{"pageNumber":"220","pageRowStart":"5475","pageSize":"25","recordCount":6233,"records":[{"id":25806,"text":"wri824119 - 1982 - A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri824119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4119","title":"A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana","docAbstract":"A two-dimensional finite-element surface-water flow modeling system was used to study the effect of Interstate Highway 10 on water-surface elevations and flow distribution during the flood on the Pearl River on April 2, 1980, near Slidell, La. A finite-element network was designed to represent the topography and vegetative cover of the study reach. Hydrographic data collected for the 1980 flood were used to calibrate the flow model. The finite-element network was then modified to represent conditions prior to roadway construction, and the hydraulic impact of I-10 was determined by comparing ' before ' and ' after ' results. Upstream from the roadway, maximum backwater at the west edge of the flood plain (1.5 ft) is greater than maximum backwater at the east edge (1.1 ft). Backwater ranging from 0.6 to 0.2 ft. extends more than a mile downstream from the Pearl River bridge opening in I-10 at the east edge of the flood plain, and drawdown of 0.2 ft. or more occurs along approximately 2 miles of the west edge of the flood plain downstream from I-10. The capability of the modeling system to simulate the significant features of steady-state flow in a complicated multi-channel river-flood-plain system with variable topography and vegetative was successfully demonstrated in this study. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824119","usgsCitation":"Lee, J.K., Froelich, D., Gilbert, J.J., and Wiche, G., 1982, A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 82-4119, vi, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824119.","productDescription":"vi, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4119/report-thumb.jpg"},{"id":54549,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54550,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54551,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54552,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54553,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54554,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54555,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54556,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd496de4b0b290850ef288","contributors":{"authors":[{"text":"Lee, J. K.","contributorId":28233,"corporation":false,"usgs":true,"family":"Lee","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":195153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Froelich, D.C.","contributorId":20786,"corporation":false,"usgs":true,"family":"Froelich","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":195152,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gilbert, J. J.","contributorId":12448,"corporation":false,"usgs":true,"family":"Gilbert","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195151,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":195154,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":9953,"text":"ofr82751 - 1982 - Yearly variations in runoff and frequency of dry years for the conterminous United States, 1911-79","interactions":[],"lastModifiedDate":"2016-05-09T09:03:40","indexId":"ofr82751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-751","title":"Yearly variations in runoff and frequency of dry years for the conterminous United States, 1911-79","docAbstract":"<p>Gaging-station data are presented on variations in annual runoff over the conterminous United States and nearby Canada during the period 1911-79 in tabular and graphic (map) form. These data bring up-to-date and extend backward in time previous reports on streamflow stations by Harbeck and Langbein in 1949 which covered the period 1921-45 and that by Busby in 1963 which covered the period 1931-60. As depicted in Langbein and Slack (1980), these data show that, contained within a rather large seemingly random or sporadic pattern, there appears to be a previously unnoticed degree of similarity in the occurrence of subnormal flows across the country. In each of three regions, viz., West, Center, and East, dry years were concentrated in two sequences, one centered in the 1930 's and the second in the decade from the mid-50 's to the mid-60's. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82751","usgsCitation":"Langbein, W.B., and Slack, J.R., 1982, Yearly variations in runoff and frequency of dry years for the conterminous United States, 1911-79: U.S. Geological Survey Open-File Report 82-751, iii, 88 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr82751.","productDescription":"iii, 88 p. ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":143611,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0751/report-thumb.jpg"},{"id":37727,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0751/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5bf3","contributors":{"authors":[{"text":"Langbein, W. B.","contributorId":102053,"corporation":false,"usgs":true,"family":"Langbein","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slack, J. R.","contributorId":40205,"corporation":false,"usgs":true,"family":"Slack","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":160563,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11563,"text":"ofr80676 - 1982 - Estimating peak discharges of small rural streams in Massachusetts","interactions":[{"subject":{"id":11563,"text":"ofr80676 - 1982 - Estimating peak discharges of small rural streams in Massachusetts","indexId":"ofr80676","publicationYear":"1982","noYear":false,"title":"Estimating peak discharges of small rural streams in Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":2880,"text":"wsp2214 - 1983 - Estimating peak discharges of small, rural streams in Massachusetts","indexId":"wsp2214","publicationYear":"1983","noYear":false,"title":"Estimating peak discharges of small, rural streams in Massachusetts"},"id":1}],"supersededBy":{"id":2880,"text":"wsp2214 - 1983 - Estimating peak discharges of small, rural streams in Massachusetts","indexId":"wsp2214","publicationYear":"1983","noYear":false,"title":"Estimating peak discharges of small, rural streams in Massachusetts"},"lastModifiedDate":"2022-08-09T15:49:04.64596","indexId":"ofr80676","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"80-676","title":"Estimating peak discharges of small rural streams in Massachusetts","docAbstract":"<p>Floodflows on natural-flow streams in Massachusetts with drainage areas between 0.25 square miles and 260 square miles may be estimated from drainage area, main-channel slope, mean basin elevation, and the area of swamps, lakes, and ponds. Multiple-regression techniques were used to define the relationship between a suite of basin and climatic characteristics and flood peaks in three flood-frequency regions at a total of 95 sites. Station flood-frequency data were computed following guidelines in Bulletin I7A of the U.S. Water Resources Council. The frequency analyses are based upon weighted skew values, and adjustments for high and low outliers, and historic peak data. Regression equations for estimation of peak discharges for 0.5, 0.2, 0.1, 0.04, 0.02, and 0.01 exceedance probabilities are provided for ungaged sites. An improved sample of flood peaks and gaging stations and the definition of three flood-frequency regions reduced the standard error of estimate by about 5 percent over those for the 1977 relations. Included in this analysis were the synthetic flood-frequency data at eight sites computed using historic climatic data and 10 parameters optimized by calibration of the U.S. Geological Survey's rainfall-runoff model with storm data observed over II years. The equations are applicable to streams unaffected by regulation where the usable manmade storage is less than 4.5 million cubic feet per square mile, or by diversions or urbanization. The equations are restricted to sites where the basin indices are within a specified range outside of eastern Plymouth, Barnstable, Dukes or Nantucket Counties. In these areas, the available data do not adequately define the influence of high infiltration and storage capacities of drainage basins on floodflows.