{"pageNumber":"2131","pageRowStart":"53250","pageSize":"25","recordCount":68912,"records":[{"id":26203,"text":"wri824005 - 1982 - Water-quality and fluvial-sediment characteristics of selected streams in northeast Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri824005","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":"82-4005","title":"Water-quality and fluvial-sediment characteristics of selected streams in northeast Kansas","docAbstract":"In cooperation with the U.S. Soil Conservation Service, an investigation was made of the water-quality and fluvial-sediment characteristics of selected streams in northeast Kansas for which the construction of floodwater-retarding and grade-stabilization structures to control soil erosion is being considered. The predominent chemical type of water in streams draining the study area is calcium bicarbonate. In-stream concentrations of chemical constituents generally decrease with increasing streamflow. Exceptions to this are nitrate and phosphorus, which enter the streams as components of surface runoff. Computed mean annual discharges of dissolved solids ranged from 512 tons for Pony CratkSabetha, Kansas, to 23,900 tons for the Wolf River near Sparks, Kansas. Sediment yields in the study area, predominently silt and clay, are among the largest in the State. Drainage basins in the northern part of the study area yielded the most suspended sediment, with Pony Creek at Sabetha and near Reserve, Kansas, yielding 5,100 tons per square mile per year. Drainage basins in the southern part of the study area yielded less suspended sediment, with Little Grasshopper Creek near Effingham, Kansas, yielding 493 tons per square mile per year and Little Delaware River near Horton, Kansas, yielding 557 tons per square mile per year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824005","usgsCitation":"Bevans, H., 1982, Water-quality and fluvial-sediment characteristics of selected streams in northeast Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4005, 53 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824005.","productDescription":"53 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4005/report-thumb.jpg"},{"id":54996,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e6791","contributors":{"authors":[{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":195975,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27184,"text":"wri824015 - 1982 - Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824015","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":"82-4015","title":"Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado","docAbstract":"The San Juan structural basin northwestern New Mexico was modeled in three dimensions using a finite-difference, steady-state model. The modeled space was divided into seven layers of square prisms that were 6 miles on a side in the horizontal directions. In the vertical direction, the layers of prisms ranged in thickness from 300 to 1,500 feet. The model included the geologic section between the base of the Entrada Sandstone and the top of Mesaverde Group. Principal aquifers in this section are mostly confined and include the Entrada Sandstone, the Westwater Canyon Member of the Morrison Formation , and the Gallup Sandstone. Values for vertical hydraulic conductivities from 10 to the minus 12th power to 10 to the minus 11th power feet per second for the confining layers gave a good simulation of head differences between layers, but a sensitivity analysis indicated that these values could be between 10 and 100 times greater. The model-derived steady-state flow was about 30 cubic feet per second. About one-half of the flow was in the San Juan River drainage basin about one-third in the Rio Grande drainage basin, and one-sixth in the Puerco River drainage basin. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824015","usgsCitation":"Frenzel, P.F., and Lyford, F.P., 1982, Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4015, viii, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824015.","productDescription":"viii, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4015/report-thumb.jpg"},{"id":56058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fca36","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197705,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyford, F. P.","contributorId":30223,"corporation":false,"usgs":true,"family":"Lyford","given":"F.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197704,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56887,"text":"wdrMT812 - 1982 - Water resources data Montana, water year 1981; Volume 2, Columbia River basin","interactions":[],"lastModifiedDate":"2020-05-06T15:22:17.754884","indexId":"wdrMT812","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":"MT-81-2","title":"Water resources data Montana, water year 1981; Volume 2, Columbia River basin","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMT812","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data Montana, water year 1981; Volume 2, Columbia River basin: U.S. Geological Survey Water Data Report MT-81-2, viii, 174 p., 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,{"id":65398,"text":"i1428 - 1982 - Controlled photomosaic of the Amenthes Southeast Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:13","indexId":"i1428","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1428","subseriesTitle":"NONE","title":"Controlled photomosaic of the Amenthes Southeast Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1428","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Controlled photomosaic of the Amenthes Southeast Quadrangle of Mars: U.S. Geological Survey IMAP 1428, 1 photomosaic ;40 x 60 cm., on sheet 86 x 67 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1428.","productDescription":"1 photomosaic ;40 x 60 cm., on sheet 86 x 67 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":114905,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1428/report.pdf","size":"27","linkFileType":{"id":1,"text":"pdf"}},{"id":114906,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1428/plate-1.pdf","size":"7061","linkFileType":{"id":1,"text":"pdf"}},{"id":189130,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1428/report-thumb.jpg"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667bea","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":533785,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25606,"text":"wri8162 - 1982 - Hydrology of Salt Wells Creek — A plains stream in southwestern Wyoming","interactions":[],"lastModifiedDate":"2022-01-25T21:13:56.520762","indexId":"wri8162","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":"81-62","title":"Hydrology of Salt Wells Creek — A plains stream in southwestern Wyoming","docAbstract":"<p>Development of energy minerals in plains areas of Wyoming is expanding rapidly. Such development may affect water resources and hydrologic relations of the plains; however, little information exists concerning hydrologic processes for these areas. This report summarizes results of a hydrologic study made during 1975-78 of Salt Wells creek, a drainage area of about 500 square miles located southeast of Rock Springs, Wyoming. The area is typical of arid and semiarid plains areas in southwestern Wyoming where mineral development is occurring. Salt Wells Creek is predominately an intermittent stream. Numerous springs in the headwaters cause small perennial flows in some upstream tributaries, but evaporation, freezeup, and seepage deplete these flows so that the middle and lower reaches of the main channel have only intermittent flows. The intermittent nature of streamflow affects water quality. It was observed that a flushing of dissolved solids and suspended sediment occurs during the first flows of a runoff event. A striking feature of the stream is its deeply incised channel. The downcutting is attributed to the cummulative effects of: (1) a change in the relative climate, amounts of annual precipitation occurring as rain and snow, (2) change in base level due to downstream channelization, and (3) changes in land use. Because of the incision, erosion is now expanding to include intervening tributaries.