The calcareous upper part of the 2,000-meter-thick Middle Pennsylvanian Minturn Formation (Lindsey and others, 1985) in the northern Sangre de Cristo Range is a key stratigraphic interval for correlating rocks and mapping the structure of the range. The stratigraphy of this complex and heretofore poorly known interval is reported here in order to provide a basis for correlation among the structural blocks in the range. Inferred depositional environments of the upper part of the Minturn Formation are described briefly.
\nThe upper part of the Minturn contains numerous occurrences of stratiform uranium and copper that were examined and sampled in order to document the concentration and distribution of metals within the established stratigraphic framework. The occurrences studied are classified according to the inferred depositional setting of the host rock in order to assess the extent of paleogeographic and paleohydrologic control of mineralized horizons.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1622D","isbn":"0607814292","usgsCitation":"Clark, R.F., and Walz, D., 1985, Stratigraphic sections, depositional environments, and metal content of the upper part of the Middle Pennsylvanian Minturn Formation, Northern Sangre De Cristo Range, Custer and Saguache counties, Colorado: U.S. Geological Survey Miscellaneous Field Studies Map 1622, 2 Plates: 51.02 x 41.76 inches and 37.80 x 45.30 inches, https://doi.org/10.3133/mf1622D.","productDescription":"2 Plates: 51.02 x 41.76 inches and 37.80 x 45.30 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326359,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1622D.JPG"},{"id":327616,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1622-D/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327617,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1622-D/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"42850","country":"United States","state":"Colorado","county":"Custer County, Saguache County","otherGeospatial":"Middle Pennsylvanian Minturn Formation","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.81694444444445,38 ], [ -105.81694444444445,38.21666666666667 ], [ -105.51777777777778,38.21666666666667 ], [ -105.51777777777778,38 ], [ -105.81694444444445,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf8b","contributors":{"authors":[{"text":"Clark, R. F.","contributorId":86037,"corporation":false,"usgs":false,"family":"Clark","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":266040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walz, D.M.","contributorId":92338,"corporation":false,"usgs":true,"family":"Walz","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":266041,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30186,"text":"wri844358 - 1985 - Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844358","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":"84-4358","title":"Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma","docAbstract":"Statewide regression relations for Oklahoma were determined for estimating peak discharge of floods for selected recurrence intervals from 2 to 500 years. The independent variables required for estimating flood discharge for rural streams are contributing drainage area and mean annual precipitation. Main-channel slope, a variable used in previous reports, was found to contribute very little to the accuracy of the relations and was not used. The regression equations are applicable for watersheds with drainage areas less than 2,500 square miles that are not significantly affected by regulation from manmade works. These relations are presented in graphical form for easy application.\r\nLimitations on the use of the regression relations and the reliability of regression estimates for rural unregulated streams are discussed. Basin and climatic characteristics, log-Pearson Type III statistics and the flood-frequency relations for 226 gaging stations in Oklahoma and adjacent states are presented.\r\n\r\nRegression relations are investigated for estimating flood magnitude and frequency for watersheds affected by regulation from small FRS (floodwater retarding structures) built by the U.S. Soil Conservation Service in their watershed protection and flood prevention program. Gaging-station data from nine FRS regulated sites in Oklahoma and one FRS regulated site in Kansas are used. For sites regulated by FRS, an adjustment of the statewide rural regression relations can be used to estimate flood magnitude and frequency. The statewide regression equations are used by substituting the drainage area below the FRS, or drainage area that represents the percent of the basin unregulated, in the contributing drainage area parameter to obtain flood-frequency estimates. Flood-frequency curves and flow-duration curves are presented for five gaged sites to illustrate the effects of FRS regulation on peak discharge.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844358","usgsCitation":"Tortorelli, R.L., and Bergman, D.L., 1985, Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 84-4358, vii, 85 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844358.","productDescription":"vii, 85 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4358/report-thumb.jpg"},{"id":58983,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4358/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685e0e","contributors":{"authors":[{"text":"Tortorelli, R. L.","contributorId":105755,"corporation":false,"usgs":true,"family":"Tortorelli","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202827,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202826,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27639,"text":"wri854261 - 1985 - Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","interactions":[],"lastModifiedDate":"2016-06-23T15:15:41","indexId":"wri854261","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":"85-4261","title":"Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","docAbstract":"The water level of the navigation pools on the Mississippi River are maintained by the operation of tainter and roller gates at the locks and dams. Discharge ratings for the gates on Lock and Dam 14, at Le Claire, Iowa, were developed from current-meter discharge measurements made in the forebays of the gate structures. Methodology is given to accurately compute the vertical gate openings of the tainter gates. Discharge coefficients, in equations that express discharges as a function of tailwater head, headwater head, and vertical height of gate opening, were determined for conditions of submerged-orifice and free-weir flow. A comparison of the rating discharge to the hydraulic model rating discharges is given for submerged orifice flow for the tainter and roller gates. (Author 's abstract)
