{"pageNumber":"1558","pageRowStart":"38925","pageSize":"25","recordCount":46674,"records":[{"id":13565,"text":"ofr85706 - 1985 - User's manual for MAPGEN (UNIX version); a method of transforming digital cartographic data to a map","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr85706","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-706","title":"User's manual for MAPGEN (UNIX version); a method of transforming digital cartographic data to a map","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85706","usgsCitation":"Evenden, G., and Botbol, J., 1985, User's manual for MAPGEN (UNIX version); a method of transforming digital cartographic data to a map: U.S. Geological Survey Open-File Report 85-706, ii, 140 p. ;28 cm., https://doi.org/10.3133/ofr85706.","productDescription":"ii, 140 p. ;28 cm.","costCenters":[],"links":[{"id":147182,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0706/report-thumb.jpg"},{"id":42042,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0706/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a16e4b07f02db603df3","contributors":{"authors":[{"text":"Evenden, G. I.","contributorId":52960,"corporation":false,"usgs":true,"family":"Evenden","given":"G. I.","affiliations":[],"preferred":false,"id":168032,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Botbol, J.M.","contributorId":46944,"corporation":false,"usgs":true,"family":"Botbol","given":"J.M.","affiliations":[],"preferred":false,"id":168031,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29931,"text":"wri844290 - 1985 - Harmonic analyses of stream temperatures in the Upper Colorado River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4290","title":"Harmonic analyses of stream temperatures in the Upper Colorado River Basin","docAbstract":"Harmonic analyses were made for available daily water-temperature records for 36 measurement sites on major streams in the Upper Colorado River Basin and for 14 measurement sites on streams in the Piceance structural basin. Generally (88 percent of the station years analyzed), more than 80 percent of the annual variability of temperatures of streams in the Upper Colorado River Basin was explained by the simple-harmonic function. Significant trends were determined for 6 of the 26 site records having 8 years or more record. In most cases, these trends resulted from construction and operation of upstream surface-water impoundments occurring during the period of record. Regional analysis of water-temperature characteristics at the 14 streamflow sites in the Piceance structural basin indicated similarities in water-temperature characteristics for a small range of measurement-site elevations. Evaluation of information content of the daily records indicated that less-than-daily measurement intervals should be considered, resulting in substantial savings in measurement and data-processing costs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844290","usgsCitation":"Steele, T., 1985, Harmonic analyses of stream temperatures in the Upper Colorado River Basin: U.S. Geological Survey Water-Resources Investigations Report 84-4290, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844290.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4290/report-thumb.jpg"},{"id":58747,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4290/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db640ff6","contributors":{"authors":[{"text":"Steele, T.D.","contributorId":38976,"corporation":false,"usgs":true,"family":"Steele","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":202377,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29925,"text":"wri854257 - 1985 - Estimate of self-supplied domestic water use in Nebraska during 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4257","title":"Estimate of self-supplied domestic water use in Nebraska during 1980","docAbstract":"No data base of actual measurements exists for self-supplied, domestic water use in Nebraska, because Nebraska laws do not require drilling permits, well registration, or reporting of volumes withdrawn from domestic wells. Self-supplied, domestic water use of 31,280 acre-ft in Nebraska during 1980 was computed from estimates of gal/day/capita use for each county. This represents an average of 95 gal/day/capita. During 1980, county use volumes ranged from 30 acre-ft in Hooker and Pawnee Counties to 1,380 acre-ft in Douglas County, and Hydrologic Unit use volumes ranged from < 5 acre-ft to 2,270 acre-ft. Natural Resources Districts ' (NRD) use volumes ranged from 360 acre-ft in Middle Niobrara NRD to 3,530 acre-feet in the Lower Elkhorn NRD for the same period. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854257","usgsCitation":"Steele, E., 1985, Estimate of self-supplied domestic water use in Nebraska during 1980: U.S. Geological Survey Water-Resources Investigations Report 85-4257, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri854257.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119344,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4257/report-thumb.jpg"},{"id":58744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4257/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd98","contributors":{"authors":[{"text":"Steele, E.K.","contributorId":15666,"corporation":false,"usgs":true,"family":"Steele","given":"E.K.","email":"","affiliations":[],"preferred":false,"id":202367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12108,"text":"ofr85402 - 1985 - Hydrologic data in small watersheds, coal-mining region, west-central Indiana, October 1980 to June 1983, and instrumentation and methods of collecting the data","interactions":[],"lastModifiedDate":"2024-11-27T22:15:06.27971","indexId":"ofr85402","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-402","title":"Hydrologic data in small watersheds, coal-mining region, west-central Indiana, October 1980 to June 1983, and instrumentation and methods of collecting the data","docAbstract":"<p>Hydrologic data were collected in seven watersheds ranging in area from 0.11 to 4.87 square miles. Principal uses of land include farming in two of the watersheds, farming and forestry in one, farming and unreclaimed surface coal mines in one, reclaimed surface coal mines in two, and an unreclaimed surface coal mine in one.