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8162","usgsCitation":"Lowham, H., DeLong, L.L., Collier, K.R., and Zimmerman, E.A., 1982, Hydrology of Salt Wells Creek — A plains stream in southwestern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 81-62, vi, 52 p., https://doi.org/10.3133/wri8162.","productDescription":"vi, 52 p.","costCenters":[],"links":[{"id":394840,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35491.htm"},{"id":54350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123486,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0062/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Salt Wells Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.267,\n              41.062\n            ],\n            [\n              -108.706,\n              41.062\n            ],\n            [\n              -108.706,\n              41.643\n            ],\n            [\n              -109.267,\n              41.643\n            ],\n            [\n              -109.267,\n              41.062\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604762","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":194381,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeLong, L. L.","contributorId":44530,"corporation":false,"usgs":true,"family":"DeLong","given":"L.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194383,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collier, K. R.","contributorId":36152,"corporation":false,"usgs":true,"family":"Collier","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194382,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Zimmerman, E. A.","contributorId":75533,"corporation":false,"usgs":true,"family":"Zimmerman","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194384,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27190,"text":"wri824106 - 1982 - Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho","interactions":[],"lastModifiedDate":"2013-11-21T13:32:31","indexId":"wri824106","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":"82-4106","title":"Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho","docAbstract":"The May 18, 1980, eruption of Mount St. Helens deposited about 15 millimeters of volcanic ash on the Big Creek basin in northern Idaho. Much of the uncompacted ash remained on hillsides a year after the eruption. Physical and chemical analyses of water samples from Big Creek collected from December 1980 to December 1981 showed no anomalies attributable to ash. Qualitative collections showed benthic invertebrates to be abundant and diverse in Big Creek. Experiments conducted in an unimpacted mountain stream revealed a small quantity of volcanic ash may be beneficial not detrimental to invertebrate communities. Benthic invertebrates were most abundant on ash-covered artificial substrates, with detritovores dominating the communities on all substrates. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824106","usgsCitation":"Frenzel, S., 1982, Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-4106, iii, 32 p., https://doi.org/10.3133/wri824106.","productDescription":"iii, 32 p.","numberOfPages":"37","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":123146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4106/report-thumb.jpg"},{"id":56065,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Big Creek Basin;Gedney Creek Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.0,46.0 ], [ -117.0,48.0 ], [ -114.5,48.0 ], [ -114.5,46.0 ], [ -117.0,46.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db68426a","contributors":{"authors":[{"text":"Frenzel, S.A.","contributorId":9246,"corporation":false,"usgs":true,"family":"Frenzel","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":197712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27091,"text":"wri8152 - 1982 - Water-quality assessment of Steiner Branch basin, Lafayette County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T08:59:06","indexId":"wri8152","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":"81-52","title":"Water-quality assessment of Steiner Branch basin, Lafayette County, Wisconsin","docAbstract":"<p>Steiner Branch basin in southwestern Wisconsin has rugged mature topography. Corn is planted in 30 percent of the basin on slopes ranging from 0 to 20 percent. Although contour stripcropping is a recommended practice for these easily eroded soil slopes, few conservation practices are followed to reduce soil losses. Because the stream drains into a manmade lake used for recreation, its water quality is of major concern. The purpose of this report is to assess the magnitude and types of nonpoint discharges that affect the water quality of Steiner Branch.</p>\n<p>Total stream discharge for the 1978 and 1979 water years was 1,500 cubic feet per second per day and 1,800 cubic feet per second per day, respectively. The 1978 water year discharge was about 90 percent of the average and the 1979 discharge was 120 percent of average. During the 1978 water year, base flow was about 60 percent of the stream discharge, and in 1979 it was about 78 percent. Streamflow during the 2-year study period ranged from 1.5 cubic feet per second, which is approximately the low flow that occurs on the average of once every 2 years, to 392 cubic feet per second, a discharge of about a 5-year flood-recurrence interval.</p>\n<p>Suspended-sediment yields were 369 tons per square mile in the 1978 water year and 84.6 tons per square mile in 1979. These yields were 1.66 times higher than those monitored in an adjoining basin where more typical conservation practices were employed. However, suspended-sediment yield per unit of stream discharge was only 1.30 times higher in the Steiner Branch basin than in the adjoining basin. The estimated long-term annual suspended-sediment yield for the Steiner Branch basin is 444 tons per square mile. Sediment concentrations in Steiner Branch ranged from 3 to 6,430 milligrams per liter.