</p>","largerWorkType":{"id":18,"text":"Report"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80676","collaboration":"Prepared in cooperation with the Massachusetts Department of Public Works and the U.S. Department of Highway Transportation, Federal Highway Administration","usgsCitation":"Wandle, S.W., 1982, Estimating peak discharges of small rural streams in Massachusetts: U.S. Geological Survey Open-File Report 80-676, iv, 33 p., https://doi.org/10.3133/ofr80676.","productDescription":"iv, 33 p.","costCenters":[],"links":[{"id":405034,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0676/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0676/report-thumb.jpg"}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648677","contributors":{"authors":[{"text":"Wandle, S. William Jr.","contributorId":99562,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","suffix":"Jr.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":163363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29333,"text":"wri8148 - 1982 - Base flow of streams on Long Island, New York","interactions":[],"lastModifiedDate":"2013-02-28T08:00:09","indexId":"wri8148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-48","title":"Base flow of streams on Long Island, New York","docAbstract":"On Long Island, base flow under nonurbanized conditions constitutes 90 to 95% of total stream discharge. Base-flow data from 19 continuously gaged streams are presented as monthly mean and annual mean discharge for water years 1960-75, which includes the 1962-66 drought. The data were derived by hydrograph-separation procedures that isolate mean daily base flow from mean daily discharge. A close empirical relationship between annual mean base flow and stream discharge at the 55-% duration point facilities estimation of average base flow and can be used in place of the more time-consuming hydrograph-separation technique. These data are needed in calibration of computer models that will be used to predict the effects of hydrologic stresses, such as sewering, on the Long Island ground-water system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8148","usgsCitation":"Reynolds, R.J., 1982, Base flow of streams on Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 81-48, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8148.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159225,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268533,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0048/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649270","contributors":{"authors":[{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10051,"text":"ofr82164 - 1982 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","interactions":[],"lastModifiedDate":"2017-04-19T10:18:01","indexId":"ofr82164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-164","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Houston, and San Antonio.</p><p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p><ol><li>To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.</li><li>To determine the effect of urban development on flood peaks and volumes.</li><li>To ascertain the variation in water quality for different flow conditions and different seasons.</li></ol><p>This report, the sixteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1979 water year (October 1, 1978 to September 30, 1979).</p><p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to make a study of the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters. A report by Waddell, Massey, and Jennings (1979) presents data on computed runoff from the Houston area and computed concentrations and loads of selected waterquality constituents combined in the inflow to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydro!ogic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Li scum and Massey (1980) presents a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p><p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, volume 2, 1979.\"</p><p>To facilitate the publication and distribution of this report at the earliest feasible time, some material has been included that does not conform to the formal publications standards of the U.S. Geological Survey.</p><p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82164","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Weigel, J.F., and Bruchmiller, J., 1982, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979: U.S. Geological Survey Open-File Report 82-164, 308 p., https://doi.org/10.3133/ofr82164.","productDescription":"308 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":145609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0164/report-thumb.jpg"},{"id":37900,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0164/report.pdf","text":"Report","size":"6.18 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              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Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":160733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, Jay F.","contributorId":19560,"corporation":false,"usgs":true,"family":"Weigel","given":"Jay","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160732,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bruchmiller, J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":160734,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11489,"text":"ofr811007 - 1982 - Surface-water-quality data from selected sites in Washington affected by Mount St. Helens eruptions; March 27 - September 30, 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:06:45","indexId":"ofr811007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-1007","title":"Surface-water-quality data from selected sites in Washington affected by Mount St. Helens eruptions; March 27 - September 30, 1980","docAbstract":"The volcanic eruptions of Mount St. Helens have resulted in the collection of many forms of hydrologic data. Chemical data collected from March 27 to September 30, 1980, to document the effects of the various volcanic events (mudflows, pyroclastic flows, deposition of ash) on the quality of surface water at selected sites in the State of Washington are presented in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr811007","usgsCitation":"Turney, G.L., and Klein, J., 1982, Surface-water-quality data from selected sites in Washington affected by Mount St. Helens eruptions; March 27 - September 30, 1980: U.S. Geological Survey Open-File Report 81-1007, iii, 158 p. :map ;28 cm., https://doi.org/10.3133/ofr811007.","productDescription":"iii, 158 p. :map ;28 cm.","costCenters":[],"links":[{"id":146578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1007/report-thumb.jpg"},{"id":39360,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a551","contributors":{"authors":[{"text":"Turney, G. L.","contributorId":95070,"corporation":false,"usgs":true,"family":"Turney","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":163230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klein, J.M.","contributorId":44550,"corporation":false,"usgs":true,"family":"Klein","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":163229,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10055,"text":"ofr82446 - 1982 - Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr82446","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-446","title":"Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming","docAbstract":"This report documents the preliminary data obtained from Northern Great Plains test well 1 and describes the preliminary results and future testing plans. The intended audience includes hydrologists, local water users, drilling contractors, and water managers. The test well was drilled as part of the study to determine the water resource potential of the regional aquifer system in the Northern Great Plains, an area of about 250,000 sq mi. The well is 4,485 ft deep; nine cores were drilled totaling 182 ft; 157.42 ft of core were recovered. Sidewall cores were obtained from 24 horizons. Gamma and density scans of the cores were made, and selected parts were tested for density, porosity, and vertical and horizontal permeability. Eight zones were perforated and tested using conventional drill-stem tests and swabbing. Water samples were obtained from seven zones. No major potential sources of groundwater were penetrated by the test well. Estimated yields from selected zones range from about 240 gal/min with 400 ft of drawdown to about 5 gal/min flow at the surface. Dissolved-solids concentrations ranged from about 1,800 to 3,000 mg/l. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82446","usgsCitation":"Lobmeyer, D., Anna, L.O., and Busby, J., 1982, Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming: U.S. Geological Survey Open-File Report 82-446, 80 p., 3 logs, ill., maps ;28 cm., https://doi.org/10.3133/ofr82446.","productDescription":"80 p., 3 logs, ill., maps ;28 cm.","costCenters":[],"links":[{"id":145632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0446/report-thumb.jpg"},{"id":37904,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0446/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67aee5","contributors":{"authors":[{"text":"Lobmeyer, D.H.","contributorId":106502,"corporation":false,"usgs":true,"family":"Lobmeyer","given":"D.H.","affiliations":[],"preferred":false,"id":160740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anna, L. O.","contributorId":65472,"corporation":false,"usgs":true,"family":"Anna","given":"L.