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,{"id":54609,"text":"wdrIN951 - 1996 - Water resources data, Indiana, water year 1995","interactions":[],"lastModifiedDate":"2017-11-25T14:18:36","indexId":"wdrIN951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"IN-95-1","title":"Water resources data, Indiana, water year 1995","docAbstract":"Water resources data for the 1995 water year for Indiana consists of records of discharge, stage, and water quality\nof streams and wells; reservoir stage and contents; and water levels in lakes and wells. This report contains records\nof discharge for 166 stream-gaging stations, stage for 6 stream stations, stage and contents for 1 reservoir, water\nquality for 1 stream, and water levels for 80 lakes and 94 observation wells. These data represent that part of the\nNational Water Data System operated by the U.S. Geological Survey in Indiana in cooperation with State and Federal\nagencies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN951","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Stewart, J., Keeton, C.R., Benedict, B.L., and Hammil, L.E., 1996, Water resources data, Indiana, water year 1995: U.S. Geological Survey Water Data Report IN-95-1, xx, 326 p., https://doi.org/10.3133/wdrIN951.","productDescription":"xx, 326 p.","numberOfPages":"351","temporalStart":"1994-10-01","temporalEnd":"1995-09-30","costCenters":[],"links":[{"id":288366,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288365,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/in-95-1/report.pdf"}],"projection":"Albers Projection","country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb8c5","contributors":{"authors":[{"text":"Stewart, James A.","contributorId":49824,"corporation":false,"usgs":true,"family":"Stewart","given":"James A.","affiliations":[],"preferred":false,"id":250871,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keeton, Charles R.","contributorId":71220,"corporation":false,"usgs":true,"family":"Keeton","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":250872,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Benedict, Brian L.","contributorId":94351,"corporation":false,"usgs":true,"family":"Benedict","given":"Brian","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":250873,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hammil, Lowell E.","contributorId":19198,"corporation":false,"usgs":true,"family":"Hammil","given":"Lowell","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":250870,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":54910,"text":"wdrOK951 - 1996 - Water resources data, Oklahoma, water year 1995. Volume 1. Arkansas River Basin","interactions":[],"lastModifiedDate":"2020-09-24T21:44:51.237354","indexId":"wdrOK951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"OK-95-1","title":"Water resources data, Oklahoma, water year 1995. Volume 1. Arkansas River Basin","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOK951","usgsCitation":"Blazs, R., Walters, D., Coffey, T., White, D., Boyle, D., and Kerestes, J., 1996, Water resources data, Oklahoma, water year 1995. Volume 1. 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,{"id":18468,"text":"ofr93251 - 1996 - Introduction to wide area information servers (WAIS)","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr93251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"93-251","title":"Introduction to wide area information servers (WAIS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nDistributed through the USGS Book and Open-File Report Sales,","doi":"10.3133/ofr93251","usgsCitation":"Christian, E., 1996, Introduction to wide area information servers (WAIS): U.S. Geological Survey Open-File Report 93-251, 1 videocassette (38 min.) :sd., col. ;1/2 in., https://doi.org/10.3133/ofr93251.","productDescription":"1 videocassette (38 min.) :sd., col. ;1/2 in.","costCenters":[],"links":[{"id":152225,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bee4b07f02db5d1330","contributors":{"authors":[{"text":"Christian, E.J.","contributorId":57877,"corporation":false,"usgs":true,"family":"Christian","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":179182,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":69334,"text":"cp42 - 1996 - Mineral-resources map of the Circum-Pacific region, southwest quadrant","interactions":[],"lastModifiedDate":"2012-02-10T00:11:23","indexId":"cp42","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":308,"text":"Circum-Pacific Map","code":"CP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"42","title":"Mineral-resources map of the Circum-Pacific region, southwest quadrant","language":"ENGLISH","doi":"10.3133/cp42","isbn":"0607855525","usgsCitation":"Palfreyman, W., Doutch, H., Brathwaite, R.L., Kamitani, M., Piper, D.Z., Swint-Iki, T.R., McCoy, F.W., Sullivan, L.G., Manheim, F., and Lane-Bostwick, C.M., 1996, Mineral-resources map of the Circum-Pacific region, southwest quadrant: U.S. Geological Survey Circum-Pacific Map 42, 1 map : col. ; 95 x 119 cm., on sheet 102 x 136 cm., folded in envelope 30 x 24 cm. + 1 pamphlet (v, 66 p. : maps ; 28 cm.) , https://doi.org/10.3133/cp42.","productDescription":"1 map : col. ; 95 x 119 cm., on sheet 102 x 136 cm., folded in envelope 30 x 24 cm. + 1 pamphlet (v, 66 p. : maps ; 28 cm.) ","costCenters":[],"links":[{"id":187442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/cp/42/report-thumb.jpg"},{"id":251482,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/cp/42/plate-1-preview.pdf","size":"5875","linkFileType":{"id":1,"text":"pdf"}},{"id":90455,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/cp/42/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/cp/42/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -160,-70 ], [ -160,16 ], [ 90,16 ], [ 90,-70 ], [ -160,-70 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699efd","contributors":{"authors":[{"text":"Palfreyman, W. David","contributorId":76827,"corporation":false,"usgs":true,"family":"Palfreyman","given":"W. David","affiliations":[],"preferred":false,"id":280112,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Doutch, H. Frederick","contributorId":90393,"corporation":false,"usgs":true,"family":"Doutch","given":"H. Frederick","affiliations":[],"preferred":false,"id":280115,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brathwaite, Robert L.","contributorId":46623,"corporation":false,"usgs":true,"family":"Brathwaite","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":280110,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kamitani, Masaharu","contributorId":22858,"corporation":false,"usgs":true,"family":"Kamitani","given":"Masaharu","email":"","affiliations":[],"preferred":false,"id":280108,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Piper, David Z. dzpiper@usgs.gov","contributorId":2452,"corporation":false,"usgs":true,"family":"Piper","given":"David","email":"dzpiper@usgs.gov","middleInitial":"Z.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":280107,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Swint-Iki, Theresa R.","contributorId":86431,"corporation":false,"usgs":true,"family":"Swint-Iki","given":"Theresa","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":280114,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"McCoy, Floyd W.","contributorId":53041,"corporation":false,"usgs":true,"family":"McCoy","given":"Floyd","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":280111,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Sullivan, Lawrence G.","contributorId":100480,"corporation":false,"usgs":true,"family":"Sullivan","given":"Lawrence","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":280116,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Manheim, Frank T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":45294,"corporation":false,"usgs":true,"family":"Manheim","given":"Frank T.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":280109,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Lane-Bostwick, Candice M.","contributorId":82402,"corporation":false,"usgs":true,"family":"Lane-Bostwick","given":"Candice","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":280113,"contributorType":{"id":1,"text":"Authors"},"rank":10}]}}