</p>\n<p>Most of the nutrient load of the stream was transported during runoff: total organic nitrogen, 80 percent; ammonia nitrogen, 80 percent; total phosphorus, 84 percent; and total orthophosphorus, 77 percent. Transport of nitrite plus nitrate nitrogen and total nitrogen occurred primarily during baseflow conditions, with 75 and 56 percent, respectively, of the total load for the study period being transported during these conditions. The time distribution of total phosphorus, total orthophosphorus, ammonia nitrogen, and total organic nitrogen transport was very similar to suspended-sediment transport in Steiner Branch.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8152","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Field, S.J., and Lidwin, R., 1982, Water-quality assessment of Steiner Branch basin, Lafayette County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 81-52, v, 58 p., https://doi.org/10.3133/wri8152.","productDescription":"v, 58 p.","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":123876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0052/report-thumb.jpg"},{"id":55957,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Iowa County, Lafayette County","otherGeospatial":"Steiner River, Yellowstone River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.04119873046875,\n              42.781039268737\n            ],\n            [\n              -90.04119873046875,\n              42.83242252957731\n            ],\n            [\n              -89.912109375,\n              42.83242252957731\n            ],\n            [\n              -89.912109375,\n              42.781039268737\n            ],\n            [\n              -90.04119873046875,\n              42.781039268737\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0f35","contributors":{"authors":[{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197538,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lidwin, R.A.","contributorId":33349,"corporation":false,"usgs":true,"family":"Lidwin","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":197537,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9127,"text":"ofr82872 - 1982 - Hydrologic data for urban storm runoff in the Denver metropolitan area, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr82872","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":"82-872","title":"Hydrologic data for urban storm runoff in the Denver metropolitan area, Colorado","docAbstract":"Urban storm-runoff data collected from April through September 1981 from nine Denver Nationwide Urban Runoff Program sites, urban storm-runoff data collected from April 1980 through September 1981 from ten South Platte River Study sites, and rainfall-runoff simulation data from two sites for June 1980 and May 1981 are presented in this report. The Denver Nationwide Urban Runoff Program sites were two single-family residential areas, two multifamily residential areas, one commercial area (shopping center), one mixed commercial and multifamily residential area, one natural area (open space), and two detention ponds. The South Platte River Study sites were six tributaries of the South Platte River and four instream sites on the South Platte River. The tributary sites were Bear Creek at mouth, at Sheridan; Harvard Gulch at Harvard Park, at Denver; Sanderson Gulch at mouth, at Denver; Weir Gulch at mouth, at Denver; Lakewood Gulch at mouth, at Denver; and Cherry Creek at Denver. The instream sites were South Platte River at Littleton; South Platte River at Florida Avenue, at Denver; South Platte River at Denver; and South Platte River at 50th Avenue, at Denver. The rainfall-runoff simulation sites were North Avenue at Denver Federal Center, at Lakewood and Rooney Gulch at Rooney Ranch, near Morrison. Precipitation, rainfall-runoff, water-quality data, and basin characteristics were collected at the urban storm-runoff sites. The urban storm-runoff data may be used to characterize runoff loading for various land-use types in Denver and other semiarid regions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82872","usgsCitation":"Gibbs, J.W., and Doefer, J.T., 1982, Hydrologic data for urban storm runoff in the Denver metropolitan area, Colorado: U.S. Geological Survey Open-File Report 82-872, xvii, 570 p. :ill., col. maps ;28 cm., https://doi.org/10.3133/ofr82872.","productDescription":"xvii, 570 p. :ill., col. maps ;28 cm.","costCenters":[],"links":[{"id":142022,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0872/report-thumb.jpg"},{"id":36755,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0872/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36756,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0872/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36757,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0872/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608114","contributors":{"authors":[{"text":"Gibbs, Johnnie W.","contributorId":14410,"corporation":false,"usgs":true,"family":"Gibbs","given":"Johnnie","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Doefer, John T.","contributorId":61425,"corporation":false,"usgs":true,"family":"Doefer","given":"John","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":159147,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3209,"text":"wsp2185C - 1982 - Water quality of the French Broad River, North Carolina — An analysis of data collected at Marshall, 1958-1977","interactions":[],"lastModifiedDate":"2022-05-10T19:50:46.625055","indexId":"wsp2185C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2185","chapter":"C","title":"Water quality of the French Broad River, North Carolina — An analysis of data collected at Marshall, 1958-1977","docAbstract":"An investigation of water quality in the French Broad River in North Carolina has resulted in the definition of variations in water quality, a determination of the degree to which the quality of water in the river has been affected by man 's activities, and an analysis of trends in the changing chemical quality of the river. The investigation centered on data collected during 1958-77 at the U.S. Geological Survey 's station at Marshall, N.C. The quality of water in the French Broad River at Marshall is suitable for most uses. None of the major dissolved constituents and nutrients, nor defined properties such as hardness, alkalinity and color, exceed suggested limits for drinking waters. Chromium, lead, selenium, and zinc are the only trace metals to occasionally exceed drinking water standards. Dissolved oxygen levels are high year round, remaining near or above the saturation level even at higher summer temperatures. Results of tests for biological oxygen demand and chemical oxygen demand characterize the French Broad at Marshall as a clean river. However, 58% of samples analyzed for fecal coliform bacteria during 1974-77 exceeded recommended limits for bathing waters. In 1958, an estimated 64% of the dissolved solids load in the river at Marshall was due to pollution. By 1966, 74% of the dissolved load could be attributed to pollution. Loads of dissolved solids, sodium, sulfate, and calcium showed the most dramatic increases, coinciding with general increases in population and industrial employment. New wastewater treatment facilities and improved industrial technology have apparently combined to curb pollution and reverse the earlier trend. In 1977 water quality had returned at least to levels of 1958.