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":160738,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Busby, J.F.","contributorId":105300,"corporation":false,"usgs":true,"family":"Busby","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":160739,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8095,"text":"ofr82891 - 1982 - Eruptive history, petrology, and petrogenesis of the Joe Lott Tuff Member of the Mount Belknap Volcanics, Marysvale volcanic field, west-central Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:06:06","indexId":"ofr82891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-891","title":"Eruptive history, petrology, and petrogenesis of the Joe Lott Tuff Member of the Mount Belknap Volcanics, Marysvale volcanic field, west-central Utah","docAbstract":"The Joe Lott Tuff Member of the Mount Belknap Volcanics is the largest rhyolitic ash-flow tuff sheet in the Marysvale volcanic field. It was erupted 19 m.y. ago, shortly after the changeover from intermediate-composition calc-alkalic volcanism to bimodal basalt-rhyolite volcanism. Eruption of the tuff resulted in the formation of the Mount Belknap Caldera whose pyroclastic intracaldera stratigraphy parallels that in the outflow facies. The Joe Loft Tuff Member is a composite ash-flow sheet that changes laterally from a simple cooling unit near the source to four distinct cooling units toward the distal end. The lowest of these units is the largest and most widespread; it is 64 m thick and contains a basal vitrophyre. Eruption of the lower unit led to the initial collapse of the caldera. The lower unit is followed upward by a 43 m middle unit, a 26 m pink-colored unit which is separated by a prominent air- fall layer, and a 31 m upper unit. \r\n\r\nThe Joe Loft Tuff Member is an alkali rhyolite with 75.85-77.31 wt. % silica and 8.06-9.32 wt. % K2O+Na2O; the agpaitic index (Na2O+ K2O/Al2O3) is .77-.98. The tuff contains about I% phenocrysts of quartz, sanidine, oligoclase, augite, apatite, zircon, sphene, biotite, and oxidized Fe-Ti oxides. The basal vitrophyre contains accessory allanite, chevkinite, and magnesiohastingsite. The main cooling units are chemically and mineralogically zoned indicating that the magma chamber restratified prior to each major eruption. Within each of the two thickest cooling units, the mineralogy changes systematically upwards; the Or content and relative volume of sanidine decreases and An content of plagioclase increases. The basal vitrophyre of the lower unit has a bulk composition that lies in the thermal trough near the minima of Or-Ab-Q at 1 kb PH2O. Microprobe analyses of feldspar and chemical modeling on experimental systems indicate that pre-eruption temperatures were near 750?C and that the temperature increased during the eruption of the cooling units. \r\n\r\nThe chemical gradients in the apatite and whole-rock data in the Joe Loft Tuff Member and the consistent mineral assemblages throughout the ash-flow cannot be explained by crystal settling. The fractionation of the Joe Lott Tuff Member appears to closer fit the model of convection-driven thermogravitational diffusion.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82891","usgsCitation":"Budding, K.E., 1982, Eruptive history, petrology, and petrogenesis of the Joe Lott Tuff Member of the Mount Belknap Volcanics, Marysvale volcanic field, west-central Utah: U.S. Geological Survey Open-File Report 82-891, 80 p., 1 over-size sheet, ill., maps ;28 cm., https://doi.org/10.3133/ofr82891.","productDescription":"80 p., 1 over-size sheet, ill., maps ;28 cm.","costCenters":[],"links":[{"id":108443,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13849.htm","linkFileType":{"id":5,"text":"html"},"description":"13849"},{"id":141340,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0891/report-thumb.jpg"},{"id":35694,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0891/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35695,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0891/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe0b7","contributors":{"authors":[{"text":"Budding, Karin E.","contributorId":32164,"corporation":false,"usgs":true,"family":"Budding","given":"Karin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":157137,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8193,"text":"ofr82681 - 1982 - Potential effects of surface coal mining on the hydrology of the Cook Creek area, Ashland coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:09","indexId":"ofr82681","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-681","title":"Potential effects of surface coal mining on the hydrology of the Cook Creek area, Ashland coal field, southeastern Montana","docAbstract":"The Cook Creek area of the Ashland coal field contains large reserves of Federally owned coal that have been identified for potential lease sale. A hydrologic study has been conducted in the potential lease area to describe existing hydrologic systems and to assess potential impacts of surface coal mining on local water resources. Hydrogeologic data collected from wells, springs, and drill holes indicate that shallow aquifers exist within the Tongue River Member of the Fort Union Formation (Paleocene age) and within valley alluvium (Pleistocene and Holocene age). Shallow aquifers within the Tonge River Member include coal beds, clinker, and lenses of sandstone and siltstone. The Knobloch coal bed, a principal shallow aquifer used for livestock watering in the area, averages about 55 feet in thickness and is completely saturated throughout most of its extent. Coarse alluvial deposits are the most productive aquifers and are a major source of stock water in the Cook Creek basin. Surface-water resources are limited to the upstream reach part of Cook Creek, which flows intermittently. The downstream reach part of Cook Creek, plus all other small drainages that originate in the study area, are ephemeral. Mining of the Knoblock and Sawyer coal beds would remove two alluvial springs, one bedrock spring, and two wells, which are all used for watering of livestock. The potentiometric surface within the Knobloch coal aquifer and the alluvial aquifer in the downstream part of the Cook Creek basin would be lowered during mining. Lowered water levels in these aquifers might substantially affect water levels in five wells outside the mine boundary. After mining, the alluvial aquifer downgradient from the mine area might show a long-term degradation in water quality as a result of leaching of soluble salts from overburden materials used to backfill mine pits. Although mining would alter the existing hydrologic systems and remove several springs and shallow wells, alternative ground-water supplies are available that could be developed to replace those lost by mining. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82681","usgsCitation":"Cannon, M.R., 1982, Potential effects of surface coal mining on the hydrology of the Cook Creek area, Ashland coal field, southeastern Montana: U.S. Geological Survey Open-File Report 82-681, 34 p., 2 over-size sheets, ill., maps ;28 cm., https://doi.org/10.3133/ofr82681.","productDescription":"34 p., 2 over-size sheets, ill., maps ;28 cm.","costCenters":[],"links":[{"id":140982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0681/report-thumb.jpg"},{"id":35805,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0681/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35806,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0681/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35807,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0681/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683848","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157321,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28083,"text":"wri824064 - 1982 - A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4064","title":"A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","docAbstract":"A finite-difference digital model was used to simulate steady-state conditions of the Big Sioux aquifer in Minnehaha County. Average water levels and average base flow discharge (4.9 cu ft/s) of the Big Sioux River were based on data from 1970 through 1979. The computer model was calibrated for transient conditions by simulating monthly historic conditions for 1976. During 1976, pumpage was offset mostly by surface-water