,{"id":54437,"text":"wdrCA952 - 1996 - Water Resources Data, California, Water Year 1995. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-09-01T01:01:51","indexId":"wdrCA952","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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-95-2","title":"Water Resources Data, California, Water Year 1995. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","docAbstract":"Water-resources data for the 1995 water year for California consist 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 111 streamflow-gaging stations, 1 low-flow partial-record streamflow station; and 2 miscellaneous measurement stations; stage and contents for 6 lakes and reservoirs; precipitation records for 1 station; and water-quality records for 22 streamflow-gaging stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and with other agencies.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA952","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies.","usgsCitation":"Friebel, M., Trujillo, L., and Markham, K., 1996, Water Resources Data, California, Water Year 1995. 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-95-2, xvii, 339 p., https://doi.org/10.3133/wdrCA952.","productDescription":"xvii, 339 p.","numberOfPages":"364","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":177353,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_95_2.jpg"},{"id":260092,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/ca-95/WRD-1995-vol2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Arroyo Grande;Pacific Slope Basins","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,35 ], [ -124.4,42 ], [ -119.83333333333333,42 ], [ -119.83333333333333,35 ], [ -124.4,35 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc0d6","contributors":{"authors":[{"text":"Friebel, M.F.","contributorId":23207,"corporation":false,"usgs":true,"family":"Friebel","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":250359,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trujillo, L.F.","contributorId":71959,"corporation":false,"usgs":true,"family":"Trujillo","given":"L.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":250360,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Markham, K.L.","contributorId":14041,"corporation":false,"usgs":true,"family":"Markham","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":250358,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":49839,"text":"ofr96582 - 1996 - Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont","interactions":[],"lastModifiedDate":"2013-12-05T16:07:22","indexId":"ofr96582","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-582","title":"Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nCONCTH00030032 on Town Highway 3 crossing the Moose River, Concord, Vermont \n(figures 1–8). A Level II study is a basic engineering analysis of the site, including a \nquantitative analysis of stream stability and scour (U.S. Department of Transportation, \n1993). Results of a Level I scour investigation also are included in Appendix E of this \nreport. A Level I investigation provides a qualitative geomorphic characterization of the \nstudy site. Information on the bridge, gleaned from Vermont Agency of Transportation \n(VTAOT) files, was compiled prior to conducting Level I and Level II analyses and is \nfound in Appendix D.\nApproximately 85 percent of the drainage above the site is in the White Mountain section \nand 15 percent is in the New England Upland section of the New England physiographic \nprovince in northeastern Vermont. The 98.7-mi<sup>2</sup>\n drainage area is in a predominantly rural \nand forested basin. In the vicinity of the study site, the surface cover is primarily grass with \nseveral houses and other buildings while the immediate channel banks have dense woody \nvegetation.\nIn the study area, the Moose River has an incised, sinuous channel with a slope of \napproximately 0.01 ft/ft, an average channel top width of 83 ft and an average channel \ndepth of 3 ft. The predominant channel bed material is cobble with a median grain size \n(D<sub>50</sub>) of 86.2 mm (0.283 ft). There are bedrock exposures downstream of the bridge. The \ngeomorphic assessment at the time of the Level I and Level II site visit on August 17, 1995, \nindicated that the reach was stable.\nThe Town Highway 3 crossing of the Moose River is a 96-ft-long, two-lane bridge \nconsisting of two steel-beam spans (Vermont Agency of Transportation, written \ncommunication, March 24, 1995). The bridge is supported by vertical, concrete abutments \nwith wingwalls and a concrete pier. The channel is skewed approximately 10 degrees to the \nopening while the opening-skew-to-roadway is 0 degrees. \nThe right upstream end of the pier is undermined by 1.3 feet. The footing of the right \nabutment is exposed by as much as 4.0 feet vertically. The footing of the downstream right \nwingwall is exposed 3.5 feet and the end of the wingwall has broken and fallen into the \nriver. Type-3 stone fill (less than 48 inches diameter) has been placed at the end of the \nexisting wingwall. Additional details describing conditions at the site are included in the \nLevel II Summary and Appendices \nD and E.\nScour depths and rock rip-rap sizes were computed using the general guidelines described \nin Hydraulic Engineering Circular 18 (Richardson and others, 1995). Total scour at a \nhighway crossing is comprised of three components: 1) long-term streambed degradation; \n2) contraction scour (due to accelerated flow caused by a reduction in flow area at a bridge) \nand; 3) local scour (caused by accelerated flow around piers and abutments). Total scour is \nthe sum of the three components. Equations are available to compute depths for contraction \nand local scour and a summary of the results of these computations follows.\nContraction scour for all modelled flows ranged from 0.0 to 0.7 ft. Abutment scour ranged \nfrom 9.9 to 16.4 ft. Pier scour ranged from 14.4 to 16.2 ft. The worst-case contraction, \nabutment, and pier scour occurred at the 500-year discharge. Additional information on \nscour depths and depths to armoring are included in the section titled “Scour Results”. \nScoured-streambed elevations, based on the calculated scour depths, are presented in tables \n1 and 2. A cross-section of the scour computed at the bridge is presented in figure 8. Scour \ndepths were calculated assuming an infinite depth of erosive material and a homogeneous \nparticle-size distribution. \nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively \nconservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96582","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Olson, S.A., 1996, Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont: U.S. Geological Survey Open-File Report 96-582, iv, 51 p., https://doi.org/10.3133/ofr96582.","productDescription":"iv, 51 p.","numberOfPages":"56","costCenters":[],"links":[{"id":162563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr96582.PNG"},{"id":279287,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0582/report.pdf"}],"country":"United States","state":"Vermont","city":"Concord","otherGeospatial":"Moose River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.933288,44.35054 ], [ -71.933288,44.505065 ], [ -71.738643,44.505065 ], [ -71.738643,44.35054 ], [ -71.933288,44.35054 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648627","contributors":{"authors":[{"text":"Olson, Scott A. 0000-0002-1064-2125 solson@usgs.gov","orcid":"https://orcid.org/0000-0002-1064-2125","contributorId":2059,"corporation":false,"usgs":true,"family":"Olson","given":"Scott","email":"solson@usgs.gov","middleInitial":"A.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":240347,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21850,"text":"ofr96460 - 1996 - \"The Great Cataract\" - Effects of Late Holocene Debris Flows on Lava Falls Rapid, Grand Canyon National National Park, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:07:42","indexId":"ofr96460","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-460","title":"\"The Great Cataract\" - Effects of Late Holocene Debris Flows on Lava Falls Rapid, Grand Canyon National National Park, Arizona","docAbstract":"Lava Falls Rapid is the most formidable reach of whitewater on the Colorado River in Grand Canyon and is one of the most famous rapids in the world. Although the rapid was once thought to be controlled by the remnants of lava dams of Pleistocene age, Lava Falls was created and is maintained by frequent debris flows from Prospect Canyon. We used 232 historical photographs, of which 121 were replicated, and 14C and 3He dating methods to reconstruct the ages and, in some cases, the magnitudes of late Holocene debris flows. We quantified the interaction between Prospect Canyon debris flows and the Colorado River using image processing of the historical photographs.