</p>\n<p>Methods and instrumentation used in collecting samples and measuring concentrations and properties of the following types of data are described in the text: streamflow in seven watersheds; ground-water levels in 46 wells in unconsolidated material and 12 wells in bedrock in or near the watersheds; precipitation in seven watersheds; solar radiation, relative humidity, wind speed, and temperature of air and soil at one location; and pH, specific conductance, temperature of water, and concentrations of selected chemical constituents and suspended sediment in two watersheds.<strong> </strong></p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr85402","usgsCitation":"Renn, D., Duwelius, R., Keeton, C., and Tyler, J., 1985, Hydrologic data in small watersheds, coal-mining region, west-central Indiana, October 1980 to June 1983, and instrumentation and methods of collecting the data: U.S. Geological Survey Open-File Report 85-402, v, 177 p., https://doi.org/10.3133/ofr85402.","productDescription":"v, 177 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":388176,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75802.htm","linkFileType":{"id":5,"text":"html"}},{"id":145028,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0402/report-thumb.jpg"},{"id":40140,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0402/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Clay County, Owen County, Sullivan County, Vigo 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D.E.","contributorId":36941,"corporation":false,"usgs":true,"family":"Renn","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":165103,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duwelius, R.F.","contributorId":28250,"corporation":false,"usgs":true,"family":"Duwelius","given":"R.F.","affiliations":[],"preferred":false,"id":165102,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keeton, C.R.","contributorId":45718,"corporation":false,"usgs":true,"family":"Keeton","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":165104,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tyler, J.W. Jr.","contributorId":70394,"corporation":false,"usgs":true,"family":"Tyler","given":"J.W.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":165105,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26007,"text":"wri854122 - 1985 - Runoff and chemical loading in small watersheds in the Twin Cities Metropolitan Area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T10:53:38","indexId":"wri854122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4122","title":"Runoff and chemical loading in small watersheds in the Twin Cities Metropolitan Area, Minnesota","docAbstract":"<p>Flow, rainfall, and water-quality data were collected during 1980 for 15 to 30 rainfall and snowmelt events on 6 rural and 11 urban watersheds in the Twin Cities Metropolitan Area. Event or daily flow and load models (for seven constituents) were developed and used with runoff and rainfall data for 1963-80 to compute 2-year frequency annual and seasonal flows and loads for each watershed. In models of storm-sewered watersheds, total storm rainfall proved to be the most significant factor controlling runoff and loads. Depending on the watershed type, antecedent soil-moisture indices and rainfall intensity also were important factors in estimating runoff. Annual runoff from storm-sewered watersheds averaged about 27 percent of annual precipitation, ranging from 13 to 57 percent. Runoff in urban main-stem streams ranged from 13 to 20 percent and was related to the percent of urbanization in the watershed. Annual runoff in rural watersheds ranged from 6 to 20 percent of annual precipitation. Runoff responses were highest in the snowmelt season for all watersheds and declined through the rest of the year. Rural watersheds showed a considerable decrease in runoff response during late summer and fall. Urban-watershed response from season to season was more consistent than rural watersheds because of the impervious area and storm sewers in urban watersheds. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri854122","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities","usgsCitation":"Ayers, M.A., Brown, R.G., and Oberts, G., 1985, Runoff and chemical loading in small watersheds in the Twin Cities Metropolitan Area, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 85-4122, iv, 35 p., https://doi.org/10.3133/wri854122.","productDescription":"iv, 35 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":54766,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4122/report-thumb.jpg"}],"country":"United States","state":"Minneosta","otherGeospatial":"Twin Cites Metropolitan 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M. A.","contributorId":41417,"corporation":false,"usgs":true,"family":"Ayers","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":195633,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oberts, G.L.","contributorId":43814,"corporation":false,"usgs":true,"family":"Oberts","given":"G.L.","affiliations":[],"preferred":false,"id":195632,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","interactions":[{"subject":{"id":19845,"text":"ofr8467 - 1984 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"ofr8467","publicationYear":"1984","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"wsp2259","publicationYear":"1985","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"id":1}],"lastModifiedDate":"2017-08-31T17:07:40","indexId":"wsp2259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2259","title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","docAbstract":"<p>The ground-water system was studied in the Trail Mountain area in order to provide hydrologic information needed to assess the hydrologic effects of underground coal mining. Well testing and spring data indicate that water occurs in several aquifers. The coal-bearing Blackhawk-Star Point aquifer is regional in nature and is the source of most water in underground mines in the region. One or more perched aquifers overlie the Blackhawk-Star Point aquifer in most areas of Trail Mountain.