The region centered at Elysium Mons contains that second largest volcanic complex on Mars, surpassed in size by only the Tharsis complex. The Elysium region also has been a center of tectonic, fluvial, and mass-wasting activity. After degradation of ancient cratered terrain within the northern lowlands, volcanic rocks erupted from Elysium Mons, Hectas Tholus, and Albor Tholus in Elysium Planitia. The volcanic activity was associated with episodes of channel formation, faulting, and apparent volcano/ground-ice modifications of some areas. On this map sheet we portray, describe, and interpret the rich geologic history of the region.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2147","usgsCitation":"Tanaka, K.L., Chapman, M.G., and Scott, D.H., 1992, Geologic map of the Elysium region of Mars: U.S. Geological Survey IMAP 2147, 1 Plate: 68.00 × 54.67 inches, https://doi.org/10.3133/i2147.","productDescription":"1 Plate: 68.00 × 54.67 inches","costCenters":[],"links":[{"id":438932,"rank":3,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P97NUOKK","text":"USGS data release","linkHelpText":"Geologic map of the Elysium region of Mars"},{"id":187496,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101409,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2147/plate-1.pdf","size":"17471","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","otherGeospatial":"Elysium Mons, Mars","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a2b","contributors":{"authors":[{"text":"Tanaka, K. L.","contributorId":31394,"corporation":false,"usgs":false,"family":"Tanaka","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":275797,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chapman, M. G.","contributorId":105737,"corporation":false,"usgs":true,"family":"Chapman","given":"M.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":275799,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scott, D. H.","contributorId":73565,"corporation":false,"usgs":true,"family":"Scott","given":"D.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":275798,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":49598,"text":"ofr92553B - 1992 - Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0)","interactions":[],"lastModifiedDate":"2025-02-28T17:06:46.564052","indexId":"ofr92553B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-553","chapter":"B","title":"Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0)","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr92553B","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Anderson, W., 1992, Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0): U.S. Geological Survey Open-File Report 92-553, 1 CD-ROM, https://doi.org/10.3133/ofr92553B.","productDescription":"1 CD-ROM","costCenters":[],"links":[{"id":176960,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":270266,"rank":2,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1992/0553b/application.zip"},{"id":482658,"rank":3,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1992/0553-b/ofr92553B.zip","text":"Disc","linkFileType":{"id":6,"text":"zip"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0cde","contributors":{"authors":[{"text":"Anderson, W.L.","contributorId":54584,"corporation":false,"usgs":true,"family":"Anderson","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":239938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":49597,"text":"ofr92553A - 1992 - Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0)","interactions":[],"lastModifiedDate":"2012-02-02T00:11:16","indexId":"ofr92553A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-553","chapter":"A","title":"Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0)","language":"ENGLISH","doi":"10.3133/ofr92553A","usgsCitation":"Anderson, W., 1992, Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (version 1.0): U.S. Geological Survey Open-File Report 92-553, 42 p.; illus., 14 refs, https://doi.org/10.3133/ofr92553A.","productDescription":"42 p.; illus., 14 refs","costCenters":[],"links":[{"id":176959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0553a/report-thumb.jpg"},{"id":86211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0553a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0cc2","contributors":{"authors":[{"text":"Anderson, W.L.","contributorId":54584,"corporation":false,"usgs":true,"family":"Anderson","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":239937,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65018,"text":"i2203 - 1992 - Geologic map of the Pompeii Quadrangle (MTM 20057), Maja Valles region of Mars","interactions":[],"lastModifiedDate":"2023-06-28T11:24:57.232171","indexId":"i2203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"2203","title":"Geologic map of the Pompeii Quadrangle (MTM 20057), Maja Valles region of Mars","docAbstract":"The Pompeii quadrangle is in the northern Maja Valles between Lunae Planum to the west and Xanthe Terra to the east (fig. 1). Approximately two-thirds of the surface is relatively smooth plains, and the other one-third is