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2185C","usgsCitation":"Daniel, C.C., Wilder, H.B., and Weiner, M.S., 1982, Water quality of the French Broad River, North Carolina — An analysis of data collected at Marshall, 1958-1977: U.S. Geological Survey Water Supply Paper 2185, iv, 28 p., https://doi.org/10.3133/wsp2185C.","productDescription":"iv, 28 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":400460,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25470.htm"},{"id":138136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2185a/report-thumb.jpg"},{"id":91273,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2185a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Marshall","otherGeospatial":"French Broad River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83,\n              36\n            ],\n            [\n              -82.25,\n              36\n            ],\n            [\n              -82.25,\n              35.067\n            ],\n            [\n              -83,\n              35.067\n            ],\n            [\n              -83,\n              36\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9940","contributors":{"authors":[{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":146437,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, Hugh B.","contributorId":83899,"corporation":false,"usgs":true,"family":"Wilder","given":"Hugh","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146438,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weiner, M. S.","contributorId":55806,"corporation":false,"usgs":true,"family":"Weiner","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":146436,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4682,"text":"twri05A6 - 1982 - Quality assurance practices for the chemical and biological analyses of water and fluvial sediments","interactions":[],"lastModifiedDate":"2013-11-21T11:01:11","indexId":"twri05A6","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"05-A6","title":"Quality assurance practices for the chemical and biological analyses of water and fluvial sediments","docAbstract":"This chapter contains practices used by the U.S. Geological Survey to assure the quality of analytical data for water, fluvial sediment, and aquatic organisms. These practices are directed primarily toward personnel making water quality measurements. Some detail specific quality control techniques, others document quality assurance procedures being used by the Central Laboratories System of the U.S. Geological Survey, and still others describe various statistical techniques and give examples of their use in evaluating and assuring the quality of analytical data. The practices are arranged into eight sections: Analytical Methods Development Procedures, Standard Quantitative Analysis Techniques, Instrumental Techniques, Reference Material, Laboratory Quality Control; Quality Assurance Monitoring; Documentation, Summary, and Evaluation of Data, Materials Evaluation. Each section is preceded by a brief description of the material covered. Similarly within each section, each practice is preceded by a description of its application or scope.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/twri05A6","usgsCitation":"Friedman, L., and Erdmann, D.E., 1982, Quality assurance practices for the chemical and biological analyses of water and fluvial sediments: U.S. Geological Survey Techniques of Water-Resources Investigations 05-A6, ix, 181 p., https://doi.org/10.3133/twri05A6.","productDescription":"ix, 181 p.","numberOfPages":"164","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":243,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri5a6/","linkFileType":{"id":5,"text":"html"}},{"id":139154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/twri/05a06/report-thumb.jpg"},{"id":31714,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/twri/05a06/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655218","contributors":{"authors":[{"text":"Friedman, Linda C.","contributorId":98702,"corporation":false,"usgs":true,"family":"Friedman","given":"Linda C.","affiliations":[],"preferred":false,"id":149617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Erdmann, David E.","contributorId":62991,"corporation":false,"usgs":true,"family":"Erdmann","given":"David","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":149616,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":26187,"text":"wri8226 - 1982 - Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","interactions":[],"lastModifiedDate":"2017-12-06T12:52:13","indexId":"wri8226","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":"82-26","title":"Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","docAbstract":"<p>A network of water-quality-monitoring stations was established upstream and downstream from the Southwest Wastewater-Treatment Plant on Wilsons Creek to monitor the effects of sewage effluent on water quality. Data indicate that 82 percent of the time the flow in Wilsons Creek upstream from the wastewater-treatment plant is less than the effluent discharged from the plant. On October 15, 1977, an advanced wastewater-treatment facility was put into operation. Of the four water-quality indicators measured at the monitoring stations (specific conductance, dissolved oxygen, pH, and water temperature), only dissolved oxygen showed improvement downstream from the plant. During urban runoff, the specific conductance momentarily increased and dissolved-oxygen concentration momentarily decreased in Wilsons Creek upstream from the plant. Urban runoff was found to have no long-term effects on specific conductance and dissolved oxygen downstream from the plant before or after the addition of the advanced wastewater-treatment facility. Data collected monthly from the James River showed that the dissolved-oxygen concentrations and the total nitrite plus nitrate nitrogen concentrations increased, whereas the dissolved-manganese concentrations decreased after the advanced wastewater-treatment facility became operational.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8226","usgsCitation":"Berkas, W.R., 1982, Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri: U.S. Geological Survey Water-Resources Investigations Report 82-26, v, 38 p., https://doi.org/10.3133/wri8226.","productDescription":"v, 38 p.","numberOfPages":"49","costCenters":[],"links":[{"id":157616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0026/report-thumb.jpg"},{"id":349774,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","city":"Springfield","otherGeospatial":"James River, Wilsons Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.49983215332031,\n              36.99322996239362\n            ],\n            [\n              -93.27529907226562,\n              36.99322996239362\n            ],\n            [\n              -93.27529907226562,\n              37.20462845803212\n            ],\n            [\n              -93.49983215332031,\n              37.20462845803212\n            ],\n            [\n              -93.49983215332031,\n              36.99322996239362\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e9b","contributors":{"authors":[{"text":"Berkas, Wayne R. wrberkas@usgs.gov","contributorId":425,"corporation":false,"usgs":true,"family":"Berkas","given":"Wayne","email":"wrberkas@usgs.gov","middleInitial":"R.