</p><p>Aquifer tests indicate that the transmissivity of the Blackhawk-Star Point aquifer, which consists mainly of sandstone, siltstone, and shale, ranges from about 20 to 200 feet squared per day in most areas of Trail Mountain. The specific yield of the aquifer was estimated at 0.05, and the storage coefficient is about IxlO\"6 per foot of aquifer where confined.</p><p>The main sources of recharge to the multiaquifer system are snowmelt and rain, and water is discharged mainly by springs and by leakage along streams. Springs that issue from perched aquifers are sources of water for livestock and wildlife on Trail Mountain.</p><p>Water in all aquifers is suitable for most uses. Dissolved solids concentrations range from about 250 to 700 milligrams per liter, and the predominant dissolved constituents generally are calcium, magnesium, and bicarbonate.</p><p> Future underground coal mines will require dewatering when they penetrate the Blackhawk-Star Point aquifer. A finitedifference, three-dimensional computer model was used to estimate the inflow of water to various lengths and widths of a hypothetical dewatered mine and to estimate drawdowns of potentiometric surfaces in the partly dewatered aquifer. The estimates were made for a range of aquifer properties and premining hydraulic gradients that were similar to those on Trail Mountain. The computer simulations indicate that mine inflows could be several hundred gallons per minute and that potentiometric surfaces of the partly dewatered aquifer could be drawn down by several hundred feet during a reasonable life span of a mine. Because the Blackhawk-Star Point aquifer is separated from overlying perched aquifers by an unsaturated zone, mine dewatering alone would not affect perched aquifers. Mine dewatering would not significantly change water quality in the Blackhawk-Star Point aquifer. </p><p>Subsidence will occur above future underground mines, but the effects on the ground-water system cannot be quantified. Subsidence fractures possibly could extend from the roof of a mine into a perched aquifer several hundred feet above. Such fractures would increase down ward percolation of water through the perching bed, and spring discharge from the perched aquifer could decrease. Flow through subsidence fractures also could increase recharge to the Blackhawk-Star Point aquifer and increase inflows to underground mines.  </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2259","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1985, The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah: U.S. Geological Survey Water Supply Paper 2259, v, 32 p., https://doi.org/10.3133/wsp2259.","productDescription":"v, 32 p.","numberOfPages":"38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":27728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2259/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Trail Mountain","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612291","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144711,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26057,"text":"wri854210 - 1985 - Cost effectiveness of the stream-gaging program in South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:52:02","indexId":"wri854210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4210","title":"Cost effectiveness of the stream-gaging program in South Carolina","docAbstract":"The cost effectiveness of the stream-gaging program in South Carolina was documented for the 1983 water yr. Data uses and funding sources were identified for the 76 continuous stream gages currently being operated in South Carolina. The budget of $422,200 for collecting and analyzing streamflow data also includes the cost of operating stage-only and crest-stage stations. The streamflow records for one stream gage can be determined by alternate, less costly methods, and should be discontinued. The remaining 75 stations should be maintained in the program for the foreseeable future. The current policy for the operation of the 75 stations including the crest-stage and stage-only stations would require a budget of $417,200/yr. The average standard error of estimation of streamflow records is 16.9% for the present budget with missing record included. However, the standard error of estimation would decrease to 8.5% if complete streamflow records could be obtained. It was shown that the average standard error of estimation of 16.9% could be obtained at the 75 sites with a budget of approximately $395,000 if the gaging resources were redistributed among the gages. A minimum budget of $383,500 is required to operate the program; a budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 18.6%. The maximum budget analyzed was $850,000, which resulted in an average standard error of 7.6 %. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri854210","usgsCitation":"Barker, A., Wright, B., and Bennett, C., 1985, Cost effectiveness of the stream-gaging program in South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4210, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854210.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":54838,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4210/report-thumb.jpg"}],"country":"United States","state":"South 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,{"id":55699,"text":"wdrMO841 - 1985 - Water resources data, Missouri, water year 1984","interactions":[],"lastModifiedDate":"2025-09-11T15:39:32.095975","indexId":"wdrMO841","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MO-84-1","title":"Water resources data, Missouri, water year 1984","docAbstract":"<p>Water resources data for the 1984 water year for Missouri consist of records of stage, discharge, and water quality of lakes and reservoirs; contains records for water discharge at 112 gaging stations; stage and contents at 9 lakes and reservoirs; water quality at 71 sampling stations (including 1 lake) and data for 35 crest-stage stations.