subdued, cratered, upland plateau. Several large (greater than 30 km in diameter) craters dominate the landscape. The crater Pompeii is the largest fresh crater in the quadrangle. The major interest in the map area is evidence of the relatively brief, catastrophic Maja outflow and its associated topographic modification of much of the area. The effects of erosion and deposition by the Maja flood are pronounced and are a chief part of the story; therefore, flood-modified terrain is divided in considerable detail. The stratigraphic units associated with the outflow are true rock units although they may be very thin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2203","usgsCitation":"De Hon, R., 1992, Geologic map of the Pompeii Quadrangle (MTM 20057), Maja Valles region of Mars: U.S. Geological Survey IMAP 2203, 1 Plate: 66.67 × 48.00 inches, https://doi.org/10.3133/i2203.","productDescription":"1 Plate: 66.67 × 48.00 inches","costCenters":[],"links":[{"id":438934,"rank":3,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9IWGLSG","text":"USGS data release","linkHelpText":"Geologic map of the Pompeii Quadrangle (MTM 20057), Maja Valles region of Mars"},{"id":189766,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100814,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2203/plate-1.pdf","size":"11304","linkFileType":{"id":1,"text":"pdf"}}],"scale":"502000","otherGeospatial":"Maja Valles, Mars","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db691659","contributors":{"authors":[{"text":"De Hon, R. A.","contributorId":71266,"corporation":false,"usgs":true,"family":"De Hon","given":"R. A.","affiliations":[],"preferred":false,"id":272517,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":49583,"text":"ofr9221A - 1992 - APRAS; analytic petroleum resource appraisal system; microcomputer programs for play analysis using a field-size model","interactions":[],"lastModifiedDate":"2012-02-02T00:11:16","indexId":"ofr9221A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-21","chapter":"A","title":"APRAS; analytic petroleum resource appraisal system; microcomputer programs for play analysis using a field-size model","language":"ENGLISH","doi":"10.3133/ofr9221A","usgsCitation":"Crovelli, R., and Balay, R., 1992, APRAS; analytic petroleum resource appraisal system; microcomputer programs for play analysis using a field-size model: U.S. Geological Survey Open-File Report 92-21, p. 28, illus., 8 refs, https://doi.org/10.3133/ofr9221A.","productDescription":"p. 28, illus., 8 refs","costCenters":[],"links":[{"id":175821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0021a/report-thumb.jpg"},{"id":86173,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0021a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a48b4","contributors":{"authors":[{"text":"Crovelli, R. A.","contributorId":40969,"corporation":false,"usgs":true,"family":"Crovelli","given":"R. A.","affiliations":[],"preferred":false,"id":239908,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Balay, R.H.","contributorId":44177,"corporation":false,"usgs":true,"family":"Balay","given":"R.H.","affiliations":[],"preferred":false,"id":239909,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67977,"text":"ha722B - 1992 - Geohydrologic systems in Kansas — Physical framework of the Great Plains aquifer system","interactions":[],"lastModifiedDate":"2022-01-24T20:03:31.252351","indexId":"ha722B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"722","chapter":"B","title":"Geohydrologic systems in Kansas — Physical framework of the Great Plains aquifer system","docAbstract":"The purpose of this map report is to provide a description of one of the principal geohydrologic systems in Upper Cambrian through Lower Cretaceous rocks in Kansas. The report is the result of an investigation made as part of the Central Midwest Regional Aquifer-System Analysis (CMRASA). The CMRASA is one of several major investigations by the U.S. Geological Survey of regional aquifer systems in the United States. These regional investigations are designed to increase knowledge of the flow regime and hydrologic properties of major aquifer systems and to provide quantitative information for the assessment, development, and management of water supplies. The CMRASA study area includes all or parts of 10 Central Midwestern States (Jorgensen and Signor, 1981), as shown on the envelope cover.
This Hydrologic Investigations Atlas, which consists of a series of nine chapters, presents a description of the physical framework and the geohydrology of principal aquifer and confining systems in Kansas. Chapter B describes the physical framework of the Great Plains aquifer system and presents maps and a geohydrologic cross section that show the thickness, the areal extent, and the altitude and configuration of the top of the Lower Cretaceous rocks that compose the Great Plains aquifer system. The maps are based on data from selected geophysical and lithologic logs and from published maps of stratigraphically equivalent units. Maps that show the thickness and the altitude and configuration of the top of the Great Plains aquifer system have been prepared as part of a series of interrelated maps that describe the stratigraphic interval from the Precambrian surface through Lower Cretaceous rocks. A concerted effort was made to ensure that maps of each geohydrologic system are consistent with maps of underlying and overlying systems; modifications were made where necessary.