","language":"English","publisher":"U.S Geological Survey","doi":"10.3133/wri854261","usgsCitation":"Heinitz, A., 1985, Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4261, viii, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854261.","productDescription":"viii, 38 p. :ill., map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":56501,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4261/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a991","contributors":{"authors":[{"text":"Heinitz, A.J.","contributorId":62610,"corporation":false,"usgs":true,"family":"Heinitz","given":"A.J.","affiliations":[],"preferred":false,"id":198458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28500,"text":"wri834259 - 1985 - Test wells in central Washington, 1977 to 1979: Description and results","interactions":[],"lastModifiedDate":"2021-12-23T21:46:44.397776","indexId":"wri834259","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":"83-4259","title":"Test wells in central Washington, 1977 to 1979: Description and results","docAbstract":"During the period October 1977-March 1979, four wells were added to a network of wells in central Washington State to provide information on potential sources of ground-water supplies from aquifers in the Columbia River Basalt Group and supplemental ground-water data for water-management purposes where they cannot be obtained by other means. Two were drilled in the Yakima River canyon between Ellensburg and Yakima--one to 602 feet in the Burbank Creek valley and the other to 1,019 feet near the mouth of Umtanum Creek. A third well was drilled to 725 feet in the Badger Pocket area of the Ellensburg-Kittitas valley. A test well near George, Washington, was deepened from 975 to 1,610 feet and three piezometers were installed in this interval. The Burbank Creek, Umtanum Creek, and George test wells are completed in basalts and associated interflow zones of the Yakima Basalt Subgroup of the Columbia River Basalt Group. The Badger Pocket well penetrated more than 725 feet of unconsolidated materials without reaching the basalt. Specific capacities of the Umtanum Creek and George wells after 20 hours of pumping were 190 and 160 to 190 gallons per minute per foot of drawdown, respectively. Specific capacity of the Burbank Creek well after flowing for 24 hours was 32.5 gallons per minute per foot of drawdown. The Badger Pocket well was not tested for water yield. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834259","usgsCitation":"Lum, W., and Cline, D., 1985, Test wells in central Washington, 1977 to 1979: Description and results: U.S. Geological Survey Water-Resources Investigations Report 83-4259, vi, 48 p., https://doi.org/10.3133/wri834259.","productDescription":"vi, 48 p.","costCenters":[],"links":[{"id":57302,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393390,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35887.htm"},{"id":159654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4259/report-thumb.jpg"}],"country":"United States","state":"Washington","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.5,\n 46.667\n ],\n [\n -119.6,\n 46.667\n ],\n [\n -119.6,\n 47.25\n ],\n [\n -120.5,\n 47.25\n ],\n [\n -120.5,\n 46.667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c1d6","contributors":{"authors":[{"text":"Lum, W. 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C.","contributorId":40960,"corporation":false,"usgs":true,"family":"Dohrenwend","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":266024,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Munts, S.R.","contributorId":61035,"corporation":false,"usgs":true,"family":"Munts","given":"S.R.","affiliations":[],"preferred":false,"id":266026,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}} ,{"id":61555,"text":"mf1755B - 1985 - Geologic maps of the Fiddler Butte Wilderness Study area and the Fremont Gorge Study Area, Garfield and Wayne counties, Utah","interactions":[],"lastModifiedDate":"2012-02-10T00:10:35","indexId":"mf1755B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1755","chapter":"B","title":"Geologic maps of the Fiddler Butte Wilderness Study area and the Fremont Gorge Study Area, Garfield and Wayne counties, Utah","language":"ENGLISH","doi":"10.3133/mf1755B","usgsCitation":"Larson, M.J., Bromfield, C.S., Dubiel, R.F., Orkild, P., Patterson, C., and Peterson, F., 1985, Geologic maps of the Fiddler Butte Wilderness Study area and the Fremont Gorge Study Area, Garfield and Wayne counties, Utah: U.S. Geological Survey Miscellaneous Field Studies Map 1755, 1 map ;49 x 52 cm., on sheet 71 x 99 cm., folded in envelope 25 x 32 cm., https://doi.org/10.3133/mf1755B.","productDescription":"1 map ;49 x 52 cm., on sheet 71 x 99 cm., folded in envelope 25 x 32 cm.","costCenters":[],"links":[{"id":106110,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_7526.htm","linkFileType":{"id":5,"text":"html"},"description":"7526"},{"id":179802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110.5,38 ], [ -110.5,38.083333333333336 ], [ -110.33333333333333,38.083333333333336 ], [ -110.33333333333333,38 ], [ -110.5,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6885b0","contributors":{"authors":[{"text":"Larson, M. 