\r\n\r\nThe highest and oldest debris-flow deposits on the debris fan yielded a 3He date of 2.9?0.6 ka (950 BC), which indicates predominately late Holocene aggradation of one of the largest debris fans in Grand Canyon. The deposit, which has a 25-m escarpment caused by river reworking, crossed the Colorado River and raised its base level by 30 m for an indeterminate, although probably short, period. We mapped depositional surfaces of 6 debris flows that occurred after 950 BC. The most recent prehistoric debris flow occurred no more than 500 years ago (AD 1434).\r\n\r\nFrom April 1872 to July 1939, no debris flows occurred in Prospect Canyon. Debris flows in 1939, 1954, 1955, 1963, 1966, and 1995 constricted the Colorado River between 35 and 80 percent and completely changed the pattern of flow through the rapid. The debris flows had discharges estimated between about 290 and 1,000 m3/s and transported boulders as heavy as 30 Mg. The recurrence interval of these debris flows, calculated from the volume of the aggraded debris fan, ranged from 35 to 200 yrs. The 1939 debris flow in Prospect Canyon appears to have been the largest debris flow in Grand Canyon during the last 125 years.\r\n\r\nDebris flows in Prospect Canyon are initiated by streamflow pouring over a 325-m waterfall onto unconsolidated colluvium, a process called the firehose effect. Floods in Prospect Valley above the waterfall are generated during regional winter storms, localized summer thunderstorms, and occasional tropical cyclones. Winter precipitation has increased in the Grand Canyon region since the early 1960s, and the most recent debris flows have occurred during winter storms. Summer rainfall has declined in the same period, decreasing the potential for debris flows in the summer months.\r\n\r\nThe history of river reworking of the Prospect Canyon debris fan illustrates the interrelation between tributary debris fans and mainstem floods in bedrock canyons. Lava Falls Rapid did not change despite Colorado River floods of 8,500 m3/s in 1884 and 6,230 m3/s in 1921. Floods up to 3,540 m3/s that occurred after the historical, pre-dam debris flows removed most of the deposits within 3 years. Releases in 1965 from Glen Canyon Dam that were above powerplant capacity but less than 1,640 m3/s removed most of the debris fan deposited in 1963, and the combination of dam releases and a 1973 flood on the Little Colorado River removed the 1966 aggradation. About 4,800 m3 of the 1995 deposit was reworked on the day of the 1995 debris flow, dam releases of less than 570 m3/s had not reworked the remainder of the aggraded debris fan.\r\n\r\nLava Falls Rapid has been the most unstable reach of whitewater in Grand Canyon during the late Holocene and particularly during the last 120 years. Rapids in bedrock canyons controlled by tributary deposition in the main channel are aggradational features that reflect the net effect of tributary-mainstem interactions. Boulders that form the core of rapids in Grand Canyon are essentially immobile by both regulated and unregulated Colorado River flows. Historical operation of Glen Canyon Dam, which was completed in 1963, has reduced the potential for reworking of debris fans, and has accelerated the rate of net aggradation at the mouths of tributary canyons. Because debris fans that formed after 196","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96460","issn":"0566-8174","usgsCitation":"Webb, R., Melis, T., Wise, T.W., and Elliott, J.G., 1996, \"The Great Cataract\" - Effects of Late Holocene Debris Flows on Lava Falls Rapid, Grand Canyon National National Park, Arizona: U.S. Geological Survey Open-File Report 96-460, 96 p. :ill. (1 col.), maps ;28 cm., https://doi.org/10.3133/ofr96460.","productDescription":"96 p. :ill. (1 col.), maps ;28 cm.","numberOfPages":"96","costCenters":[{"id":568,"text":"Southwest Biological Science Center","active":true,"usgs":true}],"links":[{"id":153203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1243,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96460","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4901e4b0b290850eecd3","contributors":{"authors":[{"text":"Webb, Robert H. rhwebb@usgs.gov","contributorId":1573,"corporation":false,"usgs":false,"family":"Webb","given":"Robert H.","email":"rhwebb@usgs.gov","affiliations":[{"id":12625,"text":"School of Natural Resources and the Environment, University of Arizona, Tucson, AZ, 85721, USA","active":true,"usgs":false}],"preferred":false,"id":185965,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Melis, Theodore S. 0000-0003-0473-3968 tmelis@usgs.gov","orcid":"https://orcid.org/0000-0003-0473-3968","contributorId":1829,"corporation":false,"usgs":true,"family":"Melis","given":"Theodore S.","email":"tmelis@usgs.gov","affiliations":[{"id":568,"text":"Southwest Biological Science Center","active":true,"usgs":true}],"preferred":true,"id":185966,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wise, Thomas W.","contributorId":89162,"corporation":false,"usgs":true,"family":"Wise","given":"Thomas","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":185967,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Elliott, John G. jelliott@usgs.gov","contributorId":832,"corporation":false,"usgs":true,"family":"Elliott","given":"John","email":"jelliott@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":185964,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29381,"text":"wri944245 - 1996 - Water-quality assessment of the lower Susquehanna River basin, Pennsylvania and Maryland: Environmental setting","interactions":[],"lastModifiedDate":"2022-09-12T20:36:15.133638","indexId":"wri944245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"94-4245","title":"Water-quality assessment of the lower Susquehanna River basin, Pennsylvania and Maryland: Environmental setting","docAbstract":"<p>No abstract available</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944245","usgsCitation":"Risser, D.W., and Siwiec, S.F., 1996, Water-quality assessment of the lower Susquehanna River basin, Pennsylvania and Maryland: Environmental setting: U.S. Geological Survey Water-Resources Investigations Report 94-4245, 70 p., https://doi.org/10.3133/wri944245.","productDescription":"70 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":406557,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48112.htm"},{"id":58226,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4245/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4245/report-thumb.jpg"}],"country":"United States","state":"Maryland, Pennsylvania","otherGeospatial":"lower Susquehanna River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.8814,\n              39.5578\n            ],\n            [\n              -75.8167,\n              39.5578\n            ],\n            [\n              -75.8167,\n              41\n            ],\n            [\n              -78.8814,\n              41\n            ],\n            [\n              -78.8814,\n              39.5578\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f19","contributors":{"authors":[{"text":"Risser, Dennis W. 0000-0001-9597-5406 dwrisser@usgs.gov","orcid":"https://orcid.org/0000-0001-9597-5406","contributorId":898,"corporation":false,"usgs":true,"family":"Risser","given":"Dennis","email":"dwrisser@usgs.gov","middleInitial":"W.