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57263,"text":"wdrID811 - 1982 - Water Resources Data, Idaho, Water Year 1981--Volume 1. Great Basin and Snake River Basin above King Hill","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrID811","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":"ID-81-1","title":"Water Resources Data, Idaho, Water Year 1981--Volume 1. Great Basin and Snake River Basin above King Hill","language":"ENGLISH","doi":"10.3133/wdrID811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water Resources Data, Idaho, Water Year 1981--Volume 1. Great Basin and Snake River Basin above King Hill: U.S. Geological Survey Water Data Report ID-81-1, 447 p., 12 Fig., https://doi.org/10.3133/wdrID811.","productDescription":"447 p., 12 Fig.","costCenters":[],"links":[{"id":183482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fba0e","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":533050,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8445,"text":"ofr8235 - 1982 - Environmental geology of Harrison Bay, northern Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr8235","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":"82-35","title":"Environmental geology of Harrison Bay, northern Alaska","docAbstract":"The surficial and shallow subsurface geology of Harrison Bay on the Beaufort Sea coast was mapped as part of the U.S. Geological Survey's prelease evaluation for Outer Continental Shelf (OCS) Oil and Gas Lease Sale 71. During the 1980 summer season, approximately 1600 km of multisensored, high-resolution geophysical profile data were collected along a rectangular grid with 4.8 km line spacing. Interpretation of these data is presented on five maps showing bathymetry, sea-floor microrelief, ice-gouge characteristics, Holocene sediment thickness, and geologic structure to depths of approximately 1000 m. \r\n\r\nOn a broad scale, the seafloor is shallow and almost flat, although microrelief features produced by sediment transport and ice-gouge processes typically vary up to several meters in amplitude. Microrelief bedforms related to hydraulic processes are predominant in water depths less than 12 m. Microrelief caused by ice gouging generally increases with water depth, reaching a maximum of 2 m or more in water depths beyond the 20 m isobath. This intensely gouged area lies beneath the shear zone between the seasonal landfast ice and the mobile polar ice pack. \r\n\r\nThe thickness of recent (Holocene) sediment increases offshore, from 2 m near the Colville River delta to 30 m or more on the outer shelf. The thin Holocene layer is underlain by a complex horizon interpreted to be the upper surface of a Pleistocene deposit similar in composition to the present Arctic Coastal Plain. The base of the inferred Pleistocene section is interpreted to be a low-angle unconformity 100 m below sea level. Beneath this Tertiary-Quaternary unconformity, strata are interpreted to be alluvial fan-delta plain deposits corresponding to the Colville Group and younger formations of Late Cretaceous to Tertiary age. Numerous high-angle faults downthrown to the north trend across the survey area. With few exceptions, these faults terminate at or below the 100 m unconformity, suggesting that most tectonism occurred before Quaternary time. Acoustic anomalies suggesting gas accumulation are rare, and where identified typically occur adjacent to faults. A laterally continuous zone of poor seismic data occurs in the nearshore area and is interpreted to be caused by subsea permafrost. This report describes these geologic conditions in Harrison Bay and discusses potential hazards that they may pose for future oil and gas operations in Sale 71 and adjacent Beaufort Sea shelf areas.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8235","usgsCitation":"Craig, J., and Thrasher, G.P., 1982, Environmental geology of Harrison Bay, northern Alaska: U.S. Geological Survey Open-File Report 82-35, iii, 28 p., 6 over-size sheets, ill., maps ;28 cm., https://doi.org/10.3133/ofr8235.","productDescription":"iii, 28 p., 6 over-size sheets, ill., maps ;28 cm.","costCenters":[],"links":[{"id":140504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0035/report-thumb.jpg"},{"id":36009,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36010,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36011,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36012,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36013,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36014,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0035/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6723d7","contributors":{"authors":[{"text":"Craig, J.D.","contributorId":14405,"corporation":false,"usgs":true,"family":"Craig","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":157726,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thrasher, G. P.","contributorId":42939,"corporation":false,"usgs":true,"family":"Thrasher","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":157727,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3187,"text":"wsp2185A - 1982 - Program for evaluating stream quality in North Carolina","interactions":[],"lastModifiedDate":"2017-02-01T09:59:04","indexId":"wsp2185A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2185","chapter":"A","title":"Program for evaluating stream quality in North Carolina","docAbstract":"The design and objectives of the program for evaluating stream quality in North Carolina are described. Using water-quality and streamflow data collected since the 1940?s, a study is underway to define certain variations in water quality, to quantify the effects of man?s activities on water quality, and to determine long-term trends at key locations on the State?s major rivers. Data collected from 47 unpolluted stream sites were used to estimate average concentrations for naturally occurring constituents during periods of high and low flow. Methods are described for estimating constituent loads derived from both natural sources and sources of pollution.