</p>","language":"English","publisher":"U.S. Geological 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E. Jr.","contributorId":12080,"corporation":false,"usgs":true,"family":"Curtis","given":"R.","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":255094,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guzman-Rios, Senen sgguzman@usgs.gov","contributorId":2853,"corporation":false,"usgs":true,"family":"Guzman-Rios","given":"Senen","email":"sgguzman@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":255093,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diaz, P.L.","contributorId":21626,"corporation":false,"usgs":true,"family":"Diaz","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":255095,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26914,"text":"wri854205 - 1985 - Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri854205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4205","title":"Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","docAbstract":"The hydrologic effects of surface coal mining in unlimited areas is difficult to predict, partly because of a lack of adequate data collected before and after mining and reclamation. In order to help provide data to assess the effects of surface mining on the hydrology of small basins in the coal fields of the eastern United States, the U.S. Bureau of Mines sponsored a comprehensive hydrologic study at three sites in the Ohio part of the Eastern Coal Province. These sites are within the unqlaciated part of the Allegheny Plateau, and are representative of similar coal-producing areas in Kentucky, West Virginia, and Pennsylvania. The U.S. Geological Survey was responsible for the ground-water phase of the study.\r\n\r\nThe aquifer system at each watershed consisted of two localized perched aquifers (top and middle) above a deeper, more regional aquifer. The premining top aquifer was destroyed by mining in each case, and was replaced by spoils during reclamation.\r\n\r\nThe spoils formed new top aquifers that were slowly becoming resaturated at the end of the study period. Water levels in the aquifers were about the same after reclamation as before mining, although levels rose in a few places. It appears that the underclay at the base of the new top aquifers at all three sites prevents significant downward leakage from the top aquifers to lower except in places where the layer may have been damaged during mining.\r\n\r\nWater in the top aquifers is a calcium sulfate type, whereas calcium bicarbonate type water predominated before mining. The median specific conductance of water in the new top aquifers was about 5 times greater than that of the original top aquifers in two of the watersheds, and 1 1/2 times the level of the original top aquifers in the third. Concentrations of dissolved sulfate, iron, and manganese in the top aquifers before mining generally did not exceed U.S. and Ohio Environmental Protection Agency drinking-water limits, but generally exceeded these limits after reclamation. Water-quality changes in the middle aquifers were minor by comparison. Water levels and water quality in the deeper, regional aquifers were unaffected by mining.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854205","usgsCitation":"Eberle, M., and Razem, A., 1985, Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4205, iv, 13 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854205.","productDescription":"iv, 13 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4205/report-thumb.jpg"},{"id":55796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c90a","contributors":{"authors":[{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":197237,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":197236,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29918,"text":"wri854085 - 1985 - Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri854085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4085","title":"Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","docAbstract":"Data were collected during the spring of 1984 in the vicinity of North Channel Bridge in Jamaica Bay, New York to define the hydraulic regime and the physical characteristics and chemical quality of bottom sediments. The data were used in a semiquantitative analysis to predict the effects of bridge replacement and the attendant resuspension of bottom sediments, on the hydraulics and quality of water and bottom sediments. The bay-bottom configuration at the bridge site was defined, and continuous tidal stage and tidal velocity data were collected for about a month. In addition, eight bottom-sediment samples were collected near the bridge and analyzed. Results of the hydraulic analysis show that the proposed bridge should not have any measurable effect on the net water transport at the bridge cross section. The sediment data indicate that bottom sediments are relatively unpolluted in the vicinity of the bridge. Seventy-five percent of the resuspended bottom sediments will probably settle within 186 m of the bridge during an average ebb tide. Metals and nutrients released from the sediments to the water column are expected to be diluted far below detection limits. The extra oxygen demand exerted by the resuspended bottom sediments is also expected to be far less than ambient biochemical oxygen demand of the water column. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854085","usgsCitation":"Staubitz, W., and Wolcott, S., 1985, Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4085, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854085.