Chapter A of this atlas series (Wolf and others, 1990) describes the relation of geohydrologic systems in Kansas and presents a more detailed discussion of the methods and data used to prepare and ensure consistency among the sets of maps in the series.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha722B","usgsCitation":"Spinazola, J.M., Wolf, R.J., and McGovern, H.E., 1992, Geohydrologic systems in Kansas — Physical framework of the Great Plains aquifer system: U.S. Geological Survey Hydrologic Atlas 722, 2 Plates: 53.86 x 39.87 inches and 51.13 x 34.54 inches, https://doi.org/10.3133/ha722B.","productDescription":"2 Plates: 53.86 x 39.87 inches and 51.13 x 34.54 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":266304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/722b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":186136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":360661,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/722b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394772,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16146.htm"}],"scale":"1000000","country":"United States","state":"Kansas","otherGeospatial":"Great Plains aquifer system","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -102.04,37 ], [ -102.04,40 ], [ -97,40 ], [ -97,37 ], [ -102.04,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e04","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":277438,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":277437,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McGovern, Harold E.","contributorId":9634,"corporation":false,"usgs":true,"family":"McGovern","given":"Harold","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":277436,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":72522,"text":"ofr9262 - 1992 - Tidal, Residual, Intertidal mudflat (TRIM) model using a semi-implicit, Eulerian-Lagrangian method","interactions":[],"lastModifiedDate":"2016-07-27T10:38:18","indexId":"ofr9262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-62","title":"Tidal, Residual, Intertidal mudflat (TRIM) model using a semi-implicit, Eulerian-Lagrangian method","language":"ENGLISH","doi":"10.3133/ofr9262","usgsCitation":"Cheng, R.T., and Casulli, V., 1992, Tidal, Residual, Intertidal mudflat (TRIM) model using a semi-implicit, Eulerian-Lagrangian method: U.S. Geological Survey Open-File Report 92-62, 43 p., https://doi.org/10.3133/ofr9262.","productDescription":"43 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":191008,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ccf","contributors":{"authors":[{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":285740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Casulli, Vincenzo","contributorId":42302,"corporation":false,"usgs":true,"family":"Casulli","given":"Vincenzo","email":"","affiliations":[],"preferred":false,"id":285741,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64512,"text":"i2090C - 1992 - Map showing bottom topography of the Pacific Continental Margin, Cape Mendocino to Point Conception","interactions":[],"lastModifiedDate":"2012-02-10T00:10:52","indexId":"i2090C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"2090","subseriesTitle":"NONE","chapter":"C","title":"Map showing bottom topography of the Pacific Continental Margin, Cape Mendocino to Point Conception","docAbstract":"All contours, geographic outlines, and political boundaries shown on this map of the bottom topography, or bathymetry, of the Pacific continental margin between 34? and 41? N. latitudes were plotted from digital data bases in the library of the U.S. Geological Survey (USGS)-National Oceanic and Atmospheric Administration (NOAA) Joint Office for Mapping and Research (JOMAR). These digital data were obtained and compiled from many sources; consequently, data quality varies within particular data bases as well as from one data base to another.\nBathymetric contours were digitized from a map compiled by Chase and others (1981) and from the unpublished large scale versions of that map (T.E. Chase, unpub. maps, 1981). Data for the area seaward of the continental slope (~2000 m depth) were obtained primarily from the U.S. Coast and Geodetic Survey (C&GS) 1955 Pacific Exploratory Survey, a systematic and detailed (~8 -nmi trackline spacing) survey between Mexico and Canada. The USGS provided data from cruises S3-78-NC, S15-79-NC, L2-77-NC, Ll0-76-NC, and Bartlett 72. Data were also obtained from Scripps Institution of Oceanography cruises Merazine, Blue Flash, Kayak B, Scan I, and Seven Tow (Chase and Menard, 1971; Chase and others, 1975; Wilde and others, 1976; Wilde and others, 1978). The 200-m contour was derived from the National Ocean Survey charts 1306N-20 (1975), 1307N-l1B (1974a), 1307N-18B (1974b), and C&GS chart 1308N-12 (1969). Sea-floor depths were corrected for sound velocity in sea water using Matthew's (1939) tables.