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2185A","usgsCitation":"Wilder, H.B., and Simmons, C.E., 1982, Program for evaluating stream quality in North Carolina: U.S. Geological Survey Water Supply Paper 2185, 1 v. (various pagings) : ill., maps ; 28 cm. ;15 p., https://doi.org/10.3133/wsp2185A.","productDescription":"1 v. (various pagings) : ill., maps ; 28 cm. ;15 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2185a/report-thumb.jpg"},{"id":30171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2185a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e106","contributors":{"authors":[{"text":"Wilder, Hugh B.","contributorId":83899,"corporation":false,"usgs":true,"family":"Wilder","given":"Hugh","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146398,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":146397,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3189,"text":"wsp2185D - 1982 - Water quality of the Neuse River, North Carolina - Variability, pollution loads, and long-term trends","interactions":[],"lastModifiedDate":"2017-02-01T10:01:53","indexId":"wsp2185D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2185","chapter":"D","title":"Water quality of the Neuse River, North Carolina - Variability, pollution loads, and long-term trends","docAbstract":"Interpretation of water-quality data collected by the U.S. Geological Survey for the Neuse River, North Carolina, has identified water-quality variations, charactrized the current condition of the river in reference to water-quality standards, estimated the degree of pollution caused by man, and evaluated long-term trends in concentrations of major dissolved constituents. \r\n\r\nTwo sampling stations, Neuse River near Clayton (02087500) and Neuse River at Kinston (02089500) have more than 12 years of water-quality data collected during the period from 1955 to 1978. The Clayton station provides information on the upper fourth of the basin (1,129 mi 2) which includes several urbanized areas, including Raleigh, N.C., and part of Durham, N.C. The Kinston station provides information from the predominantly rural midsection of the basin (2,690 mi2). A network of temporary stations on small rural streams in the Neuse River and adjacent basins provide an estimate of baseline or es- sentially unpolluted water quality. \r\n\r\nOverall, the water quality of the Neuse River is satisfactory for most uses. However, dissolved-oxygen, iron, and manganese concentrations, pH, and bacterial concentrations often reach undesirable levels. Concentrations of cadmium, and lead also periodically peak at or above criterion levels for domestic water supply sources. Nutrient levels are generally high enough to allow rich algal growth. \r\n\r\nSediment concentrations in the Neuse are high in comparison to pristine streams, however, the impacts of these high levels are difficult to quantify. Sediment and nutrient concentrations peak on the leading edge of flood discharges at Clayton. At Kinston, however, the discharge and sediment concentration peak almost simultaneously. \r\n\r\nChanges in algal dominance, from genera usually associated with organically enriched waters to genera that are less tolerant to organic enrichment, indicate improvement in water qualiy of the Neuse since 1973. These changes, along with a reduction in total organic carbon concentrations, coincide with activation in 1976 of a new waste-water treatment plant for the Raleigh metropolitan area. \r\n\r\nThe amount of dissolved inorganic pollution in the Neuse was determined by subtacting estimated natural loads of dissolved constituents from measured total loads. Pollution makes up approximately 50 percent of the total dissolved material transported by the Neuse. \r\n\r\nTwo different data transformation methods allowed trends to be identified in constituent concentrations. Both methods recomputed concentrations as if they were determined at a constant discharge over the period of record. Although little change since 1956 can be seen in many constituents, increases of over 50 percent are shown for potassium and sulfate concentrations. These long-term rises indicate the increasing impact that man has had on the Neuse River, in spite of improved waste-water treatment in the basin. The increase in sulfate is probably largely due to increased long-term imputs of sulfur compounds from acid precipitation.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2185D","usgsCitation":"Harned, D.A., 1982, Water quality of the Neuse River, North Carolina - Variability, pollution loads, and long-term trends: U.S. Geological Survey Water Supply Paper 2185, 1 v. (various pagings) : ill., maps ; 28 cm. ;44 p., https://doi.org/10.3133/wsp2185D.","productDescription":"1 v. 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f97be","contributors":{"authors":[{"text":"Harned, Doughlas A.","contributorId":17594,"corporation":false,"usgs":true,"family":"Harned","given":"Doughlas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146401,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2570,"text":"wsp2084 - 1982 - Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas","interactions":[],"lastModifiedDate":"2016-08-05T11:51:02","indexId":"wsp2084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2084","title":"Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas","docAbstract":"<p>A series of seven studies of the quality and quantity of low flows in a 35.5-mile reach of the Colorado River upstream from Colorado City, Tex., were made from February 1975 to March 1978 to delineate areas of saline inflows. These studies showed generally that ground water contributed throughout the reach is saline but that loads of dissolved-constituents in ground-water accretions are highest in three subreaches. Yields per mile of river channel from these subreaches during the low-flow studies averaged more than 5.5 tons of dissolved solids per day, of which more than 1.8 tons were sodium and 2.9 tons were chloride.</p>\n<p>Salt-load trend studies for three long-term continuous streamflow and daily water-quality stations show that the salinity of the flow upstream from Ira, Tex., {mile 826.3) increased significantly after 1963 but decreased significantly after 1970. Part of the reach upstream from Ira is proximate to oil fields, the production and open-pit disposal of oilfield brines in the area increased significantly in the early 1960's, but a ban on open-pit disposal was enacted in 1969. No significantly downward trend in the salinity of flow at other daily water-quality stations downstream from Ira occurred after the ban on open-pit disposal of oil-field brines.</p>\n<p>The low-flow and salt-load trend studies indicate that part of the salinity in the flow of the Colorado River has resulted from the inflow of oil-field brine, but preponderant evidence indicates that the major part of the salinity is of natural origin. Neither the ban on open-pit disposal nor pumping of saline ground water has significantly reduced the salinity of flow downstream from Cuthbert, Tex. {mile 810.6).</p>\n<p>Diversion of saline low flows from the Colorado River at mile 799.3 upstream from Colorado City since January 1969 has resulted in significant improvement in the quality of water. Decreases in the discharge-weighted averages of dissolved solids and of chloride in the flow of the Colorado River at Colorado City (mile 796.3) during the 1969-78 water years were about 420 milligrams per liter and 280 milligrams per liter, respectfully.