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4085/report-thumb.jpg"},{"id":58735,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698a1c","contributors":{"authors":[{"text":"Staubitz, W. W.","contributorId":73209,"corporation":false,"usgs":true,"family":"Staubitz","given":"W. W.","affiliations":[],"preferred":false,"id":202358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolcott, S.W.","contributorId":14453,"corporation":false,"usgs":true,"family":"Wolcott","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":202357,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57552,"text":"wdrCA842 - 1985 - Water Resources Data for California, Water Year 1984; Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-06-21T01:01:41","indexId":"wdrCA842","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"CA-84-2","title":"Water Resources Data for California, Water Year 1984; Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","docAbstract":"Water resources data for the 1984 water year for California consists of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 2 contains discharge records for 132 gaging stations; stage and contents for 18 lakes and reservoirs; water quality for 11 stations; water levels for 9 observation wells. Also included are 2 low-flow partial-record stations and 19 water-quality partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrCA842","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Anderson, S., Markham, K., Piro, V., Shelton, W., and Grillo, D., 1985, Water Resources Data for California, Water Year 1984; Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley (Legacy Report): U.S. Geological Survey Water Data Report CA-84-2, xi, 315 p., https://doi.org/10.3133/wdrCA842.","productDescription":"xi, 315 p.","temporalStart":"1983-10-01","temporalEnd":"1984-09-30","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257724,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_84_2.jpg"},{"id":182016,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1984/ca-84/WDR-1984-vol2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Pacific Slope Basins;Arroyo Grande","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd162","contributors":{"authors":[{"text":"Anderson, S.","contributorId":45779,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","affiliations":[],"preferred":false,"id":257325,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Markham, K.L.","contributorId":14041,"corporation":false,"usgs":true,"family":"Markham","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":257323,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Piro, V.","contributorId":53883,"corporation":false,"usgs":true,"family":"Piro","given":"V.","email":"","affiliations":[],"preferred":false,"id":257327,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257326,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Grillo, D.A.","contributorId":45727,"corporation":false,"usgs":true,"family":"Grillo","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":257324,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":57551,"text":"wdrCA834 - 1985 - Water Resources Data for California, Water Year 1983, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-06-20T01:01:36","indexId":"wdrCA834","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"CA-83-4","title":"Water Resources Data for California, Water Year 1983, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water-resources data for the 1983 water year for California consists of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 4 contains discharge records for 153 gaging stations; stage and contents for 25 lakes and reservoirs; precipitation data for 2 stations; water quality for 7 stations; and water levels for 147 observation wells. Also included is one low-flow partial-record station. Additional water data are collected at various sites, not part of the systematic data collection program, and are published as special investigations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrCA834","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Fogelman, R.P., Mullen, J., Shelton, W., Simpson, R., and Grillo, D., 1985, Water Resources Data for California, Water Year 1983, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line (Legacy Reports): U.S. Geological Survey Water Data Report CA-83-4, xiii, 361 p., https://doi.org/10.3133/wdrCA834.","productDescription":"xiii, 361 p.","temporalStart":"1982-10-01","temporalEnd":"1983-09-30","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_83_4.jpg"},{"id":182015,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/ca-83/WDR-1983-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Northern California Valley Basins;Great Basin;Honey Lake Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Reports","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b012","contributors":{"authors":[{"text":"Fogelman, R. P.","contributorId":96688,"corporation":false,"usgs":true,"family":"Fogelman","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":257322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mullen, J.R.","contributorId":92683,"corporation":false,"usgs":true,"family":"Mullen","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":257321,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257320,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":257318,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Grillo, D.A.","contributorId":45727,"corporation":false,"usgs":true,"family":"Grillo","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":257319,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":15963,"text":"ofr84470 - 1985 - Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base","interactions":[],"lastModifiedDate":"2022-09-12T21:23:29.88412","indexId":"ofr84470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-470","title":"Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base","docAbstract":"In 1981, the U.S. Geological Survey, in cooperation with the Ohio Department of Transportation and the Federal Highway Administration, began a 7-year flood-volume study of small rural basins in Ohio. This report summarizes the methods of study and describes reconnaissance and site-selection procedures, locations and characteristics of the stations, instrumentation, and methods of collecting and storing data.