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201437,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siwiec, Steven F.","contributorId":9293,"corporation":false,"usgs":true,"family":"Siwiec","given":"Steven","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201438,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23810,"text":"ofr96117 - 1996 - Geohydrology and potential water-supply development on Bumkin, Gallops, Georges, Grape, Lovell, and Peddocks Islands, eastern Massachusetts","interactions":[],"lastModifiedDate":"2020-03-27T10:41:23","indexId":"ofr96117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-117","title":"Geohydrology and potential water-supply development on Bumkin, Gallops, Georges, Grape, Lovell, and Peddocks Islands, eastern Massachusetts","docAbstract":"<p>An investigation of the geohydrology and of the potential for water-supply development on several of the Boston Harbor Islands, eastern Massachusetts, was conducted to evaluate the possibility of developing a permanent small-capacity water supply to support recreational activities, such as camping, hiking, and swimming. The Boston Harbor Islands, including Bumkin, Gallops, Georges, Grape, Lovell, and Peddocks Islands are part of a larger group of glacially deposited drumlins, which are composed of thick, dense, homogeneous till in their core that are overlain by a thin layer of stratified-beach deposits. The surficial materials over-lie a weathered zone of the metasedimentary Cambridge Argillite in the Boston Harbor area and were deposited by continental ice sheets that covered New England twice during the late Pleistocene Epoch, and by near-shore processes in the Holocene Epoch. The thickness of these materials range from less than 1 to about 300 feet where present. </p><p>The till was deposited by glacial ice and is characterized as an unsorted matrix of sand, silt, and clay with variable amounts of stones and large boulders. The stratified deposits primarily consist of sorted and layered sand and gravel that accumulated and formed the beaches and tombolos of the harbor islands. These deposits overlie the till at altitudes generally less than 10 feet above sea level.</p><p> A cross-sectional, ground-water-flow model was developed to estimate depth to the water table for a hypothetical drumlin-island flow system, which was assumed to be representative of the drumlin islands in Boston Harbor. Areas were identified in each island flow system with the greatest potential for small-capacity water-supply development based on the model-calculated depth to water and surficial geology of the islands. Model-calculated depth to water estimates were used because of the lack of available hydrologic data for the islands. Model results indicate that the simulated depth to water is less than 20 feet within 240 feet from the shore of the hypothetical drumlin-island flow system. This area on the topographic maps of the six Boston Harbor Islands roughly coincides with the high transmissivity zones of stratified-beach deposits and weathered till on the lower slopes of the drumlins where ground-water discharge and surface and subsurface runoff occurs.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96117","usgsCitation":"Masterson, J., Stone, B.D., and Rendigs, R., 1996, Geohydrology and potential water-supply development on Bumkin, Gallops, Georges, Grape, Lovell, and Peddocks Islands, eastern Massachusetts: U.S. Geological Survey Open-File Report 96-117, iii, 22 p., https://doi.org/10.3133/ofr96117.","productDescription":"iii, 22 p.","costCenters":[{"id":40020,"text":"Florence Bascom Geoscience 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,{"id":6044,"text":"pp1422C - 1996 - Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States","interactions":[{"subject":{"id":6044,"text":"pp1422C - 1996 - Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States","indexId":"pp1422C","publicationYear":"1996","noYear":false,"chapter":"C","title":"Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States"},"predicate":"IS_PART_OF","object":{"id":70189801,"text":"pp1422 - 2004 - Regional Aquifer-System Analysis— Appalachian Valley and Piedmont","indexId":"pp1422","publicationYear":"2004","noYear":false,"title":"Regional Aquifer-System Analysis— Appalachian Valley and Piedmont"},"id":1}],"isPartOf":{"id":70189801,"text":"pp1422 - 2004 - Regional Aquifer-System Analysis— Appalachian Valley and Piedmont","indexId":"pp1422","publicationYear":"2004","noYear":false,"title":"Regional Aquifer-System Analysis— Appalachian Valley and Piedmont"},"lastModifiedDate":"2022-11-28T22:58:47.462896","indexId":"pp1422C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1422","chapter":"C","title":"Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States","docAbstract":"<p>The Valley and Ridge Physiographic Province is underlain by deformed sedimentary rock of Paleozoic age including dolomite, limestone, shale, and sandstone. Regolith (soil, sediment, and weathered rock) covers the Paleozoic rock throughout most of the province. Local differences in lithology, structure, and weathering can result in four orders of magnitude variation in the water-yielding properties of the geologic units that underlie the area. Selected rock types, however, can account for a substantial part of this variation because of the unique way in which these dense, consolidated sedimentary rock types deform and weather to produce secondary openings.</p><p>On the basis of relations among rock type, water-yielding openings, and water-yielding properties (as indicated by specific capacity), the regolith and consolidated rock were classified and mapped as five hydrogeologic terranes alluvium, dolomite, limestone, argillaceous carbonate rock, and siliciclastic rock. The hydrogeologic terranes are named after the predominant outcrop lithology within them. The western toe of the Blue Ridge Mountains is classified as a subdivision of the dolomite hydrogeologic terrane that may produce yields of water in excess of 1,000 gallons per minute (gal/min) to public and industrial supply wells. </p><p>Specific-capacity data for homogeneous data sets, which consist of all wells that have the same characteristics in regard to casing diameter, primary use of the water, and topographic setting, revealed significant differences in water-yielding properties among the five hydrogeologic terranes. According to results of Tukey statistical tests at a probability (alpha level) of 0.05, 8 out of 10 pairs of hydrogeologic terranes (for example, alluvium/limestone) had significantly different median specific-capacity values. The median value for public and industrial supply wells in the western toe is three times greater than the value for comparable wells in the dolomite hydrogeologic terrane elsewhere. </p><p>Estimates of potential yields to public and industrial supply wells were calculated from specific-capacity data for most-productive wells, which have casing diameter of 7 in. or more, discharge water primarily for public or industrial supply, and are in a valley. Median constant drawdowns, calculated from reported drawdowns, were assumed to be between 10 and 90 ft for wells completed in each of the five hydrogeologic terranes, and well-entrance losses were assumed to be negligible. Estimated interquartile ranges in potential yields to 412 mostproductive wells in the five hydrogeologic terranes were 170 to 580 gal/min, alluvium; 210 to 1,400 gal/min, dolomite; 80 to 720 gal/min, limestone; 65 to 850 gal/min, argillaceous carbonate rock; and 70 to 280 gal/min, siliciclastic rock.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1422C","usgsCitation":"Hollyday, E., and Hileman, G.E., 1996, Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States: U.S. Geological Survey Professional Paper 1422, Report: vi, 30 p.; 5 Plates: 47.0 x 35.5 inches or smaller, https://doi.org/10.3133/pp1422C.","productDescription":"Report: vi, 30 p.; 5 Plates: 47.0 x 35.5 inches or smaller","startPage":"C1","endPage":"C30","costCenters":[],"links":[{"id":110638,"rank":700,"type":{"id":36,"text":"NGMDB Index 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F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":152008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hileman, G. E.","contributorId":11639,"corporation":false,"usgs":true,"family":"Hileman","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":152007,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29668,"text":"wri954184 - 1996 - Three-dimensional ground-water-flow model of the water-table aquifer in Vega Alta, Puerto Rico","interactions":[],"lastModifiedDate":"2020-05-11T22:12:13.277586","indexId":"wri954184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"95-4184","title":"Three-dimensional ground-water-flow model of the water-table aquifer in Vega Alta, Puerto Rico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri954184","usgsCitation":"Sepulveda, N., 