\nOnshore topographic contours were generated by computer from a modified version of 3-arc-second elevation data provided by the Defense Mapping Agency.\nThe United States digital shoreline was obtained from the NOAA, NOS, Nautical Charting Division, National Atlas files. The coastline of Canada was digitized from Canadian Hydrographic Service bathymetric maps. The primary source of names of the sea floor features was the \"Gazetteer of Undersea Features\" (Defense Mapping Agency, 1990).\nAcknowledgments\nChristopher Hines assisted in the construction and verification of the digital data bases. Reviews and suggestions by Edward C. Escowitz and Florence Wong and advice provided by Will Stettner regarding the cartographic design substantially improved the quality of this map.\nReferences Cited\nChase, T.E., and Menard, H.W., 1971, Bathymetric atlas of the northeastern Pacific Ocean: U.S. Naval Oceanographic Office Publication 1303, scale 1:2,000,000 at 33° latitude, 48 p.\nChase, T.E., Wilde, Pat, and Normark, W.R., 1975, Oceanographic data of the Monterey Deep Sea Fan: San Diego, University of California, Institute of Marine Resources Publication TR 58, scale 1:898,524 at 35° latitude.\nChase, T.E., Wilde, Pat, Normark, W.R., Miller, C.P., Seekins, B.A., and Young, J.D., 1981, Offshore topography of the Western United States between 32° and 49° North latitudes: U.S. Geological Survey Open-File Report 81-443, scale 1:864,518 at 38° latitude, 2 sheets.\nCoast and Geodetic Survey, 1969, Point St. George to Point Delgada: Coast and Geodetic Survey Bathymetric Map 1308N-12, scale 1:250,000.\nDefense Mapping Agency, 1990, Gazetteer of undersea features (4th ed.): Washington, D.C., Defense Mapping Agency.\nMatthews, D.J., 1939, Tables of the velocity of sound in pure water and sea water (2d ed.): London, Admiralty, Hydrographic Department, H.D. 282, 52 p.\nNational Ocean Survey, 1974a, Vicinity Pt. Sur to Pt. Reyes: National Ocean Survey Bathymetric Map 1307N-11B, scale 1:250,000.\nNational Ocean Survey, 1974b, Pt. Reyes to Tolo Bank: National Ocean Survey Bathymetric Map 1307N-18B, scale 1:250,000.\nNational Ocean Survey, 1975, Cape San Martin to Point Conception: National Ocean Survey Bathymetric Map 1306N-20, scale 1:250,000.\nWilde, Pat, Normark, W.R., and Chase, T.E., 1976, Oceanographic data off central California 37° to 40° North including the Delgada Deep Sea Fan: Berkeley, University of California, Lawrence Berkeley Laboratory Publication 92, scale 1 :864,581 at 38° latitude.\nWilde, Pat, Chase, T.E., Holmes, M.L., Normark, W.R., Thomas, J.A., McCulloch, D.S., and Kulm, L.D., 1978, Oceanographic data off northern California-southern Oregon 40° to 43° North including the Gorda Deep Sea Fan: Berkeley, University of California, Lawrence Berkeley Laboratory Publication 251, scale 1:815,482 at 42° latitude.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2090C","usgsCitation":"Chase, T.E., Wilde, P., Normark, W.R., Evenden, G., Miller, C.P., Seekins, B.A., Young, J.D., Grim, M.S., and Lief, C.J., 1992, Map showing bottom topography of the Pacific Continental Margin, Cape Mendocino to Point Conception: U.S. Geological Survey IMAP 2090, PDF: 52.64 inches x 36.93 inches; 1 map :col. ;78 x 106 cm., on sheet 93 x 133 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2090C.","productDescription":"PDF: 52.64 inches x 36.93 inches; 1 map :col. ;78 x 106 cm., on sheet 93 x 133 cm., folded in envelope 30 x 24 cm.","additionalOnlineFiles":"Y","costCenters":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":122454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i_2090_C.jpg"},{"id":94399,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/2090/c/","linkFileType":{"id":5,"text":"html"}}],"scale":"1000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -129,34 ], [ -129,41 ], [ -117,41 ], [ -117,34 ], [ -129,34 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db659a64","contributors":{"authors":[{"text":"Chase, T. 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P.","contributorId":106855,"corporation":false,"usgs":true,"family":"Miller","given":"C.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":271152,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Seekins, B. A.","contributorId":32130,"corporation":false,"usgs":true,"family":"Seekins","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":271147,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Young, J. D.","contributorId":83087,"corporation":false,"usgs":true,"family":"Young","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":271149,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Grim, M. S.","contributorId":102884,"corporation":false,"usgs":true,"family":"Grim","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":271151,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Lief, C. 