recharge to the aquifer from January through June and ground-water discharge from storage from July through December. Measured drawdowns during 1976 generally were less than 2 feet except in the Sioux Falls city well field where drawdowns were as much as 15 feet. The model was used to study the effects of increased withdrawals under three hypothetical hydrologic situations. One hypothetical situation consisted of using 1976 pumping rates, recharge, and evapotranspiration but the Big Sioux River dry. The pumping rate after 16 months was decreased by 40 percent from the actual pumping rate for that month in order to complete the monthly simulation without the storage being depleted at a nodal area. The second hypothetical situation consisted of a pumpage rate of 44.4 cubic feet per second from 60 wells spaced throughout the aquifer under historic 1976 hydrologic conditions. The results were that the aquifer could supply the additional withdrawal. The third hypothetical situation used the same hydrologic conditions as the second except that recharge was zero and the Big Sioux River was dry downstream from row 54. After 18 monthly simulations, the pumping rate was decreased by 44 percent to prevent pumping wells from depleting the aquifer, and, at that rate, 63 percent of the water being pumped was being replaced by water from the river. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824064","usgsCitation":"Koch, N., 1982, A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 82-4064, vii, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824064.","productDescription":"vii, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4064/report-thumb.jpg"},{"id":56903,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed20","contributors":{"authors":[{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":199191,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10462,"text":"ofr82909 - 1982 - Baseline water-quality data for sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena counties, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:28:50","indexId":"ofr82909","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-909","title":"Baseline water-quality data for sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena counties, Minnesota","docAbstract":"<p>Tapping the surficial sand-plain aquifers in west-central Minnesota has raised the possibility for degradation of water quality. The sand-plain areas are generally overlain by sandy soils that permit rapid infiltration of precipitation and, possibly, of surface contaminants. One hundred twenty-five wells were sampled in Hubbard, Morrison, Otter Tail, and Wadena Counties during 1979-81 to establish regional baseline water quality. The wells were chosen to provide optimum areal coverage based on geology, direction of ground-water flow, and extent of aquifer development.</p>\n<p>Water from the sand-plain aquifers is of the calcium bicarbonate type. The water is hard to very hard with dissolved solids ranging from about 100 to 700 milligrams per liter. Locally, concentrations of dissolved solids, iron, manganese, and nitrate exceeded limits recommended by the Minnesota Pollution Control Agency.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr82909","collaboration":"Prepared in cooperation with the Soil and Water Observation Districts of Hubbard, Morrison, Otter Tail, and Wadena Counties, and the Minnesota Department of Natural Resources","usgsCitation":"Myette, C., 1982, Baseline water-quality data for sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena counties, Minnesota: U.S. Geological Survey Open-File Report 82-909, iii, 112 p., https://doi.org/10.3133/ofr82909.","productDescription":"iii, 112 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":38332,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0909/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0909/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County, Morrison County, Otter Tail County, and Wadena County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-95.1817,47.4124],[-94.6911,47.4106],[-94.6711,47.4103],[-94.6708,47.3225],[-94.6628,47.3221],[-94.6624,47.1498],[-94.6623,47.1429],[-94.664,46.9771],[-94.6554,46.9772],[-94.6597,46.8041],[-94.7856,46.8058],[-94.7835,46.6301],[-94.7802,46.6301],[-94.7833,46.4156],[-94.7774,46.4138],[-94.78,46.411],[-94.7825,46.4046],[-94.783,46.4005],[-94.7823,46.3973],[-94.777,46.3941],[-94.7724,46.3951],[-94.7711,46.3946],[-94.7664,46.3937],[-94.7644,46.3919],[-94.763,46.3878],[-94.759,46.3833],[-94.753,46.3819],[-94.7458,46.3829],[-94.7412,46.3834],[-94.7353,46.3816],[-94.7312,46.3748],[-94.7331,46.3698],[-95.1559,46.3708],[-95.1563,46.2828],[-95.1464,46.2825],[-95.1454,46.108],[-95.7693,46.1073],[-96.0862,46.1076],[-96.2667,46.109],[-96.2656,46.2854],[-96.2813,46.2851],[-96.2827,46.6308],[-96.1729,46.6307],[-96.1745,46.7187],[-96.0228,46.7179],[-96.0163,46.7199],[-96.0062,46.7178],[-95.1627,46.7191],[-95.1643,46.8072],[-95.1646,46.9789],[-95.1713,46.9788],[-95.1724,47.049],[-95.1696,47.1496],[-95.1694,47.3238],[-95.1827,47.3241],[-95.1817,47.4124]]],[[[-94.651,46.3462],[-94.6503,46.3457],[-94.6444,46.3453],[-94.6417,46.3454],[-94.6358,46.3463],[-94.6319,46.345],[-94.6305,46.3413],[-94.6285,46.3381],[-94.627,46.3317],[-94.625,46.3285],[-94.623,46.3267],[-94.619,46.3235],[-94.6163,46.3222],[-94.613,46.3218],[-94.6084,46.3223],[-94.6032,46.3237],[-94.5973,46.3256],[-94.5894,46.3229],[-94.5774,46.3175],[-94.5668,46.3116],[-94.5589,46.308],[-94.5535,46.3048],[-94.5469,46.3035],[-94.5423,46.3022],[-94.5351,46.3041],[-94.5365,46.3054],[-94.5358,46.3073],[-94.5325,46.3087],[-94.5247,46.3092],[-94.5227,46.3096],[-94.5174,46.3106],[-94.5122,46.3129],[-94.5063,46.3143],[-94.4991,46.3148],[-94.4925,46.3144],[-94.4839,46.314],[-94.4728,46.3187],[-94.465,46.3238],[-94.4572,46.3266],[-94.4466,46.329],[-94.4335,46.3318],[-94.4236,46.3296],[-94.4196,46.3269],[-94.4176,46.3255],[-94.4084,46.3233],[-94.4004,46.3178],[-94.3964,46.3114],[-94.3957,46.311],[-94.3937,46.306],[-94.3864,46.3019],[-94.3831,46.2996],[-94.3745,46.2983],[-94.3706,46.2983],[-94.3666,46.2979],[-94.3574,46.297],[-94.3547,46.2961],[-94.3501,46.2939],[-94.3475,46.2925],[-94.3461,46.2893],[-94.3454,46.282],[-94.344,46.2779],[-94.3427,46.277],[-94.3387,46.2747],[-94.3367,46.2733],[-94.336,46.2715],[-94.3373,46.2697],[-94.3419,46.2674],[-94.3465,46.2669],[-94.3491,46.265],[-94.3523,46.2618],[-94.3523,46.259],[-94.3529,46.2558],[-94.3575,46.2526],[-94.362,46.2494],[-94.3646,46.2471],[-94.3653,46.2457],[-94.3672,46.2443],[-94.3711,46.2411],[-94.375,46.2397],[-94.3783,46.2387],[-94.3823,46.2382],[-94.3862,46.2369],[-94.3875,46.2346],[-94.3881,46.2313],[-94.3887,46.2295],[-94.3907,46.229],[-94.3926,46.2267],[-94.3938,46.2198],[-94.3944,46.213],[-94.3944,46.2093],[-94.3924,46.2075],[-94.3917,46.2057],[-94.3877,46.2025],[-94.385,46.1988],[-94.3837,46.197],[-94.3823,46.1952],[-94.3737,46.1888],[-94.369,46.1834],[-94.3664,46.1797],[-94.367,46.1761],[-94.3715,46.1724],[-94.3701,46.166],[-94.3707,46.1618],[-94.3727,46.1595],[-94.3726,46.1568],[-93.8107,46.1551],[-93.8099,45.9812],[-93.7667,45.9812],[-93.7641,45.8202],[-93.9254,45.8216],[-94.0515,45.8262],[-94.3513,45.8228],[-94.3499,45.8173],[-94.3466,45.8141],[-94.3426,45.811],[-94.338,45.8078],[-94.3328,45.8042],[-94.3295,45.8014],[-94.3262,45.8001],[-94.3235,45.7992],[-94.3183,45.7997],[-94.3144,45.7992],[-94.3118,45.7983],[-94.3105,45.7965],[-94.3091,45.792],[-94.3077,45.7888],[-94.3051,45.7865],[-94.3018,45.7838],[-94.2972,45.7829],[-94.2894,45.7806],[-94.2841,45.7793],[-94.2802,45.778],[-94.2782,45.777],[-94.6438,45.7758],[-94.6419,45.9328],[-94.6478,45.9327],[-94.6466,46.2835],[-94.6519,46.2834],[-94.651,46.3462]]]]},\"properties\":{\"name\":\"Hubbard\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ae11","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":161444,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30095,"text":"wri824063 - 1982 - Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri824063","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4063","title":"Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","docAbstract":"The Arkansas Department of Pollution Control and Ecology and U.S. Geological Survey conducted a water quality assessment be made of the White River and, that a steady-state digital model be calibrated and used as a tool for simulating changes in nutrient loading. The city of Fayetteville 's wastewater-treatment plant is the only point-source discharger of waste effluent to the river. Data collected during synoptic surveys downstream from the wastewater-treatment plan indicate that temperature, dissolved oxygen, dissolved solids, un-ionized ammonia, total phosphorus, and floating solids and depositable materials did not meet Arkansas stream standards. Nutrient loadings below the treatment plant result in dissolved oxygen concentrations as low as 0.0 milligrams per liter. Biological surveys found low macroinvertebrate organism diversity and numerous dead fish. Computed dissolved oxygen deficits indicate that benthic demands are the most significant oxygen sinks in the river downstream from the wastewater-treatment plant. Benthic oxygen demands range from 2.8 to 11.0 grams per meter squared per day. Model projections indicate that for 7-day, 10-year low-flow conditions and water temperature of 29 degrees Celsius, daily average dissolved oxygen concentrations of 6.0 milligrams per liter can be maintained downstream from the wastewater-treatment plant if effluent concentrations of ultimate carbonaceous biochemical oxygen demand and ammonia nitrogen are 7.5 (5.0 5-day demand) and 2 milligrams per liter respectively. Model sensitivity analysis indicate that dissolved oxygen concentrations were most sensitive to changes in stream temperature. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824063","usgsCitation":"Terry, J.E., Morris, E.E., and Bryant, C.T., 1982, Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 82-4063, 113 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824063.","productDescription":"113 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4063/report-thumb.jpg"},{"id":58909,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58910,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58911,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e714a","contributors":{"authors":[{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bryant, C. T.","contributorId":7263,"corporation":false,"usgs":true,"family":"Bryant","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":202667,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27126,"text":"wri8221 - 1982 - Evaluation of the streamflow-data program in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:20:45","indexId":"wri8221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-21","title":"Evaluation of the streamflow-data program in Pennsylvania","docAbstract":"<p>The stream-gaging program in Pennsylvania is subject to budgetary&nbsp;constraints in the next several years. Elimination of those gaging stations&nbsp;that have no current-purpose use and little utility in providing regional&nbsp;flow-characteristic information is the most effective way to reduce costs.</p>\n<p>The efficient design of a network of gaging stations for obtaining regional information requires knowledge of the information in the data base and an assessment of the potential for improving the accuracy of data-transfer mechanisms. The analytical technique known as Network Analysis for Regional Information is used to assess acquired streamflow information and to evaluate its transferability within previously determined regions of homogenous streamflow characteristics. Regression equations that relate low-, mean-, and flood-flow characteristics to basin parameters are the data-transfer mechanisms used in the evaluation. This analysis showed that only minor improvements in the regression equations can be expected after 20 additional years of data collection at gages in the 1980 program. Transfer mechanisms with less model error are needed for improved data transferability.</p>\n<p>A more efficient program can be achieved by discontinuing selected gages in the planning-and-design network. To this end, 11 continuous-record and 25 partial-record gages were selected to be discontinued by April 1, 1980. Additionally, 6 continuous-record and 29 partial-record gages are suggested to be discontinued at the end of the 1985 water year.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8221","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Flippo, H.N., 1982, Evaluation of the streamflow-data program in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-21, Report: iv, 56 p.; Plate: 21.03 x 13.87 inches, https://doi.org/10.3133/wri8221.","productDescription":"Report: iv, 56 p.; Plate: 21.03 x 13.87 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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,{"id":30171,"text":"wri824025 - 1982 - Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri824025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4025","title":"Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","docAbstract":"This report describes modifications incorporated into the finite-difference model for simulation of groundwater flow in three dimensions. These modifications extend the application of this model to simulations involving head-dependent sources and sinks (i.e., rivers, evapotranspiration, and springs or drains). Other modifications are made that enhance the iterative-solution process of the Strongly Implicit Procedure (SIP). An acceleration (or dampening) factor is introduced to the matrix equation that is to be solved, and optional methods of computing iteration parameters are incorporated into the original model. This report also describes corrections to the model that eliminate errors in the equation formulation and in mass-balance computations of certain types of simulations. Additional data-input instructions, definitions of new variables, and a list of program-statement changes are given in an appendix. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824025","usgsCitation":"Torak, L., 1982, Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 82-4025, 67 p. in various pagings :ill. ;28 cm., https://doi.org/10.3133/wri824025.","productDescription":"67 p. in various pagings :ill. ;28 cm.","costCenters":[],"links":[{"id":119630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4025/report-thumb.jpg"},{"id":58972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285cf","contributors":{"authors":[{"text":"Torak, L.J.","contributorId":87533,"corporation":false,"usgs":true,"family":"Torak","given":"L.J.","affiliations":[],"preferred":false,"id":202802,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","interactions":[{"subject":{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"ofr821015","publicationYear":"1982","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"predicate":"SUPERSEDED_BY","object":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"id":1}],"supersededBy":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"lastModifiedDate":"2025-07-29T18:50:45.55039","indexId":"ofr821015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-1015","title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","docAbstract":"<p>Test well DO-CE 88 at Cambridge, Maryland, penetrated 3,299 feet of unconsolidated Quaternary, Tertiary and Cretaceous sediments and bottomed in quartz-monzonite gneiss. The well was drilled to provide data for a study of the aquifer system of the northern Atlantic Coastal Plain. Twenty-one core samples were collected. Six sand zones were tested for aquifer properties and sampled for ground-water chemistry. Point-water heads were measured at seven depths. Environmental heads (which ranged from -18.33 to +44.16 feet relative to sea level) indicate an upward component of flow. A temperature log showed a maximum temperature of 41.9 degrees Celsius and a mean temperature gradient of 0.00838 degrees Celsius per foot.</p><p>The water analyses delineated the freshwater-saltwater transition zone between 2,650 and 3,100 feet. The ground water changes progressively downward from a sodium bicarbonate to a sodium chloride character. Clays in the analyzed core samples belong to the montmorillonite and kaolinite groups, and mean cation exchange capacity ranged from 8.3 to 38.9 milliequivalents per 100 grams.</p><p>Vertical and horizontal hydraulic conductivities measured in cores ranged from 1.5 x 10-s to 1.3 feet per day and from 7.3 x 10-6 to 1.3 feet per day, respectively, but the most permeable sands were not cored. Porosity was 1.5 percent in the quartz monzonite bedrock and ranged from 22.4 to 41 percent in the overlying sediments. Transmissivities from aquifer tests ranged from 25 to 850 feet squared per day, horizontal hydraulic conductivities ranged from 2.5 to 85 feet squared per day, and intrinsic permeabilities ranged from 0.8 to 23 micrometers squared.