. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844245","usgsCitation":"Rumenik, R.P., and Coffin, J., 1984, Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4245, iv, 22 p. :maps ;28 cm., https://doi.org/10.3133/wri844245.","productDescription":"iv, 22 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4245/report-thumb.jpg"},{"id":58309,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4245/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db6360f4","contributors":{"authors":[{"text":"Rumenik, Roger P.","contributorId":42626,"corporation":false,"usgs":true,"family":"Rumenik","given":"Roger","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coffin, J.E.","contributorId":75913,"corporation":false,"usgs":true,"family":"Coffin","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201566,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12121,"text":"ofr83698 - 1984 - Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:10:07","indexId":"ofr83698","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":"83-698","title":"Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","docAbstract":"This report summarizes available hydrologic data for Area 62 and will aid leasing decisions, and the preparation and appraisal of environmental impact studies and mine-permit applications. Area 62 is located at the southern end of the Rocky Mountain Coal Province in parts of New Mexico and Arizona and includes approximately 9,500 square miles. Surface mining alters, at least temporarily, the environment; if the areas are unreclaimed, there can be long-term environmental consequences.\r\n\r\nThe land-ownership pattern in Area 62 is complicated. The checkerboard pattern created by several types of ownership makes effective management of these lands difficult.\r\n\r\nThe climate generally is semiarid with average annual precipitation ranging from 10 to 20 inches. Pinons, junipers, and grasslands cover most of the area, and much of it is used for grazing by livestock. Soils vary with landscape, differing from flood plains and hillslopes to mountain slopes.\r\n\r\nThe major structural features of this area were largely developed during middle Tertiary time. The main structural features are the southern San Juan Basin and the Mogollon slope. Coal-bearing rocks are present in four Cretaceous rock units of the Mesaverde Group: the Gallup Sandstone, the Dileo Coal Member, and the Gibson Coal Member of the Crevasse Canyon Formation, and the Cleary Coal Member of the Menefee Formation.\r\n\r\nArea 62 is drained by Black Creek, the Puerco River, the Zuni River, Carrizo Wash-Largo Creek, and the Rio San Jose. Only at the headwaters of the Zuni River is the flow perennial. The streamflow-gaging station network consists of 25 stations operated for a variety of needs. Streamflow changes throughout the year with variation related directly to rainfall and snowmelt. Base flow in Area 62 is zero indicating no significant ground-water discharge. Mountainous areas contribute the highest mean annual runoff of 1.0 inch. Very few water-quality data are available for the surface-water stations. Of the nine surface-water stations that have water-quality data, only one has chemical analyses from more than 10 samples. Therefore, sufficient data to characterize the area in detail are not available. Suspended sediment data are available only for a few surface-\r\nwater stations in the area. Erosion rates generally are less than 1 acre-foot per square mile per year. Greater erosion rates are found within the badland areas.\r\n\r\nWater levels are periodically measured at 21 selected wells in Area 62. These observation wells are located mostly along the Rio San Jose and northeast of Gallup, New Mexico. The recharge to ground-water aquifers generally coincide with areas of greater precipitation in the mountainous areas. Depth to water below land surface is generally less than 200 feet. Well yields of 100 gallons per minute are common in most of the area.\r\n\r\nGround-water quality is variable both within each aquifer and between aquifers. Water quality generally is best near recharge areas.\r\n\r\nHistorical and current data related to stream discharge, water quality, and suspended sediment are available from computer files in the U.S. Geological Survey's National Water Data Storage and Retrieval System (WATSTORE) and through the National Water Data Exchange (NAWDEX).","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr83698","usgsCitation":"Roybal, F., Wells, J., Gold, R., and Flager, J., 1984, Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona (WRI/OFR 83-698): U.S. Geological Survey Open-File Report 83-698, v, 66 p., https://doi.org/10.3133/ofr83698.","productDescription":"v, 66 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":146287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0698/report-thumb.jpg"},{"id":40145,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0698/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,34 ], [ -110,36 ], [ -107.5,36 ], [ -107.5,34 ], [ -110,34 ] ] ] } } ] }","edition":"WRI/OFR 83-698","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604be4","contributors":{"authors":[{"text":"Roybal, F.E.","contributorId":62998,"corporation":false,"usgs":true,"family":"Roybal","given":"F.E.","email":"","affiliations":[],"preferred":false,"id":165151,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":165153,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gold, R.L.","contributorId":97918,"corporation":false,"usgs":true,"family":"Gold","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":165154,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Flager, J.V.","contributorId":72799,"corporation":false,"usgs":true,"family":"Flager","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":165152,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29404,"text":"wri844197 - 1984 - Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri844197","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":"84-4197","title":"Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","docAbstract":"The report contains a table of ground-water level data and two preliminary potentiometric-surface maps for the Yucca Mountain area. The water-level surface shown on the maps generally represents water-table (unconfined) conditions. The water table in the Yucca Mountain area occurs in ash-flow and air-fall tuffs of tertiary age. West of the crest of Yucca Mountain, water-level altitudes are about 775 meters above sea level. Along the eastern edge and southern end of Yucca Mountain, the potentiometic surface generally is nearly flat, is about 728 to 730 meters above sea level, and has a southeastward slope. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844197","usgsCitation":"Robison, J.H., 1984, Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4197, iii, 8 p. :maps ;28 cm., https://doi.org/10.3133/wri844197.","productDescription":"iii, 8 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4197/report-thumb.jpg"},{"id":58255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66795b","contributors":{"authors":[{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201476,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28579,"text":"wri834128 - 1984 - Channel changes of Powder River between Moorhead and Broadus, Montana, 1939-1978","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri834128","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":"83-4128","title":"Channel changes of Powder River between Moorhead and Broadus, Montana, 1939-1978","docAbstract":"Bank erosion and changes in channel width, length, and pattern were determined for the Powder River between Moorhead and Broadus, Montana using maps of the bankfull channel made from aerial photographs taken during 1939, 1954, 1967, 1973, and 1978. Contemporaneous daily mean and peak discharge records from Moorhead provide the hydrologic data used to interpret the measurements. Magnitudes and frequency of flows were determined for each interval of time delimited by photographs. Bank erosion is related to the number of days that mean discharge was equal to or greater than bankfull (1.5-year flood). Mean channel width ranged between 264 ft (1973) and 415 ft (1967). The channel was wider after periods of higher annual peak flows. The channel lengthened between 1939 and 1978, although at least 12 meanders cut off between Moorhead and Broadus. Variable rates of lengthening in the reach reflect the degree of bedrock control in the valley and local variations in valley slope. Data from the Powder River verify the concept of thresholds of channel pattern stability that were demonstrated experimentally. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834128","usgsCitation":"Martinson, H.A., 1984, Channel changes of Powder River between Moorhead and Broadus, Montana, 1939-1978: U.S. Geological Survey Water-Resources Investigations Report 83-4128, vi, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834128.","productDescription":"vi, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4128/report-thumb.jpg"},{"id":57402,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e6378","contributors":{"authors":[{"text":"Martinson, H. A.","contributorId":16834,"corporation":false,"usgs":true,"family":"Martinson","given":"H.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200057,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","interactions":[{"subject":{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"ofr84453","publicationYear":"1984","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"id":1}],"supersededBy":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"lastModifiedDate":"2017-09-29T16:08:24","indexId":"ofr84453","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":"84-453","title":"Magnitude and frequency of high flows of unregulated streams in Kansas","docAbstract":"<p>Information on high-flow magnitude and frequency is needed for hydro-logic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations through-out Kansas. Results of frequency calculations are given for durations of high flow of 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days. Accuracy of the magnitude-frequency values is influenced by the variability of flow, the number of years of flow record, and the recurrence interval calculated.</p><p>High-flow magnitude and frequency for ungaged sites can be estimated from regression equations using significant drainage-basin characteristics of contributing-drainage area; 50-year, 24-hour rainfall; and free-water-surface evaporation. Standard errors of estimate for ungaged sites on ungaged streams range from 31 to 49 percent, generally increasing with recurrence interval. If an ungaged site is near a gaging station having 10 or more years of record on the same stream, the data for the gaging station may be used to improve the regression estimates.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84453","usgsCitation":"Jordan, P.R., 1984, Magnitude and frequency of high flows of unregulated streams in Kansas: U.S. Geological Survey Open-File Report 84-453, iv, 45 p., https://doi.org/10.3133/ofr84453.","productDescription":"iv, 45 p.","numberOfPages":"53","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":346287,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0453/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0453/report-thumb.jpg"}],"country":"United 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,{"id":11653,"text":"ofr84449 - 1984 - Geohydrologic and drill-hole data for test well USW H-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:33","indexId":"ofr84449","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":"84-449","title":"Geohydrologic and drill-hole data for test well USW H-4, Yucca Mountain, Nye County, Nevada","docAbstract":"Data are presented on drilling operations, lithology, geophysical well logs, sidewall-core samples, water-level monitoring, pumping tests, injection tests, radioactive-tracer borehole flow survey, and water chemistry for test well USW H-4. The well is one of a series of test wells drilled in the southwestern part of the Nevada Test Site, Nye County, Nevada, in cooperation with the U.S. Department of Energy. These test wells are part of the Nevada Nuclear Waste Storage Investigations to identify sites for storage of high-level radioactive wastes. Test well USW H-4 was drilled in ash-flow tuff to a total depth of 1,219 meters. Depth to water below land surface was 519 meters or at an altitude of 730 meters above sea level. After test pumping at a rate of 17.4 liters per second for approximately 9 days, the drawdown was 4.85 meters. A radioactive borehole-flow survey indicated that the Bullfrog Member was the most productive geologic unit, producing 36.5 percent of the water in the well. The second most productive geologic unit was the Tram Member, which produced 32 percent of the water. The water in test well USW H-4 is predominantly a soft, sodium bicarbonate type of water typical of water produced in tuffaceous rocks in southern Nevada. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84449","usgsCitation":"Whitfield, M., Thordarson, W., and Eshom, E., 1984, Geohydrologic and drill-hole data for test well USW H-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Open-File Report 84-449, iv, 69 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84449.","productDescription":"iv, 69 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":143710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0449/report-thumb.jpg"},{"id":39510,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0449/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f68","contributors":{"authors":[{"text":"Whitfield, M.S.","contributorId":69547,"corporation":false,"usgs":true,"family":"Whitfield","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":163512,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":163511,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Eshom, E.P.","contributorId":83127,"corporation":false,"usgs":true,"family":"Eshom","given":"E.P.","email":"","affiliations":[],"preferred":false,"id":163513,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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