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This quadrangle, in west-central Montana, is one of the most mineralized and productive regions in the United States. Its mining districts, including the world famous Butte or Summit Valley district, have produced a variety of metallic and nonmetallic mineral commodities valued at more than $6.4 billion. Because of its importance as a mineral producing region, the Butte quadrangle was selected for study by the U.S. Geological Survey under the Conterminous United States Mineral Assessment Program (CUSMAP). Under this program, new data on geology, geochemistry, geophysics, geochronology, mineral resources, and remote sensing were collected and synthesized. The field and laboratory studies were also supported by funding from the Geologic Framework and Synthesis Program and the Wilderness Program. The methods used in resource assessment include a compilation of all data into data sets, the development of a descriptive model for vein and replacement deposits in the quadrangle, and the analysis of data using techniques provided by the Geographic Information System (GIS). This map is one of a number of reports and maps on the Butte 1 °X2° quadrangle. Other publications resulting from this study include U.S. Geological Survey Miscellaneous Investigations Series Maps 1-2050-A (Rowan and Segal, in press) and I-2050-B (Purdy and Rowan, in press); Miscellaneous Field Studies Map MF-1925 (Wallace, 1987); and Open-File Reports 86-292 (Wallace and others, 1986) and 86--0632 (Elliott and others, 1986). Reports on mineral resource assessment for several other types of deposits in the Butte quadrangle are in preparation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2050D","usgsCitation":"Elliott, J.E., Wallace, C.A., Lee, G.K., Antweiler, J., Lidke, D., Rowan, L.C., Hanna, W.F., Trautwein, C., Dwyer, J.L., and Moll, S.H., 1992, Map showing mineral resource assessment for vein and replacement deposits of gold, silver, copper, lead, zinc, manganese, and tungsten in the Butte 1° x 2° quadrangle, Montana: U.S. Geological Survey IMAP 2050, Report: iv, 31 p.; 2 Plates: 31.00 x 50.00 inches and 48.50 x 35.00 inches, https://doi.org/10.3133/i2050D.","productDescription":"Report: iv, 31 p.; 2 Plates: 31.00 x 50.00 inches and 48.50 x 35.00 inches","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":91377,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2050d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91379,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/2050d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91378,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2050d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":107270,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10104.htm","linkFileType":{"id":5,"text":"html"},"description":"10104"},{"id":187227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/2050d/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"Montana","otherGeospatial":"Butte 1° x 2° quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114,46 ], [ -114,47 ], [ -112,47 ], [ -112,46 ], [ -114,46 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a75e4b07f02db644a0d","contributors":{"authors":[{"text":"Elliott, J. 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H.","contributorId":19236,"corporation":false,"usgs":true,"family":"Moll","given":"S.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":271237,"contributorType":{"id":1,"text":"Authors"},"rank":10}]}} ,{"id":20610,"text":"ofr92659 - 1992 - Source code for the computer program and sample data set for the simulation of cylindrical flow to a well using the U.S. Geological Survey modular finite-difference ground-water flow model","interactions":[],"lastModifiedDate":"2013-03-26T14:30:20","indexId":"ofr92659","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-659","title":"Source code for the computer program and sample data set for the simulation of cylindrical flow to a well using the U.S. Geological Survey modular finite-difference ground-water flow model","language":"ENGLISH","publisher":"U.S. Geological Survey ;Books and Open-File Reports Section, distributor,","doi":"10.3133/ofr92659","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Reilly, T.E., and Harbaugh, A., 1992, Source code for the computer program and sample data set for the simulation of cylindrical flow to a well using the U.S. Geological Survey modular finite-difference ground-water flow model: U.S. Geological Survey Open-File Report 92-659, 12 p. ;1 computer disk ;5 1/4 in., https://doi.org/10.3133/ofr92659.","productDescription":"12 p. ;1 computer disk ;5 1/4 in.","costCenters":[],"links":[{"id":153308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0659/report-thumb.jpg"},{"id":50135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0659/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":270189,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1992/0659/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7769","contributors":{"authors":[{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":182932,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, A.W.","contributorId":15208,"corporation":false,"usgs":true,"family":"Harbaugh","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":182931,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21358,"text":"ofr91513 - 1992 - Membrane-micelle model for humus in soils and sediments and its relation to humification","interactions":[{"subject":{"id":21358,"text":"ofr91513 - 1992 - Membrane-micelle model for humus in soils and sediments and its relation to humification","indexId":"ofr91513","publicationYear":"1992","noYear":false,"title":"Membrane-micelle model for humus in soils and sediments and its relation to humification"},"predicate":"SUPERSEDED_BY","object":{"id":2965,"text":"wsp2410 - 1994 - Membrane-micelle model for humus in soils and sediments and its relation to humification","indexId":"wsp2410","publicationYear":"1994","noYear":false,"title":"Membrane-micelle model for humus in soils and sediments and its relation to humification"},"id":1}],"supersededBy":{"id":2965,"text":"wsp2410 - 1994 - Membrane-micelle model for humus in soils and sediments and its relation to humification","indexId":"wsp2410","publicationYear":"1994","noYear":false,"title":"Membrane-micelle model for humus in soils and sediments and its relation to humification"},"lastModifiedDate":"2020-10-08T18:51:09.232019","indexId":"ofr91513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-513","title":"Membrane-micelle model for humus in soils and sediments and its relation to humification","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr91513","usgsCitation":"Wershaw, R., 1992, Membrane-micelle model for humus in soils and sediments and its relation to humification: U.S. Geological Survey Open-File Report 91-513, v, 64 p., https://doi.org/10.3133/ofr91513.","productDescription":"v, 64 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":379250,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1991/0513/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155144,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1991/0513/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613cfd","contributors":{"authors":[{"text":"Wershaw, R.L.","contributorId":62223,"corporation":false,"usgs":true,"family":"Wershaw","given":"R.L.","affiliations":[],"preferred":false,"id":184282,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19626,"text":"ofr90361 - 1992 - Summary of U.S. Geological Survey ground-water-flow models of basin-fill aquifers in the southwest alluvial basins region, Colorado, New Mexico, and Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr90361","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"90-361","title":"Summary of U.S. Geological Survey ground-water-flow models of basin-fill aquifers in the southwest alluvial basins region, Colorado, New Mexico, and Texas","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr90361","usgsCitation":"Kernodle, J.M., 1992, Summary of U.S. Geological Survey ground-water-flow models of basin-fill aquifers in the southwest alluvial basins region, Colorado, New Mexico, and Texas: U.S. Geological Survey Open-File Report 90-361, viii, 81 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr90361.","productDescription":"viii, 81 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0361/report-thumb.jpg"},{"id":49100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0361/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699465","contributors":{"authors":[{"text":"Kernodle, John Michael","contributorId":99171,"corporation":false,"usgs":true,"family":"Kernodle","given":"John","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":181235,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20836,"text":"ofr90385 - 1992 - Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington","interactions":[{"subject":{"id":20836,"text":"ofr90385 - 1992 - Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington","indexId":"ofr90385","publicationYear":"1992","noYear":false,"title":"Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington"},"predicate":"SUPERSEDED_BY","object":{"id":38211,"text":"pp1547 - 1995 - Sedimentology, Behavior, and Hazards of Debris Flows at Mount Rainier, Washington","indexId":"pp1547","publicationYear":"1995","noYear":false,"title":"Sedimentology, Behavior, and Hazards of Debris Flows at Mount Rainier, Washington"},"id":1}],"supersededBy":{"id":38211,"text":"pp1547 - 1995 - Sedimentology, Behavior, and Hazards of Debris Flows at Mount Rainier, Washington","indexId":"pp1547","publicationYear":"1995","noYear":false,"title":"Sedimentology, Behavior, and Hazards of Debris Flows at Mount Rainier, Washington"},"lastModifiedDate":"2024-06-03T16:49:27.70067","indexId":"ofr90385","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"90-385","title":"Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington","docAbstract":"Mount Rainier is potentially the most dangerous volcano in the Cascade Range because of its great height, frequent earthquakes, active hydrothermal system, and extensive glacier mantle. Many debris flows and their distal phases have inundated areas far from the volcano during postglacial time. Two types of debris flows, cohesive and noncohesive, have radically different behavior that relates empirically to clay content. The two types represent the observable end members of a continuum of debris flow characteristics at Mount Rainier. Cohesive flows exhibit behavior affected by the cohesion and adhesion of particles; noncohesive flows are dominated by particle collisions to the extent of extensive particle cataclasis during near-boundary shear.