</p><p>Fossils identified in core samples include palynomorphs, dinoflagellates, and foraminifers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr821015","usgsCitation":"Trapp, H., Knobel, L., Meisler, H., and Leahy, P., 1982, Test well DO-CE 88 at Cambridge, Dorchester County, Maryland: U.S. Geological Survey Open-File Report 82-1015, vi, 81 p., https://doi.org/10.3133/ofr821015.","productDescription":"vi, 81 p.","costCenters":[],"links":[{"id":493140,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140702,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1015/report-thumb.jpg"}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684b65","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":156180,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":156178,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":156177,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":156179,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25963,"text":"wri8247 - 1982 - Ground-water resources of the White River basin, Delaware County, Indiana","interactions":[],"lastModifiedDate":"2020-11-05T21:15:00.164788","indexId":"wri8247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-47","title":"Ground-water resources of the White River basin, Delaware County, Indiana","docAbstract":"<p><span>The ground-water resources of the White River basin in and near Delaware </span><span>County, Indiana, were investigated by mapping the aquifers, calculating their </span><span>hydraulic properties, determining the distribution of potentiometric head, and </span><span>determining some of the components of the ground-water budget from data collect</span><span>ed in the field. This information was used to construct and calibrate a seven-</span><span>layer, digital ground-water-flow model. The model, constructed and calibrated </span><span>to water-level and seepage data collected during the study, simulates conditions </span><span>for the autumn of 1977. The model was used to assess ground-water potential in </span><span>terms of yield, drawdown, and streamflow depletion. </span></p><p><span>Drift covers nearly the entire area and generally ranges in thickness from 0 to 500 feet. Beneath the drift lie Silurian and Ordovician limestone, dolomite, and shale. A bedrock valley trends east-west through the center of the area. Bedrock surface relief is about 400 feet. </span></p><p><span>Six confined sand and gravel aquifers interbedded in the drift, a bedrock aquifer, and an unconfined outwash aquifer are the three major aquifer systems. The nearly horizontal, areally discontinuous, confined sand and gravel aquifers generally range in thickness from 5 to 40 feet and have an average hydraulic conductivity estimated to be 433 feet per day. The bedrock aquifer underlying all of Delaware County has a permeable thickness estimated to be 150 feet and an average transmissivity of 1,000 square feet per day. </span></p><p><span>Observation-well records indicate that water-level fluctuation is seasonal and has no long-term trends. Municipal and industrial ground-water pumpage for 1976 was 3.1 million gallons per day (4.8 cubic feet per second). On October 29, 1977, when the flow duration in the White River at Muncie was 80 percent, ground-water seepage to streams was 81 cubic feet per second. The water budget simulated in the model indicated that the rate of inflow to the ground-water system in the modeled area is 102 cubic feet per second: 80 percent from effective areal recharge of precipitation and 20 percent from ground-water flow across the area boundaries. Two percent of the ground-water discharge is pump-age, 66 percent is seepage to streams, and the remaining 32 percent is flow across the area boundaries. </span></p><p><span>Simulations of seven pumping plans provide a general assessment of the water-yielding potential of the three major aquifer systems. Model results indicate that as much as 3 million gallons per day can be developed from well fields where the average drawdown is 20 feet. Model simulations also indicate that 7 million gallons per day is available from a potential well field around Muncie. </span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8247","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources","usgsCitation":"Arihood, L.D., and Lapham, W.W., 1982, Ground-water resources of the White River basin, Delaware County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 82-47, vi, 69 p., https://doi.org/10.3133/wri8247.","productDescription":"vi, 69 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":380218,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0047/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Delaware County","otherGeospatial":"White River basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.4451,40.3792],[-85.2205,40.379],[-85.2182,40.3073],[-85.2168,40.2198],[-85.2165,40.135],[-85.2157,40.0765],[-85.5763,40.0769],[-85.5784,40.3794],[-85.4451,40.3792]]]},\"properties\":{\"name\":\"Delaware\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696a92","contributors":{"authors":[{"text":"Arihood, Leslie D. 0000-0001-5792-3699 larihood@usgs.gov","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":2357,"corporation":false,"usgs":true,"family":"Arihood","given":"Leslie","email":"larihood@usgs.gov","middleInitial":"D.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7490,"text":"ofr82346 - 1982 - Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","interactions":[],"lastModifiedDate":"2017-09-02T09:55:54","indexId":"ofr82346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-346","title":"Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","docAbstract":"<p>Six exploratory wells were drilled into the cap rock underlying Salt Valley, Utah, for geologic, geophysical, and hydrologic data to augment information obtained from three previous test wells. Drilling of three other test holes was abandoned due to caving and loss of drilling tools, Before reaching the zone of saturation; the upper 100 meters of cap rock is unsaturated. Within the saturated part of the cap rock, hydraulic heads generally decrease with depth and to the northwest in this part of the valley.</p><p>Hydraulic conductivity of the cap rock, as determined from pumping tests, ranged from 9.3 X 10<sup>-5</sup> to 2.06 X 10<span id=\"_mce_caret\" data-mce-bogus=\"true\"><sup>-1</sup></span> meters per day; as a result, groundwater flow rates in the cap rock are low. Water ranges from a calcium bicarbonate sulfate type on the western edge of the valley to a calcium magnesium sodium bicarbonate, sulfate, chloride type near the center of the valley. Carbon-14 specific activity for cap-rock water yielded an uncorrected age of about 17,000 to 26,000 years before present near the western edge of the valley and about 41,000 years before present near the center of the valley.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr82346","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Wollitz, L.E., Thordarson, W., Whitfield, M.S., and Weir, J.E., 1982, Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah: U.S. Geological Survey Open-File Report 82-346, vii, 71 p., https://doi.org/10.3133/ofr82346.","productDescription":"vii, 71 p.","numberOfPages":"78","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":140454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0346/report-thumb.jpg"},{"id":34934,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0346/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Grand County","otherGeospatial":"Salt Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e092","contributors":{"authors":[{"text":"Wollitz, Leonard E.","contributorId":22340,"corporation":false,"usgs":true,"family":"Wollitz","given":"Leonard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155857,"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":155858,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whitfield, Merrick S. Jr.","contributorId":67911,"corporation":false,"usgs":true,"family":"Whitfield","given":"Merrick","suffix":"Jr.