1996, Three-dimensional ground-water-flow model of the water-table aquifer in Vega Alta, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 95-4184, v, 65 p. , https://doi.org/10.3133/wri954184.","productDescription":"v, 65 p. ","costCenters":[],"links":[{"id":374618,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4184/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160464,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4184/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Vega Alta, Puerto Rico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.36428833007812,\n              18.34931174429646\n            ],\n            [\n              -66.29150390625,\n              18.34931174429646\n            ],\n            [\n              -66.29150390625,\n              18.48481889407345\n            ],\n            [\n              -66.36428833007812,\n              18.48481889407345\n            ],\n            [\n              -66.36428833007812,\n              18.34931174429646\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b8a6","contributors":{"authors":[{"text":"Sepulveda, Nicasio 0000-0002-6333-1865 nsepul@usgs.gov","orcid":"https://orcid.org/0000-0002-6333-1865","contributorId":1454,"corporation":false,"usgs":true,"family":"Sepulveda","given":"Nicasio","email":"nsepul@usgs.gov","affiliations":[{"id":5051,"text":"FLWSC-Orlando","active":true,"usgs":true}],"preferred":true,"id":201926,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29646,"text":"wri964053 - 1996 - Relation of water levels in the Red River alluvial aquifer to rainfall and stages of the Red River, pool 2, Red River Waterway, Alexandria area, Louisiana, 1971-91","interactions":[],"lastModifiedDate":"2019-08-26T10:10:43","indexId":"wri964053","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-4053","title":"Relation of water levels in the Red River alluvial aquifer to rainfall and stages of the Red River, pool 2, Red River Waterway, Alexandria area, Louisiana, 1971-91","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri964053","usgsCitation":"Seanor, R.C., Lovelace, J.K., and Smoot, C.W., 1996, Relation of water levels in the Red River alluvial aquifer to rainfall and stages of the Red River, pool 2, Red River Waterway, Alexandria area, Louisiana, 1971-91: U.S. Geological Survey Water-Resources Investigations Report 96-4053, Report: iv, 38 p.; 1 Plate: 25.32 x 18.93 inches, https://doi.org/10.3133/wri964053.","productDescription":"Report: iv, 38 p.; 1 Plate: 25.32 x 18.93 inches","costCenters":[],"links":[{"id":366893,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4053/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366894,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1996/4053/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159478,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4053/report-thumb.jpg"}],"country":"United States","state":"Louisiana","city":"Alexandria","otherGeospatial":"Red River Waterway","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.54058837890625,\n              31.259769987394286\n            ],\n            [\n              -92.34832763671875,\n              31.259769987394286\n            ],\n            [\n              -92.34832763671875,\n              31.363018491291182\n            ],\n            [\n              -92.54058837890625,\n              31.363018491291182\n            ],\n            [\n              -92.54058837890625,\n              31.259769987394286\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6349b4","contributors":{"authors":[{"text":"Seanor, Ronald C. 0000-0001-5735-5580 rcseanor@usgs.gov","orcid":"https://orcid.org/0000-0001-5735-5580","contributorId":3731,"corporation":false,"usgs":true,"family":"Seanor","given":"Ronald","email":"rcseanor@usgs.gov","middleInitial":"C.","affiliations":[],"preferred":true,"id":201880,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lovelace, John K. 0000-0002-8532-2599 jlovelac@usgs.gov","orcid":"https://orcid.org/0000-0002-8532-2599","contributorId":999,"corporation":false,"usgs":true,"family":"Lovelace","given":"John","email":"jlovelac@usgs.gov","middleInitial":"K.","affiliations":[{"id":369,"text":"Louisiana Water Science Center","active":true,"usgs":true},{"id":24708,"text":"Lower Mississippi-Gulf Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201879,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smoot, Charles W.","contributorId":88398,"corporation":false,"usgs":true,"family":"Smoot","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201881,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":5465,"text":"fs10096 - 1996 - Selected earth science publications: booklets, leaflets, and posters","interactions":[],"lastModifiedDate":"2014-04-03T09:08:24","indexId":"fs10096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"100-96","title":"Selected earth science publications: booklets, leaflets, and posters","docAbstract":"The following is a list of selected publications about major U.S. Geological Survey (USGS) activities, products, and services.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs10096","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Selected earth science publications: booklets, leaflets, and posters: U.S. Geological Survey Fact Sheet 100-96, 1 p., https://doi.org/10.3133/fs10096.","productDescription":"1 p.","numberOfPages":"1","costCenters":[],"links":[{"id":139775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs10096.jpg"},{"id":285384,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/0100-96/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa5d1","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":528598,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5403,"text":"fs13396 - 1996 - Technology transfer opportunities: USGS technology: patents and pending patents available for licensing","interactions":[],"lastModifiedDate":"2014-04-10T09:41:42","indexId":"fs13396","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"133-96","title":"Technology transfer opportunities: USGS technology: patents and pending patents available for licensing","docAbstract":"Patents and pending patents for technologies and inventions developed by the U.S. Geological Survey (USGS) are listed below. Pending patents are identified by asterisks.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs13396","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Technology transfer opportunities: USGS technology: patents and pending patents available for licensing: U.S. Geological Survey Fact Sheet 133-96, 3 p., https://doi.org/10.3133/fs13396.","productDescription":"3 p.","numberOfPages":"3","costCenters":[{"id":580,"text":"Technology Transfer Office","active":false,"usgs":true}],"links":[{"id":286125,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/0133-96/report.pdf"},{"id":286126,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/0133-96/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a58","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":528559,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5596,"text":"fs13796 - 1996 - Technology transfer opportunities: how to enter into a CRADA with the USGS","interactions":[],"lastModifiedDate":"2014-04-10T09:48:01","indexId":"fs13796","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"137-96","title":"Technology transfer opportunities: how to enter into a CRADA with the USGS","docAbstract":"A CRADA is a Cooperative Research and\nDevelopment Agreement. It is a written\nagreement between a private company and\na government agency to work together on a\nproject. By entering into a CRADA, the\nFederal government and non-Federal\npartners can optimize their resources and\ncost-effectively perform research by\nsharing the costs of this research. The\ncollaborating partner agrees to provide\nfunds, personnel, services, facilities,\nequipment or other resources needed to\nconduct a specific research or development\neffort while the Federal government agrees\nto provide similar resources but not funds\ndirectly to the partner.