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2084","usgsCitation":"Rawson, J., 1982, Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas: U.S. Geological Survey Water Supply Paper 2084, v, 36 p., https://doi.org/10.3133/wsp2084.","productDescription":"v, 36 p.","numberOfPages":"44","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":28840,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2084/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28841,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138591,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2084/report-thumb.jpg"},{"id":28839,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2084/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Upper Colorado River","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e14c","contributors":{"authors":[{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":145418,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3648,"text":"cir856 - 1982 - Storage and retrieval of ground-water data at the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"856","title":"Storage and retrieval of ground-water data at the U.S. Geological Survey","docAbstract":"The U.S. Geological Survey maintains a computerized Ground-Water Site-Inventory (GWSI) file that contains information about wells and springs at sites from all States of the United States. This file contains data collected by U.S. Geological Survey personnel and personnel of cooperating State, local and Federal agencies. The file is easily accessible to members or users of the National Water Data Exchange. Since the establishment of the GWSI file in 1974, the data base has grown 19% per year and contains information on about 770,000 sites as of February 1981. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir856","usgsCitation":"Mercer, M.W., and Morgan, C.O., 1982, Storage and retrieval of ground-water data at the U.S. Geological Survey: U.S. Geological Survey Circular 856, iii, 9 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir856.","productDescription":"iii, 9 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":123186,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1982/0856/report-thumb.jpg"},{"id":30690,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1982/0856/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b31e4b07f02db6b41b9","contributors":{"authors":[{"text":"Mercer, Maria W.","contributorId":57828,"corporation":false,"usgs":true,"family":"Mercer","given":"Maria","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147327,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morgan, Charles O.","contributorId":66238,"corporation":false,"usgs":true,"family":"Morgan","given":"Charles","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":147328,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":46897,"text":"ofr82552 - 1982 - Geohydrology of the preglacial Genesee Valley, Monroe County, New York","interactions":[],"lastModifiedDate":"2021-09-07T18:32:27.017525","indexId":"ofr82552","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":"82-552","title":"Geohydrology of the preglacial Genesee Valley, Monroe County, New York","docAbstract":"This report is last in a series of 11 map sets depicting geohydrologic conditions in selected aquifers in upstate New York. Geohydrologic data are compiled on five maps at 1:24,000 scale. Together the maps provide a comprehensive overview of a buried glacio-fluvial aquifer in Monroe County. The maps include surficial geology, geologic sections, bedrock topography, water-infiltration potential of soil zone, potentiometric surface altitude, and land use. The buried-valley deposits consist of ice-contact sand and gravel, till, and glaciolacustrine sand, silt, and clay. The sand and gravel have relatively high permeabilities whereas the till, silt, and clay deposits have relatively low permeabilities. Water-table conditions prevail in unconfined sand and gravel, whereas artesian conditions prevail in the northern part of the system within sand and gravel confined by silty deposits. Recharge occurs principally over the southern part of the aquifer, due to permeable land-surface conditions. Ground-water movement is towards the Irondequoit Bay and Lake Ontario, where discharge occurs. Several communities have wells capable of producing several hundred gallons per minute from the aquifer. The use of land overlying the aquifer is predominantly residential with lesser amounts of industrial uses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82552","usgsCitation":"Waller, R.M., Holecek, T.J., Stelz, W., and Belli, J.L., 1982, Geohydrology of the preglacial Genesee Valley, Monroe County, New York: U.S. Geological Survey Open-File Report 82-552, 5 Plates: 28.49 × 36.65 or smaller, https://doi.org/10.3133/ofr82552.","productDescription":"5 Plates: 28.49 × 36.65 or smaller","costCenters":[],"links":[{"id":172002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83789,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83788,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":388906,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_45788.htm"},{"id":83787,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83786,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83785,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Monroe County","otherGeospatial":"East Rochester-Irondequoit Bay Area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.4580,\n              43.2500\n            ],\n            [\n              -77.5500,\n              43.2500\n            ],\n            [\n              -77.5500,\n              43.0830\n            ],\n            [\n              -77.4580,\n              43.0830\n            ],\n            [\n              -77.4580,\n              43.2500\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a884b","contributors":{"authors":[{"text":"Waller, Roger Milton","contributorId":22320,"corporation":false,"usgs":true,"family":"Waller","given":"Roger","email":"","middleInitial":"Milton","affiliations":[],"preferred":false,"id":234276,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holecek, T. J.","contributorId":51362,"corporation":false,"usgs":true,"family":"Holecek","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":234278,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stelz, W.B.","contributorId":43811,"corporation":false,"usgs":true,"family":"Stelz","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":234277,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Belli, J. L.","contributorId":83561,"corporation":false,"usgs":true,"family":"Belli","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":234279,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":59909,"text":"mf1238 - 1982 - Map showing some potential effects of petroleum spills on shorelines of the Port Townsend quadrangle, central Puget Sound region, Washington","interactions":[],"lastModifiedDate":"2016-08-22T14:26:55","indexId":"mf1238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1238","title":"Map showing some potential effects of petroleum spills on shorelines of the Port Townsend quadrangle, central Puget Sound region, Washington","docAbstract":"<p>Waterborne transport of crude oil into the Puget Sound region has increased rapidly since 1972 and may take another sharp increase during the next few years. In 1972, waterborne delivery of petroleum averaged 45,000 bdp (barrels per day); by 1972, the average had increased to 105,000 bpd (Pizzo and others, 1978, p. 19). Previously, most of the incoming petroleum was&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf1238","usgsCitation":"Keuler, R.F., 1982, Map showing some potential effects of petroleum spills on shorelines of the Port Townsend quadrangle, central Puget Sound region, Washington: U.S. Geological Survey Miscellaneous Field Studies Map 1238, 42.54 x 36.63 inches, https://doi.org/10.3133/mf1238.","productDescription":"42.54 x 36.63 