Cohesive debris flows contain more than 3 to 5 percent of clay-size sediment. The composition of these flows changed little during flow for more than 100 kilometers from Mount Rainier where they inundate parts of the now-populated Puget Sound Lowland. They originate as deep-seated failures of sectors of the volcanic edifice at a frequency indicating that such failures are the major destructional process of its morphologic evolution. In several deposits of large cohesive flows, a lateral, megaclast-bearing facies (with a mounded or hummocky surface) contrasts with a more clay-rich facies in the center of valleys and downstream. Cohesive flows at Mount Rainier do not correlate strongly with volcanic activity and thus can recur without warning, possibly triggered by nonmagmatic seismicity or by destabilization associated with the hydrothermal system.
Noncohesive debris flows contain less than 3 to 5 percent of clay-size sediment. They form most commonly by hulking of sediment in water surges, but some originate directly or indirectly from shallow slope failures that do not penetrate the hydrothermally altered core of the volcano. In contrast with cohesive flows, most noncohesive flows transform both from and to other flow types, so that the debris flows are the middle segments of flow waves beginning and ending as flood surges. Proximally, through the bulking of poorly sorted, volcaniclastic debris on the flanks of the volcano, flow waves expand rapidly in volume by transforming from water surges through hyperconcentrated streamflow (20 to 60 percent sediment by volume) to debris flow. Distally, the transformations occur more slowly in reverse order--from debris flow, to hyperconcentrated flow, and finally to normal streamflow with less than 20 percent sediment by volume. During runout of the largest noncohesive flows, hyperconcentrated flow has occurred for as much as 40 to 70 kilometers.
Lahars (volcanic debris flows and their deposits) occurred at Mount Rainier throughout later postglacial time and not as groups of closely time-related flows during discrete eruptive periods as at Mount St. Helens. An exception is a period of large noncohesive flows during and after construction of the modern summit cone. Laharrunout flows, the hyperconcentrated flows forming the distal phases of lahars, document the frequency and extent of noncohesive lahars. Deposits record the following transformations of debris flows: (1) the direct, progressive dilution of debris flow to hyperconcentrated flow, (2) deposition of successively finer grained lobes of debris until only the hyperconcentrated tail of the flow remains to continue downstream, and (3) dewatering of coarse debris flow deposits to yield fine-grained debris flow or hyperconcentrated flow.
Three planning or design case histories represent different lengths of postglacial time. Case I is representative of large, infrequent (500 to 1,000 years on average) cohesive debris flows. These flows need to be considered in long-term planning in valleys around the volcano. Case II generalizes the noncohesive debris flows of intermediate size and recurrence (100 to 500 years). This case is appropriate for consideration in some structural design. Case III flows are relatively small but more frequent (less than 100 years on average).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90385","usgsCitation":"Scott, K.M., Pringle, P.T., and Vallance, J., 1992, Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington (superseded by Professional Paper 1547): U.S. Geological Survey Open-File Report 90-385, Report: ix, 106 p.; 1 Plate: 36.34 x 29.94 inches, https://doi.org/10.3133/ofr90385.","productDescription":"Report: ix, 106 p.; 1 Plate: 36.34 x 29.94 inches","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":429460,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0385/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":429458,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0385/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152072,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0385/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Mount Rainier","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -121.99302819697232,\n 47.06733897287532\n ],\n [\n -121.99302819697232,\n 46.63284868856812\n ],\n [\n -121.37672954397217,\n 46.63284868856812\n ],\n [\n -121.37672954397217,\n 47.06733897287532\n ],\n [\n -121.99302819697232,\n 