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs13796","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Technology transfer opportunities: how to enter into a CRADA with the USGS: U.S. Geological Survey Fact Sheet 137-96, 2 p., https://doi.org/10.3133/fs13796.","productDescription":"2 p.","numberOfPages":"2","costCenters":[{"id":580,"text":"Technology Transfer Office","active":false,"usgs":true}],"links":[{"id":286136,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/0137-96/report-thumb.jpg"},{"id":286135,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/0137-96/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a06","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":528681,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30617,"text":"wri944254 - 1996 - Analysis and simulation of ground-water flow in Lake Wales Ridge and adjacent areas of central Florida","interactions":[],"lastModifiedDate":"2021-03-04T00:13:26.108559","indexId":"wri944254","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"94-4254","title":"Analysis and simulation of ground-water flow in Lake Wales Ridge and adjacent areas of central Florida","docAbstract":"<p>The Lake Wales Ridge is an uplands recharge area in central Florida that contains many sinkhole lakes. Below-normal rainfall and increased pumping of ground water have resulted in declines both in ground-water levels and in the water levels of many of the ridge lakes. A digital flow model was developed for a 3,526 square-mile area to help understand the current (1990) ground-water flow system and its response to future ground-water withdrawals. </p><p>The ground-water flow system in the Lake Wales Ridge and adjacent area of central Florida consists of a sequence of sedimentary aquifers and confining units. The uppermost water-bearing unit of the study area is the surficial aquifer. This aquifer is generally unconfined and is composed primarily of clastic deposits. The surficial aquifer is underlain by the confined intermediate aquifer and confining units which consists of up to three water-bearing units composed of interbedded clastics and carbonate rocks. The lowermost unit of the ground- water flow system, the confined Upper Floridan aquifer, consists of a thick, hydraulically connected sequence of carbonate rocks. The Upper Floridan aquifer is about 1,200 to 1,400 feet thick and is the primary source for ground-water withdrawals in the study area. </p><p>The generalized ground-water flow system of the Lake Wales Ridge is that water moves downward from the surficial aquifer to the intermediate aquifer and the Upper Floridan aquifer in the central area, primarily under the ridges, with minor amounts of water flow under the flatlands. The water flows laterally away from the central area, downgradient to discharge areas to the west, east, and south, and locally along valleys of major streams. Upward leakage occurs along valleys of major streams. </p><p>The model was initially calibrated to the steady-state conditions representing September 1989. The resulting calibrated hydrologic parameters were then tested by simulating transient conditions for the period October 1989 through 1990. A final test of model calibration was conducted by successfully simulating transient conditions for the period October 1988 through September 1989. Altitudes of the water table, base of the surficial aquifer, riverbed conductances, confining-unit leakances, aquifer transmissivities, and net recharge and discharge rates were determine during calibration. </p><p>Steady-state and transient simulations reasonably approximated measured aquifer heads and lake levels. Residuals were within the established calibration criteria that required 68 percent of all simulated heads to be within + - 2 feet of observed surficial aquifer heads and lake levels and + - 5 feet of observed intermediate and Upper Floridan aquifer heads. Simulation of streamflow was poor, probably due to the scale of the model and regulated streamflow conditions. Simulation indicates a marked difference between the ground-water flow rates of September 1989 (steady-state conditions, end of wet season) and May 1990 (large pumpage, end of dry season) in million gallons per day: September May 1989 1990 Pumping rate 126 486 Donward leakage (into 367 564 Upper Floridan aquifer) Streamflow 67 13 Net lateral boundary flow 218 115 Total discharge (excluding 479 626 evapotranspiration.</p><p>The calibrated flow model was used to simulate the short-term (one year) effects of 1990 water year pumpage (349 Mgal/d) on the September 1989 ground- water flow system in response to five different pumping schemes: (2) no pumpage, (2) no public supply pumpage, (3) no industrial pumpage, (4) no agricultural pumpage, and (5) no regional pumping outside the Water Use Caution Area. Simulation of no pumpage indicated maximum aquifer head rises of about 2 feet in the surficial aquifer and lakes, about 12 feet in the intermediate aquifer and about 16 feet in the Upper Floridan aquifer. <span>The high rate </span><span>recharge areas along the Lake Wales Ridge are </span><span>most affected by pumping. Simulation of no </span><span>agricultural pumpage resulted in a maximum </span><span>recovery of about 2 feet in each aquifer. </span><span>Simulation of no industrial or mining pumpage </span><span>resulted in a maximum of less than one foot in the </span><span>surficial aquifer and lakes, about 10 feet in the </span><span>intermediate aquifer, and about 14 feet in the </span><span>Upper Floridan aquifer. Simulation of no public </span><span>supply pumpage indicated a maximum recovery </span><span>of less than one foot in the surficial aquifer and </span><span>lakes, about 4 feet in the intermediate aquifer, and </span><span>about 10 feet in the Upper Floridan aquifer. </span><span>Simulation of no regional pumping outside the </span><span>Water Use Caution Area indicated recoveries of </span><span>less than 2 feet within the Water Use Caution Area. </span></p><p><span>Simulations were used to investigate long-</span><span>term aquifer changes in response to two </span><span>development alternatives: (1) continuation of </span><span>1990 water year hydrologic conditions and </span><span>pumping rates (349 Mgal/d), and (2) increased </span><span>pumpage (506 Mgal/d). Simulation of continued </span><span>1990 water year hydrologic conditions and </span><span>pumping for 20 years indicated that head decline of </span><span>more than 10 feet might be expected in each </span><span>aquifer in the northern part of the Water Use </span><span>Caution Area. Simulation of increased pumpage </span><span>(an additional 45 percent) for 20 years indicated </span><span>head declines of more than 20 feet in each aquifer </span><span>in the northern part of the Water Use Caution Area. </span><span>Because lakes are hydraulically connected to the surficial aquifer, lake levels within the Water Use Caution Area could decline substantially as a result of present and future pumping and a continuation of 1990 hydrologic conditions. These relatively large head declines were accompanied by decreased simulated lateral boundary outflow of about 40 percent and decreased simulated streamflow of about 32 percent. Equilibrium conditions at the end of the two 20-year simulations had not been attained. </span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri944254","usgsCitation":"Yobbi, D.K., 1996, Analysis and simulation of ground-water flow in Lake Wales Ridge and adjacent areas of central Florida: U.S. Geological Survey Water-Resources Investigations Report 94-4254, vi, 78 p., https://doi.org/10.3133/wri944254.","productDescription":"vi, 78 p.","costCenters":[],"links":[{"id":383778,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4254/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4254/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Lake Wales Ridge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.61949157714844,\n              27.862753335235926\n            ],\n            [\n              -81.50962829589844,\n              27.862753335235926\n            ],\n            [\n              -81.50962829589844,\n              27.922833867526975\n            ],\n            [\n              -81.61949157714844,\n              27.922833867526975\n            ],\n            [\n              -81.61949157714844,\n              27.862753335235926\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680bc5","contributors":{"authors":[{"text":"Yobbi, Dann K.","contributorId":15247,"corporation":false,"usgs":true,"family":"Yobbi","given":"Dann","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":203548,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26548,"text":"wri934007 - 1996 - Methane-concentration and methane-isotope data for ground water and soil gas in the Animas River Valley, Colorado and New Mexico, 1990-91","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"wri934007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"93-4007","title":"Methane-concentration and methane-isotope data for ground water and soil gas in the Animas River Valley, Colorado and New Mexico, 1990-91","language":"ENGLISH","publisher":"Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934007","usgsCitation":"Chafin, D.T., Swanson, D.M., and Grey, D.W., 1996, Methane-concentration and methane-isotope data for ground water and soil gas in the Animas River Valley, Colorado and New Mexico, 1990-91 (Revision - 1996): U.S. Geological Survey Water-Resources Investigations Report 93-4007, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934007.