inches","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":182394,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1238.PNG"},{"id":327302,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1238/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,48 ], [ -123,48.5 ], [ -122,48.5 ], [ -122,48 ], [ -123,48 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a29b4","contributors":{"authors":[{"text":"Keuler, R. F.","contributorId":81179,"corporation":false,"usgs":true,"family":"Keuler","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":262812,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":46276,"text":"ofr811357 - 1982 - Leasable mineral and waterpower land classification map of the Soda Springs 30' x 1° quadrangle, Idaho and Wyoming","interactions":[],"lastModifiedDate":"2021-09-21T18:21:19.199465","indexId":"ofr811357","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":"81-1357","title":"Leasable mineral and waterpower land classification map of the Soda Springs 30' x 1° quadrangle, Idaho and Wyoming","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr811357","usgsCitation":"DeCicco, D., 1982, Leasable mineral and waterpower land classification map of the Soda Springs 30' x 1° quadrangle, Idaho and Wyoming: U.S. Geological Survey Open-File Report 81-1357, 1 Plate: 39.01 × 28.21 inches, https://doi.org/10.3133/ofr811357.","productDescription":"1 Plate: 39.01 × 28.21 inches","costCenters":[],"links":[{"id":389556,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11941.htm"},{"id":83256,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1357/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Idaho, Wyoming","otherGeospatial":"Soda Springs 30' x 1° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.0,\n              42.5\n            ],\n            [\n              -111,\n              42.5\n            ],\n            [\n              -111,\n              43\n            ],\n            [\n              -112.0,\n              43\n            ],\n            [\n              -112.0,\n              42.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8653","contributors":{"authors":[{"text":"DeCicco, Donald A.","contributorId":84416,"corporation":false,"usgs":true,"family":"DeCicco","given":"Donald A.","affiliations":[],"preferred":false,"id":232997,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":46166,"text":"ofr8287 - 1982 - Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona - 1980","interactions":[],"lastModifiedDate":"2022-07-12T22:37:02.052835","indexId":"ofr8287","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":"82-87","title":"Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona - 1980","docAbstract":"<p>The Bill Williams area includes about 3,200 mi<sup>2</sup> in Mohave, Yavapai, and Yuma Counties in west-central Arizona. The west half of the area is in the Basin and Range lowlands water province, and the east half is in the Central high-lands water province (see index map). The Basin and Range lowlands province generally is characterized by high mountains separated by broad valleys filled with deposits that commonly store large amounts of ground water. The Central highlands province consists mostly of rugged mountain masses made up of igneous, metamorphic, and well-consolidated sedimentary rocks that contain little space for the storage of ground water except where highly fractured or faulted. A few small valleys between the mountains contain varying thicknesses of water.-bearing deposits. The area is drained by the Bill Williams River and its major tributaries-the Big Sandy River and the Santa Maria River. Many reaches of the Big Sandy and Santa Maria Rivers and their major tributaries are perennial; the flow is sustained by ground-water discharge (Brown and others, 1978, sheet 2). In the Bill Williams area most of the water used is from ground water, although a small amount of surface water also may be diverted. About 18,000 acre-ft of ground water was withdrawn in 1979 (U.S. Geological Survey, 1981). About 17,000 acre-ft was used for the irrigation of 5,200 acres, and the rest was used for domestic, stock, and public supplies. Most of the irrigated land is in Skull Valley and along lower Kirkland Creek and the Bill Williams River. Only selected wells are shown on the maps in areas of high well density. The hydrologic data on which these maps are based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson, and Valley Center, Suite 1880, Phoenix. Material from which copies can be made at private expense is available at the Tucson and Phoenix offices of the U.S. Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8287","collaboration":"Prepared in cooperation with the Arizona Department of Water Resources","usgsCitation":"Sanger, H.W., and Littin, G.R., 1982, Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona - 1980: U.S. Geological Survey Open-File Report 82-87, 2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches, https://doi.org/10.3133/ofr8287.","productDescription":"2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches","temporalStart":"1980-01-01","temporalEnd":"1980-12-31","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":172690,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83126,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83127,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403564,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13846.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Arizona","county":"Mohave County, Yavapai County, Yuma County","otherGeospatial":"Bill Williams area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.119,\n              34.035\n            ],\n            [\n              -112.542,\n              34.035\n            ],\n            [\n              -112.542,\n              34.955\n            ],\n            [\n              -114.119,\n              34.955\n            ],\n            [\n              -114.119,\n              34.035\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a0fe","contributors":{"authors":[{"text":"Sanger, H. W.","contributorId":79161,"corporation":false,"usgs":true,"family":"Sanger","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":232738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":232739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55940,"text":"wdrNV811 - 1982 - Water resources data, Nevada, water years 1981","interactions":[],"lastModifiedDate":"2025-03-14T15:29:35.785204","indexId":"wdrNV811","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":"NV-81-1","title":"Water resources data, Nevada, water years 1981","docAbstract":"<p>Water-resources data published herein for the 1981 water year comprise the following records: Water discharge for 132 gaging stations on streams, canals, and drains. Discharge data for 82 peak-flow stations and 7 low-flow stations on streams. Stage and contents for 21 lakes and reservoirs. Water levels for 235 observation wells. Water-quality data for 106 stream, canal, and drain sites, 13 lake and reservoir sites, and 4 wells. Additional water data, collected at various sites that are not part of the systematic data-collection program, are published as miscellaneous measurements. 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