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":155859,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Weir, James E. Jr.","contributorId":47419,"corporation":false,"usgs":true,"family":"Weir","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155860,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":10084,"text":"ofr82430 - 1982 - Computer programs for modeling flow and water quality of surface water systems","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr82430","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-430","title":"Computer programs for modeling flow and water quality of surface water systems","docAbstract":"A selection of available computer programs for modeling flow and water quality in surface water systems is described. The models include programs developed as part of the U.S. Geological Survey Water Resources Division hydrologic research activities and others developed by other agencies, universities, and consulting firms. Each model description includes a statement of program use; data requirements; computer costs; availability of documentation and reference material; and a contact person for additional information. The report is intended to assist the researcher by presenting a very brief description of the surface-water models which are readily available for project use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Gulf Coast Hydroscience Center,","doi":"10.3133/ofr82430","usgsCitation":"Lorens, J., 1982, Computer programs for modeling flow and water quality of surface water systems: U.S. Geological Survey Open-File Report 82-430, 33 p. ;11 x 28 cm., https://doi.org/10.3133/ofr82430.","productDescription":"33 p. ;11 x 28 cm.","costCenters":[],"links":[{"id":143957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0430/report-thumb.jpg"},{"id":37937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0430/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a76de","contributors":{"authors":[{"text":"Lorens, J.A.","contributorId":15201,"corporation":false,"usgs":true,"family":"Lorens","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":160792,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25964,"text":"wri8248 - 1982 - Ground-water resources of the White River basin, Hamilton and Tipton Counties, Indiana","interactions":[],"lastModifiedDate":"2020-11-05T21:13:59.692849","indexId":"wri8248","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-48","title":"Ground-water resources of the White River basin, Hamilton and Tipton Counties, Indiana","docAbstract":"<p><span>An analysis of the ground-water resources of the Hamilton and Tipton </span><span>Counties was based on data from about 1,900 well logs, 125 water levels in 125 </span><span>wells, streamflow measurements at 57 sites, and municipal- and industrial-</span><span>pumpage records. These data were used to map the flow system and construct a </span><span>three-dimensional model of the study area and a more detailed two-dimensional </span><span>model of the outwash deposits along the White River. The models were used to </span><span>determine the pumpage from several pumping plans and the effect of these pump-</span><span>ages on streamflow and ground-water levels. </span></p><p><span>Model results indicate that 39 million gallons per day could be obtained from the outwash aquifer. This quantity of pumping in areas of high transmissivity near and parallel to the White River would reduce the saturated thick-ness of the aquifers at the wells by half. The models also indicated that 0.18 to 6.7 million gallons per day could be pumped from the confined sand and gravel and the bedrock aquifers that have high transmissivities and are near favor-able discharge areas. </span></p><p><span>Drift covers most of the study area and ranges in thickness from 0 to about 400 feet. The drift consists mainly of till and outwash deposits. Beneath the drift lie Silurian and Devonian limestone, dolomite, and shale having a surface relief of about 300 feet. </span></p><p><span>The study area contains five discontinuous, confined sand and gravel aquifers within the till, an outwash aquifer associated with the White River, and a bedrock aquifer. Of these aquifers, the south half of the outwash aquifer, having a saturated thickness averaging 70 feet and a width ranging from 2 to 3 miles, has the greatest potential for water supply. The general ranges of measurements for the aquifers are: thin and discontinuous confined aquifer, thickness from 5 to 20 feet and transmissivity from 1,000 to 20,000 square feet per day; outwash, transmissivity from 1,000 to 28,000 square feet per day; and bedrock, transmissivity from 500 to 10,000 square feet per day. Vertical hydraulic conductivity of the confining beds between the confined aquifers ranges from 7 x 10-4 to 7 x 10-2 feet per day and averages near 7 x 10-3 feet per day. </span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8248","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources","usgsCitation":"Arihood, L.D., 1982, Ground-water resources of the White River basin, Hamilton and Tipton Counties, Indiana: U.S. Geological Survey Water-Resources Investigations Report 82-48, vi, 69 p., https://doi.org/10.3133/wri8248.","productDescription":"vi, 69 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":157573,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0048/report-thumb.jpg"},{"id":380217,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Hamilton County, Tipton County","otherGeospatial":"White River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.45690917968749,\n              39.829631721333726\n            ],\n            [\n              -86.45690917968749,\n              40.46784549077257\n            ],\n            [\n              -85.58349609375,\n              40.46784549077257\n            ],\n            [\n              -85.58349609375,\n              39.829631721333726\n            ],\n            [\n              -86.45690917968749,\n              39.829631721333726\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a69d","contributors":{"authors":[{"text":"Arihood, Leslie D. 0000-0001-5792-3699 larihood@usgs.gov","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":2357,"corporation":false,"usgs":true,"family":"Arihood","given":"Leslie","email":"larihood@usgs.gov","middleInitial":"D.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195556,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28189,"text":"wri824017 - 1982 - Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4017","title":"Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","docAbstract":"Prior to development on Long Island, about 95 percent of total streamflow originated as groundwater seepage from the upper glacial aquifer; the remaining 5 percent consisted of direct storm runoff. Thus, the streams on Long Island function as groundwater drains. Their flow in dry weather is directly controlled by groundwater levels adjacent to the stream channels. Sewage systems in Nassau County have caused a general lowering of groundwater levels, which in turn has severely reduced streamflow. This report presents monthly water-level measurements in 259 wells in Nassau county from 1978-79 to provide a data base to evaluate the need to replace streamflow lost through lowering of the water table. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824017","usgsCitation":"Ku, H.F., and Simmons, D.L., 1982, Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79: U.S. Geological Survey Water-Resources Investigations Report 82-4017, iv, 34 p. :maps ;28 cm., https://doi.org/10.3133/wri824017.","productDescription":"iv, 34 p. :maps ;28 cm.","costCenters":[],"links":[{"id":110154,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35547.htm","linkFileType":{"id":5,"text":"html"},"description":"35547"},{"id":159249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4017/report-thumb.jpg"},{"id":57025,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4017/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57026,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e3d","contributors":{"authors":[{"text":"Ku, H. F.","contributorId":19976,"corporation":false,"usgs":true,"family":"Ku","given":"H.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, D. L.","contributorId":105325,"corporation":false,"usgs":true,"family":"Simmons","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199364,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28216,"text":"wri824048 - 1982 - Time of travel of selected Arkansas streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri824048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4048","title":"Time of travel of selected Arkansas streams","docAbstract":"Between 1971 and 1981, time-of-travel and dispersion measurements were made in 15 streams in Arkansas. Most of the streams studied were at or near base flow. Graphs are presented for predicting traveltime of solutes in segments of the streams studied. The relationship of time of passage and peak unit concentration to traveltime is presented for two of the streams. Examples of use and application of the data are given. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824048","usgsCitation":"Lamb, T., 1982, Time of travel of selected Arkansas streams: U.S. Geological Survey Water-Resources Investigations Report 82-4048, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824048.