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4007/report-thumb.jpg"},{"id":55416,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264580,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4007/plate-1.pdf","size":"15640","linkFileType":{"id":1,"text":"pdf"}}],"edition":"Revision - 1996","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629971","contributors":{"authors":[{"text":"Chafin, Daniel T.","contributorId":77500,"corporation":false,"usgs":true,"family":"Chafin","given":"Daniel","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196591,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swanson, David M.","contributorId":12520,"corporation":false,"usgs":true,"family":"Swanson","given":"David","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Grey, David W.","contributorId":36969,"corporation":false,"usgs":true,"family":"Grey","given":"David","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196590,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27925,"text":"wri954008 - 1996 - Delineation of hydrogeologic units in the lower Dungeness River Basin, Clallam County, Washington","interactions":[],"lastModifiedDate":"2019-08-26T10:47:42","indexId":"wri954008","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"95-4008","title":"Delineation of hydrogeologic units in the lower Dungeness River Basin, Clallam County, Washington","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri954008","usgsCitation":"Jones, M., 1996, Delineation of hydrogeologic units in the lower Dungeness River Basin, Clallam County, Washington: U.S. Geological Survey Water-Resources Investigations Report 95-4008, Report: iii, p. 11; 1 Plate: 32.26 x 44.92 inches , https://doi.org/10.3133/wri954008.","productDescription":"Report: iii, p. 11; 1 Plate: 32.26 x 44.92 inches ","costCenters":[],"links":[{"id":366903,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4008/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366904,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4008/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4008/report-thumb.jpg"}],"country":"United States","state":"Washington","county":"Clallam County","otherGeospatial":"Dungeness River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.14918518066406,\n              48.130350972491556\n            ],\n            [\n              -123.11279296875001,\n              48.130350972491556\n            ],\n            [\n              -123.11279296875001,\n              48.157841216653935\n            ],\n            [\n              -123.14918518066406,\n              48.157841216653935\n            ],\n            [\n              -123.14918518066406,\n              48.130350972491556\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab3e4b07f02db66f90a","contributors":{"authors":[{"text":"Jones, M. A.","contributorId":37736,"corporation":false,"usgs":true,"family":"Jones","given":"M. A.","affiliations":[],"preferred":false,"id":198911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4935,"text":"fs16796 - 1996 - Technology transfer opportunities : partnerships : development of corrosion-resistant hydrothermal cells","interactions":[],"lastModifiedDate":"2012-02-02T00:05:33","indexId":"fs16796","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"167-96","title":"Technology transfer opportunities : partnerships : development of corrosion-resistant hydrothermal cells","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/fs16796","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Technology transfer opportunities : partnerships : development of corrosion-resistant hydrothermal cells: U.S. Geological Survey Fact Sheet 167-96, [1] sheet ;  28 cm. , https://doi.org/10.3133/fs16796.","productDescription":"[1] sheet ;  28 cm. ","costCenters":[],"links":[{"id":87,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.usgs.gov/tech-transfer/factsheets/FS-96-167.html","linkFileType":{"id":5,"text":"html"}},{"id":121402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1996/0167/report-thumb.jpg"},{"id":31798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1996/0167/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db6859d5","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":528396,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4948,"text":"fs15296 - 1996 - Technology transfer opportunities : partnerships : volcanic ash aviation hazard","interactions":[],"lastModifiedDate":"2012-02-02T00:05:33","indexId":"fs15296","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"152-96","title":"Technology transfer opportunities : partnerships : volcanic ash aviation hazard","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/fs15296","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Technology transfer opportunities : partnerships : volcanic ash aviation hazard (Rev. June 1996): U.S. Geological Survey Fact Sheet 152-96, [2] sheets ;  28 cm. , https://doi.org/10.3133/fs15296.","productDescription":"[2] sheets ;  28 cm. ","costCenters":[],"links":[{"id":93,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.usgs.gov/tech-transfer/factsheets/7.html","linkFileType":{"id":5,"text":"html"}},{"id":120758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_152_96.jpg"}],"edition":"Rev. June 1996","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db6859bb","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":528397,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4857,"text":"ds32 - 1996 - National energy research seismic library; Powder River basin, Montana-Wyoming; surface reflection and vertical seismic profile data used in seismic-stratigraphic investigations for ground-water aquifers and hydrocarbon traps","interactions":[],"lastModifiedDate":"2020-12-22T13:20:34.758894","indexId":"ds32","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"32","title":"National energy research seismic library; Powder River basin, Montana-Wyoming; surface reflection and vertical seismic profile data used in seismic-stratigraphic investigations for ground-water aquifers and hydrocarbon traps","docAbstract":"<p>This Digital Data Series publication contains both raw and processed seismic data recorded during the period 1975 through 1978 by several geophysical service companies under contract to the USGS in the following study areas of the Powder River Basin, Montana and Wyoming:</p><p style=\"padding-left: 40px;\" data-mce-style=\"padding-left: 40px;\">1. Powder River and Custer Counties, MT (T. 1 S., T. 1-2 N., R. 53-54 E.)<br>2. Carter County, MT (T. 57-58 N., R. 65 W.) and Crook County, WY (T. 9 S., R.57-58 E.)<br>3. Powder River and Carter Counties, MT (T. 8 S., R. 53-55 E.)<br>4. Niobrara County, WY (T. 36-38 N., R. 61-62 W.) and Weston County, WY (T. 45 N., R. 61 W.)</p><p>Four multichannel Vibroseis seismic lines, six Vertical Seismic Profiles (VSP's), and associated support material (observer's notes, X-Y coordinates, elevations of source and receivers, for example) are included. The raw (unprocessed) field data and a processed version of each surface profile and VSP are contained in standard SEG-Y format files; support material are in ASCII format text files. The processed surface data are versions which were reprocessed by the USGS in 1995 using state-of-the-art seismic data processing software.