\r\n\r\nThe first phase of this study involved an intensive field reconnaissance of about 7,000 sites, of which 32 basins were selected for detailed analysis. Drainage areas for the basins varied from 0.13 to 6.45 square miles, and main-channel slopes ranged from 7.6 to 276 feet per mile.\r\n\r\nFive years of 5-minute rainfall-runoff data will be colledted for each study site. These data will be used to calibrate and verify a rainfall-runoff model for each basin. The calibrated model will be used in conjunction with 80 years of National Weather Service 5-minute precipitation data to synthesize a representative 80-year streamflow record at each site. A Log-Pearson Type III frequency distribution will be applied to each record to define the magnitudes and frequencies of flood volumes at each site. These data will be used to develop regionalized multiple regression models for estimating flood-volume magnitudes and frequencies at small rural ungaged sites in Ohio.\r\n\r\nThe report also summarizes rainfall-runoff data collected from July 1981 through September 1983, but does not interpret the data. An average of eleven event periods per site were monitored where maximum 5-minute rainfall intensities varied from 0.02 to .067 inches and maximum peak discharges varied from 1 to 1,130 cubic feet per second.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84470","usgsCitation":"Sherwood, J.M., 1985, Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base: U.S. Geological Survey Open-File Report 84-470, v, 138 p., https://doi.org/10.3133/ofr84470.","productDescription":"v, 138 p.","costCenters":[],"links":[{"id":44924,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0470/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406566,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":1426,"text":"wsp2266 - 1985 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","interactions":[{"subject":{"id":8984,"text":"ofr84588 - 1984 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","indexId":"ofr84588","publicationYear":"1984","noYear":false,"title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":1426,"text":"wsp2266 - 1985 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","indexId":"wsp2266","publicationYear":"1985","noYear":false,"title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2266","title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","docAbstract":"Polychlorinated biphenyls (PCB's) are sorbed to the fine-grained stream-bottom sediments along the Housatonic River from Pittsfield, Massachusetts, southward to the Massachusetts-Connecticut boundary. The highest PCB concentrations, up to 140,000 micrograms per kilogram, were found in samples of bottom material from a reach of the river between Pittsfield and Woods Pond Dam in Lee, Massachusetts. Sediments in Woods Pond have been estimated to contain about 11,000 pounds of PCB's. Approximately 490 pounds per year of PCB's have also been estimated to move past the Housatonic River gaging station at Great Barrington. \r\n\r\nThe distribution of hydraulic heads, water temperatures, and concentrations of dissolved oxygen, ammonia, nitrate, iron, and manganese in ground water shows that industrial water-supply wells in a sand and gravel aquifer adjacent to a stretch of the river called Woods Pond have been inducing ground-water recharge through the PCB-contaminated bottom sediments of the pond since late 1956. These data indicate that, at one location along the shore of the pond, the upper 40 feet of the aquifer contains water derived from induced infiltration. However, this induced recharge has not moved PCB's from the bottom sediments into a vertical section of the aquifer located 5 feet downgradient from the edge of Woods Pond. Samples taken at selected intervals in this section showed that no PCB's sorbed to the aquifer material or dissolved in the ground water within the detection limits of the chemical analyses.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2266","usgsCitation":"Gay, F.B., and Frimpter, M.H., 1985, Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts: U.S. Geological Survey Water Supply Paper 2266, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2266.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138081,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2266/report-thumb.jpg"},{"id":26530,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2266/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640757","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":143724,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frimpter, Michael H.","contributorId":8074,"corporation":false,"usgs":true,"family":"Frimpter","given":"Michael","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143723,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13438,"text":"ofr85592 - 1985 - Petrographic data from the Lower Cretaceous Blackleaf Formation and lower Upper Cretaceous Frontier Formation (lower part) in Beaverhead and Madison counties, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:45","indexId":"ofr85592","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-592","title":"Petrographic data from the Lower Cretaceous Blackleaf Formation and lower Upper Cretaceous Frontier Formation (lower part) in Beaverhead and Madison counties, Montana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85592","usgsCitation":"Dyman, T.S., 1985, Petrographic data from the Lower Cretaceous Blackleaf Formation and lower Upper Cretaceous Frontier Formation (lower part) in Beaverhead and Madison counties, Montana: U.S. Geological Survey Open-File Report 85-592, i, 19 leaves :map ;28 cm., https://doi.org/10.3133/ofr85592.","productDescription":"i, 19 leaves :map ;28 