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G.","affiliations":[],"preferred":false,"id":266019,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Peterson, Fred fpeterson@usgs.gov","contributorId":1309,"corporation":false,"usgs":true,"family":"Peterson","given":"Fred","email":"fpeterson@usgs.gov","affiliations":[],"preferred":true,"id":266016,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":61554,"text":"mf1754A - 1985 - Mineral resource potential map of the Dirty Devil, French Spring-Happy Canyon, and Horseshoe Canyon Wilderness Study Areas, Wayne and Garfield counties, Utah","interactions":[],"lastModifiedDate":"2012-02-10T00:10:35","indexId":"mf1754A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1754","chapter":"A","title":"Mineral resource potential map of the Dirty Devil, French Spring-Happy Canyon, and Horseshoe Canyon Wilderness Study Areas, Wayne and Garfield counties, Utah","language":"ENGLISH","doi":"10.3133/mf1754A","usgsCitation":"Dubiel, R.F., Larson, M.J., Peterson, F., Willson, W.R., and Schreiner, R., 1985, Mineral resource potential map of the Dirty Devil, French Spring-Happy Canyon, and Horseshoe Canyon Wilderness Study Areas, Wayne and Garfield counties, Utah: U.S. Geological Survey Miscellaneous Field Studies Map 1754, 1 map ;86 x 91 cm., on sheet 100 x 127 cm. folded in envelope 25 x 32 cm. +1 pamphlet (8 p. : maps ; 28 cm.), https://doi.org/10.3133/mf1754A.","productDescription":"1 map ;86 x 91 cm., on sheet 100 x 127 cm. folded in envelope 25 x 32 cm. +1 pamphlet (8 p. : maps ; 28 cm.)","costCenters":[],"links":[{"id":100736,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1985/1754a/plate-1.pdf","size":"13847","linkFileType":{"id":1,"text":"pdf"}},{"id":179753,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/1985/1754a/report-thumb.jpg"},{"id":88988,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/mf/1985/1754a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110.58333333333333,38.166666666666664 ], [ -110.58333333333333,38.5 ], [ -110.16666666666667,38.5 ], [ -110.16666666666667,38.166666666666664 ], [ -110.58333333333333,38.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d4c","contributors":{"authors":[{"text":"Dubiel, R. F. 0000-0002-1280-0350","orcid":"https://orcid.org/0000-0002-1280-0350","contributorId":41820,"corporation":false,"usgs":true,"family":"Dubiel","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":266013,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Larson, M. J.","contributorId":103342,"corporation":false,"usgs":true,"family":"Larson","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":266015,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, Fred fpeterson@usgs.gov","contributorId":1309,"corporation":false,"usgs":true,"family":"Peterson","given":"Fred","email":"fpeterson@usgs.gov","affiliations":[],"preferred":true,"id":266011,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Willson, W. R.","contributorId":18358,"corporation":false,"usgs":true,"family":"Willson","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":266012,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Schreiner, R.A.","contributorId":66754,"corporation":false,"usgs":true,"family":"Schreiner","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":266014,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":65501,"text":"i1634 - 1985 - Controlled photomosaic of the Mare Australe D Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:09","indexId":"i1634","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1634","subseriesTitle":"NONE","title":"Controlled photomosaic of the Mare Australe D Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1634","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Controlled photomosaic of the Mare Australe D Quadrangle of Mars: U.S. Geological Survey IMAP 1634, 1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1634.","productDescription":"1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":251346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1634/report.pdf","size":"24","linkFileType":{"id":1,"text":"pdf"}},{"id":251347,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1634/plate-1.pdf","size":"6856","linkFileType":{"id":1,"text":"pdf"}},{"id":252227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1634/report-thumb.jpg"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881e3","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":533888,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20541,"text":"ofr85398 - 1985 - Phase data catalogue for IASPEI events","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr85398","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":"85-398","title":"Phase data catalogue for IASPEI events","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85398","usgsCitation":"Presgrave, B., 1985, Phase data catalogue for IASPEI events: U.S. Geological Survey Open-File Report 85-398, 254 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85398.","productDescription":"254 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152260,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0398/report-thumb.jpg"},{"id":50059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a881e","contributors":{"authors":[{"text":"Presgrave, B.W.","contributorId":103298,"corporation":false,"usgs":true,"family":"Presgrave","given":"B.W.","email":"","affiliations":[],"preferred":false,"id":182818,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65505,"text":"i1625 - 1985 - Controlled photomosaic of the Mare Australe H Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:10","indexId":"i1625","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1625","subseriesTitle":"NONE","title":"Controlled photomosaic of the Mare Australe H Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1625","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Controlled photomosaic of the Mare Australe H Quadrangle of Mars: U.S. Geological Survey IMAP 1625, 1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1625.","productDescription":"1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260773,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1625/plate-1.pdf"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881cd","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":533892,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10399,"text":"ofr8520 - 1985 - Coal petrographic laboratory procedures and safety manual","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr8520","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":"85-20","title":"Coal petrographic laboratory procedures and safety manual","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8520","usgsCitation":"Moore, T., and Stanton, R., 1985, Coal petrographic laboratory procedures and safety manual: U.S. Geological Survey Open-File Report 85-20, iii, 72 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8520.","productDescription":"iii, 72 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0020/report-thumb.jpg"},{"id":38241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ade4b07f02db5c6d6d","contributors":{"authors":[{"text":"Moore, T.A.","contributorId":91101,"corporation":false,"usgs":true,"family":"Moore","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":161323,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stanton, R.W.","contributorId":19164,"corporation":false,"usgs":true,"family":"Stanton","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":161322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2698,"text":"wsp2239 - 1985 - Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"wsp2239","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":"2239","title":"Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana","docAbstract":"The shallow ground-water system in the northern Powder River Basin consists of Upper Cretaceous to Holocene aquifers overlying the Bearpaw Shale--namely, the Fox Hills Sandstone; Hell Creek, Fort Union, and Wasatch Formations; terrace deposits; and alluvium. Ground-water flow above the Bearpaw Shale can be divided into two general flow patterns. An upper flow pattern occurs in aquifers at depths of less than about 200 feet and occurs primarily as localized flow controlled by the surface topography. A lower flow pattern occurs in aquifers at depths from about 200 to 1,200 feet and exhibits a more regional flow, which is generally northward toward the Yellowstone River with significant flow toward the Powder and Tongue Rivers. \r\n\r\nThe chemical quality of water in the shallow ground-water system in the study area varies widely, and most of the ground water does not meet standards for dissolved constituents in public drinking water established by the U.S. Environmental Protection Agency. Water from depths less than 200 feet generally is a sodium sulfate type having an average dissolved-solids concentration of 2,100 milligrams per liter. Sodium bicarbonate water having an average dissolved-solids concentration of 1,400 milligrams per liter is typical from aquifers in the shallow ground-water system at depths between 200 and 1,200 feet. \r\n\r\nEffects of surface coal mining on the water resources in the northern Powder River Basin are dependent on the stratigraphic location of the mine cut. Where the cut lies above the water-yielding zone, the effects will be minimal. Where the mine cut intersects a water-ielding zone, effects on water levels and flow patterns can be significant locally, but water levels and flow patterns will return to approximate premining conditions after mining ceases. Ground water in and near active and former mines may become more mineralized, owing to the placement of spoil material from the reducing zone in the unsaturated zone where the minerals are subject to oxidation. Regional effects probably will be small because of the limited areal extent of ground-water flow systems where mining is feasible. \r\n\r\nResults of digital models are presented to illustrate the effects of varying hydraulic properties on water-level changes resulting from mine dewatering. The model simulations were designed to depict maximum-drawdown situations. One simulation indicates that after 20 years of continuous dewatering of an infinite, homogeneous, isotropic aquifer that is 10 feet thick and has an initial potentiometric surface 10 feet above the top of the aquifer, water-level declines greater than 1 foot would generally be limited to within 7.5 miles of the center of the mine excavation; declines greater than 2 feet to within about 6 miles; declines greater than 5 feet to within about 3.7 miles; declines greater than 10 feet to within about 1.7 miles; and declines greater than 15 feet to within 1.2 miles.","language":"ENGLISH","publisher":"U.S. G.P.O :\r\nFor sale by the Supt. of Docs., U.S. G.P.O.,","doi":"10.3133/wsp2239","usgsCitation":"Slagle, S.E., Lewis, B.D., and Lee, R.W., 1985, Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana: U.S. Geological Survey Water Supply Paper 2239, iv, 34 p. :ill., maps ;28 cm.; 2 plates in pocket, https://doi.org/10.3133/wsp2239.","productDescription":"iv, 34 p. :ill., maps ;28 cm.; 2 plates in pocket","costCenters":[],"links":[{"id":138838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2239/report-thumb.jpg"},{"id":247236,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2239/plate-1.pdf","size":"10143","linkFileType":{"id":1,"text":"pdf"}},{"id":247237,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2239/plate-2.pdf","size":"6388","linkFileType":{"id":1,"text":"pdf"}},{"id":29067,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e13d","contributors":{"authors":[{"text":"Slagle, Steven E.","contributorId":35284,"corporation":false,"usgs":true,"family":"Slagle","given":"Steven","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145629,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Barney D.","contributorId":93873,"corporation":false,"usgs":true,"family":"Lewis","given":"Barney","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":145630,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lee, Roger W.","contributorId":105273,"corporation":false,"usgs":true,"family":"Lee","given":"Roger","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145631,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27712,"text":"wri854300 - 1985 - Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri854300","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":"85-4300","title":"Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","docAbstract":"The surface water and surficial-bed material at seven stations on three streams in Logan Township, Gloucester County, New Jersey, were sampled in the fall of 1984. Samples of water were analyzed for volatile organic compounds, trace metals, and organochlorine and organophosphorous compounds. Surficial-bed material was analyzed for extractable trace metals and organochlorine compounds. Water samples from two closely spaced sampling locations along Raccoon Creek contained elevated concentrations of methylene chloride (455 and 1800 micrograms/L, respectively), a volatile organic solvent. Bed-material samples taken from Little Timber and Birch Creeks contained elevated levels of trace metals and organochlorine compounds, including polychlorinated biphenyls (PCB's). Contaminant concentrations in bed-material samples taken from Raccoon Creek were much lower than those found previously by the U.S. Geological Survey in 1980. Only a trace of PCB 's was detected in any bed material sample taken from Racoon Creek. Gas chromatographic flame-ionization detector scans, performed on solvent extracts of all water and sediment samples, were useful in characterizing the presence or absence of organic contaminants in those samples. Changes in the character of organic contamination along the reaches of two streams were apparent when the fingerprints of chromatograms representing upstream sites were compared to those representing downstream sites. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854300","usgsCitation":"Hochreiter, J., and Kozinski, J., 1985, Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984: U.S. Geological Survey Water-Resources Investigations Report 85-4300, iv, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854300.","productDescription":"iv, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4300/report-thumb.jpg"},{"id":56557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4300/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db66169b","contributors":{"authors":[{"text":"Hochreiter, J. J.","contributorId":24351,"corporation":false,"usgs":true,"family":"Hochreiter","given":"J. J.","affiliations":[],"preferred":false,"id":198574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kozinski, Jane","contributorId":59836,"corporation":false,"usgs":true,"family":"Kozinski","given":"Jane","email":"","affiliations":[],"preferred":false,"id":198575,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28869,"text":"wri844293 - 1985 - Water-surface elevations for the high tide of December 15, 1977, in the Puget Sound region, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri844293","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":"84-4293","title":"Water-surface elevations for the high tide of December 15, 1977, in the Puget Sound region, Washington","docAbstract":"An unusually high oceanic tide on December 15, 1977, caused flooding of lowlying, nearshore parts of western Washington, including several areas in the Puget Sound region. At Seattle, the December 15 high tide of 14.8 feet above MLLW (mean lower low water datum; 8.55 feet above the National Geodetic Vertical Daltum of 1929, or NGVD) was 0.1 foot higher than the 100-year high tide. At Neah Bay, near the western end of the Straits of Juan de Fuca, however, the high tide of 8.77 feet MLLW (4.55 feet NGVD) on that date was 3.2 feet lower than the 100-year high tide. This study has identified the observed December 15 high-tide elevations at many locations in the Puget Sound region. The observed high tide then was much higher than predicted in most of the Puget Sound region, primarily as the result of a very low barametric pressure. Little damage from wind waves was reported. Elevation profiles for the predicted and observed high tides on December 15 and for several other selected tide levels indicate an increase in the maximum height in the inland direction, except near Port Angeles, and show abrupt changes in tidal elevations at three constrictions - Admiralty Inlet, Tacoma Narrows, and Deception Pass. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844293","usgsCitation":"Nelson, L.M., 1985, Water-surface elevations for the high tide of December 15, 1977, in the Puget Sound region, Washington: U.S. Geological Survey Water-Resources Investigations Report 84-4293, iii, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844293.","productDescription":"iii, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4293/report-thumb.jpg"},{"id":57747,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4293/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a00","contributors":{"authors":[{"text":"Nelson, L. M.","contributorId":39773,"corporation":false,"usgs":true,"family":"Nelson","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":80287,"text":"fwsobs82_10_90 - 1985 - Habitat Suitability Index Models: Eastern brown pelican","interactions":[],"lastModifiedDate":"2022-02-09T15:03:12.69782","indexId":"fwsobs82_10_90","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.90","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Eastern brown pelican","docAbstract":"A review and synthesis of existing information were used to develop a habitat model for the eastern brown pelican (Pelecanus occidentalis carolinensis). The model is scaled to produce an index of habitat suitability between 0 (unsuitable habitat) and 1.0 (optimal habitat) for coastal areas within the eastern brown pelican's breeding range. Habitat suitability indices are designed for use with the Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service. Guidelines for application of the eastern brown pelican habitat model and techniques for measuring model variables are described.