</p><p><br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds32","collaboration":"The USGS does not provide technical support for the software associated with this publication.","usgsCitation":"Miller, J.J., Lee, M.W., Ryder, R.T., and Balch, A.H., 1996, National energy research seismic library; Powder River basin, Montana-Wyoming; surface reflection and vertical seismic profile data used in seismic-stratigraphic investigations for ground-water aquifers and hydrocarbon traps: U.S. Geological Survey Data Series 32, Application Site, https://doi.org/10.3133/ds32.","productDescription":"Application Site","costCenters":[],"links":[{"id":139945,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":282967,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/ds/032/application.zip","linkHelpText":"The original two 2 computer laser optical discs (CD-ROMs) that contain the data in this publication click are compressed into a single file (581 MB).  To download this file, click on the link entitled \"Application Site\""}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.2675,43.03444444444444 ], [ -105.2675,45.16777777777777 ], [ -104.11749999999999,45.16777777777777 ], [ -104.11749999999999,43.03444444444444 ], [ -105.2675,43.03444444444444 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6983db","contributors":{"authors":[{"text":"Miller, John J. 0000-0002-9098-0967 jmiller@usgs.gov","orcid":"https://orcid.org/0000-0002-9098-0967","contributorId":3785,"corporation":false,"usgs":true,"family":"Miller","given":"John","email":"jmiller@usgs.gov","middleInitial":"J.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":149954,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, Myung W.","contributorId":84358,"corporation":false,"usgs":true,"family":"Lee","given":"Myung","middleInitial":"W.","affiliations":[],"preferred":false,"id":149955,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ryder, R. T.","contributorId":96673,"corporation":false,"usgs":true,"family":"Ryder","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":149956,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Balch, A. H.","contributorId":104892,"corporation":false,"usgs":true,"family":"Balch","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":149957,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27746,"text":"wri954140 - 1996 - Adjustment of regional regression models of urban-runoff quality using data for Chattanooga, Knoxville, and Nashville, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri954140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"95-4140","title":"Adjustment of regional regression models of urban-runoff quality using data for Chattanooga, Knoxville, and Nashville, Tennessee","docAbstract":"Model-adjustment procedures were applied to the combined data bases of storm-runoff quality for Chattanooga, Knoxville, and Nashville, Tennessee, to improve predictive accuracy for storm-runoff quality for urban watersheds in these three cities and throughout Middle and East Tennessee. Data for 45 storms at 15 different sites (five sites in each city) constitute the data base. Comparison of observed values of storm-runoff load and event-mean concentration to the predicted values from the regional regression models for 10 constituents shows prediction errors, as large as 806,000 percent. Model-adjustment procedures, which combine the regional model predictions with local data, are applied to improve predictive accuracy. Standard error of estimate after model adjustment ranges from 67 to 322 percent. Calibration results may be biased due to sampling error in the Tennessee data base. The relatively large values of standard error of estimate for some of the constituent models, although representing significant reduction (at least 50 percent) in prediction error compared to estimation with unadjusted regional models, may be unacceptable for some applications. The user may wish to collect additional local data for these constituents and repeat the analysis, or calibrate an independent local regression model.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Report Section [distributor],","doi":"10.3133/wri954140","usgsCitation":"Hoos, A.B., and Patel, A.R., 1996, Adjustment of regional regression models of urban-runoff quality using data for Chattanooga, Knoxville, and Nashville, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 95-4140, iv, 12 p. :ill ;28 cm., https://doi.org/10.3133/wri954140.","productDescription":"iv, 12 p. :ill ;28 cm.","costCenters":[],"links":[{"id":124302,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4140/report-thumb.jpg"},{"id":56591,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db69776b","contributors":{"authors":[{"text":"Hoos, Anne B. abhoos@usgs.gov","contributorId":2236,"corporation":false,"usgs":true,"family":"Hoos","given":"Anne","email":"abhoos@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":true,"id":198632,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Patel, Anant R.","contributorId":57500,"corporation":false,"usgs":true,"family":"Patel","given":"Anant","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198633,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5402,"text":"fs15196 - 1996 - Technology transfer opportunities : patent licenses : selenate removal from waste water","interactions":[],"lastModifiedDate":"2012-02-02T00:05:51","indexId":"fs15196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"151-96","title":"Technology transfer opportunities : patent licenses : selenate removal from waste water","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/fs15196","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Technology transfer opportunities : patent licenses : selenate removal from waste water (Revised - June 1996): U.S. Geological Survey Fact Sheet 151-96, 1 leaf ([1] p.) ;  28 x 18 cm. , https://doi.org/10.3133/fs15196.","productDescription":"1 leaf ([1] p.) ;  28 x 18 cm. ","costCenters":[],"links":[{"id":139719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":518,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.usgs.gov/tech-transfer/factsheets/4.html","linkFileType":{"id":5,"text":"html"}}],"edition":"Revised - June 1996","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db6859ac","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":528558,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29167,"text":"wri954245 - 1996 - Hydrogeology of rocks penetrated by test well JF-3 Jackass Flats, Nye County, Nevada","interactions":[],"lastModifiedDate":"2019-08-26T10:16:42","indexId":"wri954245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"95-4245","title":"Hydrogeology of rocks penetrated by test well JF-3 Jackass Flats, Nye County, Nevada","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri954245","usgsCitation":"Plume, R.W., and La Camera, R.J., 1996, Hydrogeology of rocks penetrated by test well JF-3 Jackass Flats, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 95-4245, iv, 21 p., https://doi.org/10.3133/wri954245.","productDescription":"iv, 21 p.","costCenters":[],"links":[{"id":366897,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4245/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159496,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4245/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"Jackass Flats","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.40289306640624,\n              36.672824886786564\n            ],\n            [\n              -116.17767333984375,\n              36.672824886786564\n            ],\n            [\n              -116.17767333984375,\n              36.787291466820015\n            ],\n            [\n              -116.40289306640624,\n              36.787291466820015\n            ],\n            [\n              -116.40289306640624,\n              36.672824886786564\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6244ae","contributors":{"authors":[{"text":"Plume, Russell W. rwplume@usgs.gov","contributorId":2303,"corporation":false,"usgs":true,"family":"Plume","given":"Russell","email":"rwplume@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":201066,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"La Camera, Richard J.","contributorId":52212,"corporation":false,"usgs":true,"family":"La Camera","given":"Richard","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201067,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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