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4048/report-thumb.jpg"},{"id":57050,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c84","contributors":{"authors":[{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":199410,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29922,"text":"wri8155 - 1982 - Flow model of the Hudson River estuary from Albany to New Hamburg, New York","interactions":[],"lastModifiedDate":"2020-11-04T18:15:57.450538","indexId":"wri8155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-55","title":"Flow model of the Hudson River estuary from Albany to New Hamburg, New York","docAbstract":"<p><span>A one-dimensional transient-flow-simulation model was developed </span><span>to represent a 76-mile reach of the tidal Hudson River between Albany </span><span>and New Hamburg. In this reach, the direction of flow reverses four </span><span>times daily as a result of tidal influence; this produces complex </span><span>current patterns and retards the rate at which the river can flush </span><span>out pollutants. In the model, the reach studied is treated as two </span><span>subreaches to incorporate differences in channel conditions and to </span><span>simplify model calibration. </span></p><p><span>This report includes all stage (water-level) and discharge data that were used to calibrate and verify the model and compares the model results with measured data. The model accurately simulated observed flows, but further calibration based upon additional flow measurements would improve simulation of the flow magnitude and phasing of the tide reversal under low-flow conditions. The model can be used to calculate instantaneous stage, velocity, and discharge for any location in the reach and can also be used to calculate net volume flux between tide reversals. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8155","collaboration":"Prepared in cooperation with New York State Department of Environmental Conservation, New York City Department of Environmental Protection","usgsCitation":"Stedfast, D.A., 1982, Flow model of the Hudson River estuary from Albany to New Hamburg, New York: U.S. Geological Survey Water-Resources Investigations Report 81-55, vi, 69 p., https://doi.org/10.3133/wri8155.","productDescription":"vi, 69 p.","costCenters":[],"links":[{"id":160275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0055/report-thumb.jpg"},{"id":380162,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Hudson River estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.15771484375,\n              40.53050177574321\n            ],\n            [\n              -73.465576171875,\n              40.53050177574321\n            ],\n            [\n              -73.465576171875,\n              42.73894375124377\n            ],\n            [\n              -74.15771484375,\n              42.73894375124377\n            ],\n            [\n              -74.15771484375,\n              40.53050177574321\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df30c","contributors":{"authors":[{"text":"Stedfast, David A.","contributorId":53429,"corporation":false,"usgs":true,"family":"Stedfast","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7227,"text":"ofr82506 - 1982 - Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980","interactions":[],"lastModifiedDate":"2017-06-14T10:52:23","indexId":"ofr82506","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-506","title":"Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Houston, and San Antonio. Studies have been completed in the Dallas and Fort Worth areas.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones fault zone.</p>\n<p>The objectives of the Austin urban hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li>\n<li>To determine the effect of urban development on flood peaks and volume.</li>\n<li>To determine the variations in water quality during different seasons and flow conditions in representatives watersheds under various types of urban development.</li>\n<li>To quantitatively appraise the ground-water resources along the Balcones fault zone, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the Edwards aquifer that is is hydrologic circulation with Barton Springs.</li>\n</ol>\n<p>This report presents the basic hydrologic data collected in the Austin urban area for the 1980 water year (Oct. 1, 1979 to Sept. 30, 1980).</p>\n<p>Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-80-3, 1980.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82506","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Slade, R., Gaylord, J., Dorsey, M., Mitchell, R., and Gordon, J., 1982, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980: U.S. Geological Survey Open-File Report 82-506, 264 p., https://doi.org/10.3133/ofr82506.","productDescription":"264 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0506/report.pdf","text":"Report","size":"5.06 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":140696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0506/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608013","contributors":{"authors":[{"text":"Slade, R.M.","contributorId":84364,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","affiliations":[],"preferred":false,"id":154834,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gaylord, J.L.","contributorId":46520,"corporation":false,"usgs":true,"family":"Gaylord","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":154832,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":154833,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mitchell, R.N.","contributorId":94301,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":154835,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":154831,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":55175,"text":"wdrHI811 - 1982 - Water resources data for Hawaii and other Pacific areas: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-04T15:17:48.447144","indexId":"wdrHI811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-81-1","title":"Water resources data for Hawaii and other Pacific areas: Volume 1. Hawaii","docAbstract":"<p>Volume 1 of water resources data for the 1981 water year for Hawaii and other Pacific Areas consists of records of stage, discharge, and water quality of streams; and water levels and water quality in wells and springs. This report contains discharge records for 106 gaging stations; water quality for 11 gaging stations, 103 partial-record flow stations, and 150 wells; and water levels for 21 observation wells. Also included are 106 crest-stage partial-record stations and 19 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI811","collaboration":"Prepared in cooperation with the State of Hawaii and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Hawaii and other Pacific areas: Volume 1. Hawaii: U.S. Geological Survey Water Data Report HI-81-1, x, 266 p., https://doi.org/10.3133/wdrHI811.","productDescription":"x, 266 p.","costCenters":[],"links":[{"id":497050,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/hi-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174282,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/hi-81-1/report-thumb.jpg"}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6fc4","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532278,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56872,"text":"wdrAZ801 - 1982 - Water resources data for Arizona, water year 1980","interactions":[],"lastModifiedDate":"2025-12-11T16:36:22.877871","indexId":"wdrAZ801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AZ-80-1","title":"Water resources data for Arizona, water year 1980","docAbstract":"<p>Water resources data for the 1980 water year for Arizona consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; water levels of observation wells; and quality of ground water. This report contains discharge records for 240 gaging stations, annual peaks for 61 crest-stage partial-record stations, and discharge measurements at 14 miscellaneous sites; contents only records for 9 lakes and reservoirs; stage and contents for 1 lake; elevation and discharge for 1 streamflow station; elevation only for 1 stream-flow station; gage height only for I head over a dam; 16 supplementary records, included with gaging-station records, consisting of month end or monthly stage, contents, and evaporation of lakes and reservoirs, diversions, and return flows; water-quality records for 62 continuous-record stations and 9 miscellaneous sites; water levels for 93 observation wells; and water-quality data for water from 741 wells. The data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Federal and State Agencies in Arizona.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ801","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Arizona, water year 1980: U.S. Geological Survey Water Data Report AZ-80-1, xiv, 568 p., https://doi.org/10.3133/wdrAZ801.","productDescription":"xiv, 568 p.","costCenters":[],"links":[{"id":497329,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1980/az-80-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184413,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1980/az-80-1/report-thumb.jpg"}],"country":"United 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