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Hingtgen, T.M., Mulholland, R., and Zale, A.V., 1985, Habitat Suitability Index Models: Eastern brown pelican: FWS/OBS 82/10.90, vi, 20 p.","productDescription":"vi, 20 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":192457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649a62","contributors":{"authors":[{"text":"Hingtgen, Terrence M.","contributorId":45015,"corporation":false,"usgs":true,"family":"Hingtgen","given":"Terrence","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":292183,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mulholland, Rosemarie","contributorId":8535,"corporation":false,"usgs":true,"family":"Mulholland","given":"Rosemarie","email":"","affiliations":[],"preferred":false,"id":292182,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zale, Alexander V. 0000-0003-1703-885X zale@usgs.gov","orcid":"https://orcid.org/0000-0003-1703-885X","contributorId":3010,"corporation":false,"usgs":true,"family":"Zale","given":"Alexander","email":"zale@usgs.gov","middleInitial":"V.","affiliations":[{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true}],"preferred":true,"id":292181,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27665,"text":"wri844204 - 1985 - An evaluation of the crest-stage gage program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri844204","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":"84-4204","title":"An evaluation of the crest-stage gage program in Louisiana","docAbstract":"The crest-stage gage program in Louisiana was evaluated to determine if the data were adequate for use in developing regional flood-frequency equations and to determine if any crest-stage gages could be discontinued. An abundance of data at many crest-stage stations and a lack of data for urban area and flat-slope areas indicated a need for a shift in the number, type, and locations of gages. Extensive correlations and comparisons of annual peak flows and watershed characteristics of 96 sites resulted in a reduced network of 25 stations that could potentially be used as index sites. The adequacy of the reduced network for development and verification of regional flood-frequency equations was tested by comparing a set of regional flood-frequency equations developed using data from the full network with a set developed using data from the reduced network. The results indicate that the crest-stage gage network can be reduced to 25 stations and still provide adequate information for future flood-frequency analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844204","usgsCitation":"Herbert, R., Carlson, D., and Wiche, G., 1985, An evaluation of the crest-stage gage program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4204, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844204.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4204/report-thumb.jpg"},{"id":56518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684884","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198496,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":198498,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28625,"text":"wri854063 - 1985 - Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri854063","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":"85-4063","title":"Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey","docAbstract":"Renewed development of the Atlantic City area since the mid-1970 's has increased the demand for water. Increased pumpage from the 800-foot sand of the Kirkwood Formation has reversed an antecedent water-level recovery in this aquifer, thus reducing water in storage and increasing the potential for saltwater intrusion. Practicable approaches to providing a dependable water supply while properly managing withdrawals from the 800-foot sand include development of surface- and ground-water supplies but artificial recharging the 800-foot sand is the principal alternative discussed. Investigation of its feasibility locally included a review of methods of artificial recharge and attendant operational problems, investigation of local hydrogeologic conditions, and collection and interpretation of water-quality data. System design and quality of injected water are important for successful artificial recharge. Mixtures of water from the 800-foot sand and from a representative local public-supply system may become supersaturated with oxygen. Significant temperature differences between two such waters would likely exacerbate that condition. Limited chemical analyses suggest that suspended solids concentration of water from local public supplies may at times be high enough to cause clogging of recharge-well screens. These problems are soluable by appropriate conditioning of recharge water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854063","usgsCitation":"May, J., 1985, Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 85-4063, iv, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854063.","productDescription":"iv, 28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4063/report-thumb.jpg"},{"id":57455,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7087","contributors":{"authors":[{"text":"May, J.E.","contributorId":7741,"corporation":false,"usgs":true,"family":"May","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":200137,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27664,"text":"wri854044 - 1985 - Cost effectiveness of the stream-gaging program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri854044","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":"85-4044","title":"Cost effectiveness of the stream-gaging program in Louisiana","docAbstract":"This report documents the results of a study of the cost effectiveness of the stream-gaging program in Louisiana. Data uses and funding sources were identified for the 68 continuous-record stream gages currently (1984) in operation with a budget of $408,700. Three stream gages have uses specific to a short-term study with no need for continued data collection beyond the study. The remaining 65 stations should be maintained in the program for the foreseeable future. In addition to the current operation of continuous-record stations, a number of wells, flood-profile gages, crest-stage gages, and stage stations, are serviced on the continuous-record station routes; thus, increasing the current budget to $423,000. The average standard error of estimate for data collected at the stations is 34.6%. Standard errors computed in this study are one measure of streamflow errors, and can be used as guidelines in comparing the effectiveness of alternative networks. By using the routes and number of measurements prescribed by the ' Traveling Hydrographer Program, ' the standard error could be reduced to 31.5% with the current budget of $423,000. If the gaging resources are redistributed, the 34.6% overall level of accuracy at the 68 continuous-record sites and the servicing of the additional wells or gages could be maintained with a budget of approximately $410,000. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854044","usgsCitation":"Herbert, R., and Carlson, D., 1985, Cost effectiveness of the stream-gaging program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 85-4044, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854044.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4044/report-thumb.jpg"},{"id":56517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683330","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27659,"text":"wri844336 - 1985 - Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844336","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":"84-4336","title":"Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio","docAbstract":"Highway construction within the Olentangy River flood plain in Columbus, Ohio, was projected to be a large source of suspended sediment to the river system. A monitoring program was begun by the U.S. Geological Survey in 1978 to quantify the implacts of construction process. Sediment information was collected daily at six gaging stations located above, below, and within the construction area. Yields of suspended sediment from the active construction area ranged from 9,580 to 15,700 tons per square mile per year. Surrounding suburban terrain yielded 428 to754 tons per square mile per year. However, the size of the construction project was small in comparison to the surrounding suburbs contributing sediment. No more than 4 percent of the yearly downstream suspended-sediment loads were produced by high-way construction during the monitoring periods.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844336","usgsCitation":"Helsel, D., 1985, Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4336, iv, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844336.","productDescription":"iv, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4336/report-thumb.jpg"},{"id":56513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698557","contributors":{"authors":[{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":198484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15952,"text":"ofr85732 - 1985 - Assessment of undiscovered phosphate resource potential of the Dominican Republic","interactions":[],"lastModifiedDate":"2012-02-02T00:07:11","indexId":"ofr85732","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":"85-732","title":"Assessment of undiscovered phosphate resource potential of the Dominican Republic","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85732","usgsCitation":"Sheldon, R., and McDowell, R., 1985, Assessment of undiscovered phosphate resource potential of the Dominican Republic: U.S. Geological Survey Open-File Report 85-732, ii, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85732.","productDescription":"ii, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149521,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0732/report-thumb.jpg"},{"id":44912,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab2e4b07f02db66f363","contributors":{"authors":[{"text":"Sheldon, R.P.","contributorId":71158,"corporation":false,"usgs":true,"family":"Sheldon","given":"R.P.","email":"","affiliations":[],"preferred":false,"id":172002,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McDowell, R. C.","contributorId":30206,"corporation":false,"usgs":true,"family":"McDowell","given":"R. C.","affiliations":[],"preferred":false,"id":172001,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28269,"text":"wri844172 - 1985 - Water quality of the North Platte River, east-central Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844172","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":"84-4172","title":"Water quality of the North Platte River, east-central Wyoming","docAbstract":"This report is a statistical summary of 40 different constituents and physical characteristics that describe the water quality of the North Platter River between Alcova Dam and Orin, Wyoming, a distance of 143 river miles. Data from seven stations are summarized for 1970-79. Water entering the North Platte River upstream from Casper generally is more mineralized and degraded than the water in the North Platte River or in the tributaries entering the river downstream from Casper. The average dissolved solids concentration was about 320 mg/L at the upper sampling station and about 430 mg/L just downstream from Casper. This increase is typical of many other constituents. The mean fecal-coliform concentration at the upper station was about 8 colonies/ml and about 4,000 colonies/100 ml at the station downstream from Casper. Concentrations of some constituents periodically were greater than maximum recommended for drinking water supplies. About 24% of the dissolved solids concentrations were more than 500 mg/L. Some selenium concentrations exceeded the limit of 10 micrograms/L mandated for public water supplies. Large concentrations of copper, zinc, and ammonia indicate that these constituents might be a problem for sensitive aquatic life. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844172","usgsCitation":"Larson, L.R., 1985, Water quality of the North Platte River, east-central Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4172, vii, 85 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844172.","productDescription":"vii, 85 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4172/report-thumb.jpg"},{"id":57091,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9878","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199501,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67481,"text":"i1310C - 1985 - Geologic map of the Silver City 1 degree by 2 degrees Quadrangle, New Mexico and Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:11:14","indexId":"i1310C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1310","subseriesTitle":"NONE","chapter":"C","title":"Geologic map of the Silver City 1 degree by 2 degrees Quadrangle, New Mexico and Arizona","language":"ENGLISH","doi":"10.3133/i1310C","usgsCitation":"Drewes, H., Houser, B.B., Hedlund, D.C., Richter, D., Thorman, C., and Finell, T., 1985, Geologic map of the Silver City 1 degree by 2 degrees Quadrangle, New Mexico and Arizona: U.S. Geological Survey IMAP 1310, 1 map :col ;45 x 75 cm., on sheet 83 x 129 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1310C.","productDescription":"1 map :col ;45 x 75 cm., on sheet 83 x 129 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":106687,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9132.htm","linkFileType":{"id":5,"text":"html"},"description":"9132"},{"id":187848,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,32 ], [ -110,33 ], [ -108,33 ], [ -108,32 ], [ -110,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7d1","contributors":{"authors":[{"text":"Drewes, Harald","contributorId":52567,"corporation":false,"usgs":true,"family":"Drewes","given":"Harald","affiliations":[],"preferred":false,"id":276327,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Houser, B. B.","contributorId":46092,"corporation":false,"usgs":true,"family":"Houser","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":276326,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hedlund, D. C.","contributorId":101624,"corporation":false,"usgs":true,"family":"Hedlund","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":276330,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Richter, D.H.","contributorId":43325,"corporation":false,"usgs":true,"family":"Richter","given":"D.H.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":276325,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Thorman, C.H.","contributorId":67524,"corporation":false,"usgs":true,"family":"Thorman","given":"C.H.","affiliations":[],"preferred":false,"id":276328,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Finell, T.L.","contributorId":100481,"corporation":false,"usgs":true,"family":"Finell","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":276329,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":80282,"text":"fwsobs82_10_95 - 1985 - Habitat Suitability Index Models: Red-winged blackbird","interactions":[],"lastModifiedDate":"2022-02-09T15:06:34.236743","indexId":"fwsobs82_10_95","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.95","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Red-winged blackbird","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the red-winged blackbird (Agelaius phoeniceus L.). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Short, H.L., 1985, Habitat Suitability Index Models: Red-winged blackbird: FWS/OBS 82/10.95, vi, 20 p.","productDescription":"vi, 20 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":190920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae7e4b07f02db68c087","contributors":{"authors":[{"text":"Short, Henry L.","contributorId":58695,"corporation":false,"usgs":true,"family":"Short","given":"Henry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":292175,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":64761,"text":"i1644 - 1985 - Geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona","interactions":[{"subject":{"id":41376,"text":"ofr83731 - 1983 - Preliminary geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona","indexId":"ofr83731","publicationYear":"1983","noYear":false,"title":"Preliminary geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":64761,"text":"i1644 - 1985 - Geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona","indexId":"i1644","publicationYear":"1985","noYear":false,"title":"Geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona"},"id":1}],"lastModifiedDate":"2012-02-10T00:10:55","indexId":"i1644","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1644","subseriesTitle":"NONE","title":"Geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona","language":"ENGLISH","doi":"10.3133/i1644","usgsCitation":"Billingsley, G.H., Barnes, C., and Ulrich, G., 1985, Geologic map of the Coconino Point and Grandview Point quadrangles, Coconino County, Arizona: U.S. Geological Survey IMAP 1644, 1 map :col. ;44 x 72 cm., on sheet 75 x 104 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1644.","productDescription":"1 map :col. ;44 x 72 cm., on sheet 75 x 104 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107092,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9871.htm","linkFileType":{"id":5,"text":"html"},"description":"9871"},{"id":187090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,35.75 ], [ -112,36 ], [ -111.5,36 ], [ -111.5,35.75 ], [ -112,35.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69bbd5","contributors":{"authors":[{"text":"Billingsley, G. H.","contributorId":101265,"corporation":false,"usgs":true,"family":"Billingsley","given":"G.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":272108,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, C.W.","contributorId":58352,"corporation":false,"usgs":true,"family":"Barnes","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":272106,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ulrich, G. E.","contributorId":88737,"corporation":false,"usgs":true,"family":"Ulrich","given":"G. E.","affiliations":[],"preferred":false,"id":272107,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}