cm.","costCenters":[],"links":[{"id":146369,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0592/report-thumb.jpg"},{"id":41882,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0592/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f72","contributors":{"authors":[{"text":"Dyman, T. S.","contributorId":21161,"corporation":false,"usgs":false,"family":"Dyman","given":"T.","middleInitial":"S.","affiliations":[],"preferred":false,"id":167809,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16397,"text":"ofr84142 - 1985 - Geohydrologic and drill-hole data for test wells UE-29a#1 and UE-29a#2, Fortymile Canyon, Nevada Test Site","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr84142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-142","title":"Geohydrologic and drill-hole data for test wells UE-29a#1 and UE-29a#2, Fortymile Canyon, Nevada Test Site","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84142","usgsCitation":"Waddell, R.K., 1985, Geohydrologic and drill-hole data for test wells UE-29a#1 and UE-29a#2, Fortymile Canyon, Nevada Test Site: U.S. Geological Survey Open-File Report 84-142, iv, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84142.","productDescription":"iv, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":147695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0142/report-thumb.jpg"},{"id":45363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0142/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f79","contributors":{"authors":[{"text":"Waddell, Richard K. Jr.","contributorId":83133,"corporation":false,"usgs":true,"family":"Waddell","given":"Richard","suffix":"Jr.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":172780,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28593,"text":"wri854036 - 1985 - Cost-effectiveness of the stream-gaging program in North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:22:00","indexId":"wri854036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4036","title":"Cost-effectiveness of the stream-gaging program in North Carolina","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in North Carolina. Data uses and funding sources are identified for the 146 gaging stations currently operated in North Carolina with a budget of $777,600 (1984). As a result of the study, eleven stations are nominated for discontinuance and five for conversion from recording to partial-record status. Large parts of North Carolina 's Coastal Plain are identified as having sparse streamflow data. This sparsity should be remedied as funds become available. Efforts should also be directed toward defining the efforts of drainage improvements on local hydrology and streamflow characteristics. The average standard error of streamflow records in North Carolina is 18.6 percent. This level of accuracy could be improved without increasing cost by increasing the frequency of field visits and streamflow measurements at stations with high standard errors and reducing the frequency at stations with low standard errors. A minimum budget of $762,000 is required to operate the 146-gage program. A budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, and with the optimum allocation of field visits, the average standard error is 17.6 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854036","usgsCitation":"Mason, R., and Jackson, N., 1985, Cost-effectiveness of the stream-gaging program in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4036, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854036.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4036/report-thumb.jpg"}],"country":"United States","state":"North 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68460d","contributors":{"authors":[{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":200080,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jackson, N.M.","contributorId":47375,"corporation":false,"usgs":true,"family":"Jackson","given":"N.M.","affiliations":[],"preferred":false,"id":200081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26475,"text":"wri854206 - 1985 - Effects of potential surface coal mining on dissolved solids in Otter Creek and in the Otter Creek alluvial aquifer, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri854206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4206","title":"Effects of potential surface coal mining on dissolved solids in Otter Creek and in the Otter Creek alluvial aquifer, southeastern Montana","docAbstract":"Otter Creek drains an area of 709 square miles in the coal-rich Powder River structural basin of southeastern Montana. The Knobloch coal beds in the Tongue River Member of the Paleocene Fort Union Formation is a shallow aquifer and a target for future surface mining in the downstream part of the Otter Creek basin. A mass-balance model was used to estimate the effects of potential mining on the dissolved solids concentration in Otter Creek and in the alluvial aquifer in the Otter Creek valley. With extensive mining of the Knobloch coal beds, the annual load of dissolved solids to Otter Creek at Ashland at median streamflow could increase by 2,873 tons, or a 32-percent increase compared to the annual pre-mining load. Increased monthly loads of Otter Creek, at the median streamflow, could range from 15 percent in February to 208 percent in August. The post-mining dissolved solids load to the subirrigated part of the alluvial valley could increase by 71 percent. The median dissolved solids concentration in the subirrigated part of the valley could be 4,430 milligrams per liter, compared to the pre-mining median concentration of 2,590 milligrams per liter. Post-mining loads from the potentially mined landscape were calculated using saturated-paste-extract data from 506 overburdened samples collected from 26 wells and test holes. Post-mining loads to the Otter Creek valley likely would continue at increased rates for hundreds of years after mining. If the actual area of Knobloch coal disturbed by mining were less than that used in the model, post-mining loads to the Otter Creek valley would be proportionally smaller. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854206","usgsCitation":"Cannon, M.R., 1985, Effects of potential surface coal mining on dissolved solids in Otter Creek and in the Otter Creek alluvial aquifer, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 85-4206, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854206.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4206/report-thumb.jpg"},{"id":55294,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4206/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55295,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4206/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a14","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196457,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15066,"text":"ofr85741 - 1985 - Chemical data from Tertiary igneous rocks, Atka and Amlia Islands, central Aleutian Island arc, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr85741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-741","title":"Chemical data from Tertiary igneous rocks, Atka and Amlia Islands, central Aleutian Island arc, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85741","usgsCitation":"Morgenson, L., Vallier, T., and Lamothe, P.J., 1985, Chemical data from Tertiary igneous rocks, Atka and Amlia Islands, central Aleutian Island arc, Alaska: U.S. Geological Survey Open-File Report 85-741, 28 p. :maps ;28 cm., https://doi.org/10.3133/ofr85741.","productDescription":"28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":147653,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0741/report-thumb.jpg"},{"id":43979,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0741/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3eec","contributors":{"authors":[{"text":"Morgenson, L.V.","contributorId":35746,"corporation":false,"usgs":true,"family":"Morgenson","given":"L.V.","affiliations":[],"preferred":false,"id":170514,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vallier, T.L.","contributorId":69526,"corporation":false,"usgs":true,"family":"Vallier","given":"T.L.","affiliations":[],"preferred":false,"id":170516,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lamothe, P. J.","contributorId":45672,"corporation":false,"usgs":true,"family":"Lamothe","given":"P.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170515,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28882,"text":"wri854273 - 1985 - Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri854273","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4273","title":"Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","docAbstract":"Groundwater flow in the Amargosa Valley area is in Nevada complex and involves a valley fill aquifer and an underlying carbonate rock aquifer. Groundwater development in the area is in the valley fill aquifer, about 10 mi. south-west of Lathrop Wells. Water levels measured in selected wells in the area in 1984 are lower than those measured in 1962, demonstrating that water levels have undergone a net decline since 1962. An implied water level rise and resulting groundwater mound suggested on a map from a U.S. Bureau of Reclamation report appear to be based on the inadvertent misplotting of two wells. Data presented in this report indicate that the implied mound does not exist. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, U.S. Geological Survey [distributor],","doi":"10.3133/wri854273","usgsCitation":"Nichols, W.D., and Akers, J.P., 1985, Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84: U.S. Geological Survey Water-Resources Investigations Report 85-4273, v, 7 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854273.","productDescription":"v, 7 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4273/report-thumb.jpg"},{"id":57755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e933c","contributors":{"authors":[{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":200554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27878,"text":"wri854004 - 1985 - Determination of roughness coefficients for streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri854004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4004","title":"Determination of roughness coefficients for streams in Colorado","docAbstract":"Most hydraulic calculations of flow in channels and overbank areas require an evaluation of flow resistance, generally expressed as Manning 's roughness coefficient. The degree of roughness depends on many factors. The report summarizes and relates several methods of estimating roughness and presents additional channel-roughness verification data on higher-gradient streams with slopes greater than 0.002. A procedure is outlined that enables the user to systematically evaluate the factors affecting natural, agricultural, and urban channel and overbank roughness. Two prediction equations are presented to aid in the calculation of coefficients for natural stable channels in which roughness changes dramatically with depth of flow. Roughness coefficients can be determined from low-to-high flow conditions as long as the channel remains fairly stable, sediment concentrations are not so great as to result in mudflows or debris flows, and stream slopes are less than 0.05. Because of extreme turbulence, large energy losses, and hence large roughness coefficients, flow in high-gradient, cobble- and boulder-bed mountain streams generally is subcritical. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854004","usgsCitation":"Jarrett, R., 1985, Determination of roughness coefficients for streams in Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4004, vi, 54 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854004.","productDescription":"vi, 54 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4004/report-thumb.jpg"},{"id":56701,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667593","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198833,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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