47.06733897287532\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","edition":"superseded by Professional Paper 1547","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbad6","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":183336,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pringle, Patrick T.","contributorId":105744,"corporation":false,"usgs":true,"family":"Pringle","given":"Patrick","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":183337,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Vallance, J.W.","contributorId":45336,"corporation":false,"usgs":true,"family":"Vallance","given":"J.W.","affiliations":[],"preferred":false,"id":183335,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":18982,"text":"ofr91455 - 1992 - Listings of model-input values for the simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico and El Paso County, Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr91455","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-455","title":"Listings of model-input values for the simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico and El Paso County, Texas","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nAvailable from U.S. Geological Survey Books and Open-File Reports,","doi":"10.3133/ofr91455","usgsCitation":"Frenzel, P.F., 1992, Listings of model-input values for the simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico and El Paso County, Texas: U.S. Geological Survey Open-File Report 91-455, 7 p. ; 2 computer disks ;5 1/4 in., https://doi.org/10.3133/ofr91455.","productDescription":"7 p. ; 2 computer disks ;5 1/4 in.","costCenters":[],"links":[{"id":151794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1991/0455/report-thumb.jpg"},{"id":48390,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1991/0455/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4ee8","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":180089,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20882,"text":"ofr92564 - 1992 - Modifications of two palynological processing techniques; ultrasonic processing and early-stage sieving","interactions":[],"lastModifiedDate":"2012-02-02T00:07:52","indexId":"ofr92564","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-564","title":"Modifications of two palynological processing techniques; ultrasonic processing and early-stage sieving","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr92564","usgsCitation":"Sheehan, T., 1992, Modifications of two palynological processing techniques; ultrasonic processing and early-stage sieving: U.S. Geological Survey Open-File Report 92-564, 7 p. ;28 cm., https://doi.org/10.3133/ofr92564.","productDescription":"7 p. ;28 cm.","costCenters":[],"links":[{"id":154755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0564/report-thumb.jpg"},{"id":50477,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0564/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699494","contributors":{"authors":[{"text":"Sheehan, T.P.","contributorId":7310,"corporation":false,"usgs":true,"family":"Sheehan","given":"T.P.","email":"","affiliations":[],"preferred":false,"id":183430,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1955,"text":"wsp2371 - 1992 - Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, southwest Sarasota and West Charlotte counties, Florida","interactions":[{"subject":{"id":19491,"text":"ofr90709 - 1991 - Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, Southwest Sarasota and West Charlotte counties, Florida","indexId":"ofr90709","publicationYear":"1991","noYear":false,"title":"Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, Southwest Sarasota and West Charlotte counties, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":1955,"text":"wsp2371 - 1992 - Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, southwest Sarasota and West Charlotte counties, Florida","indexId":"wsp2371","publicationYear":"1992","noYear":false,"title":"Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, southwest Sarasota and West Charlotte counties, Florida"},"id":1}],"lastModifiedDate":"2019-12-30T06:59:57","indexId":"wsp2371","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"2371","title":"Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, southwest Sarasota and West Charlotte counties, Florida","docAbstract":"The 250-square-mile area of southwest Sarasota and west Charlotte Counties is underlain by a complex hydrogeologic system having diverse ground-water quality. The surficial and intermediate aquifer systems and the Upper Floridan aquifer of the Floridan aquifer system contain six separate aquifers, or permeable zones, and have a total thickness of about 2,000 feet. Water in the clastic surficial aquifer system is potable and is tapped by hundreds of shallow, low-yielding supply wells. Water in the mixed clastic and carbonate intermediate aquifer system is potable in the upper part, but in the lower part, because of increasing salinity, it is used primarily for reverse-osmosis desalinization feed water and irrigation. Within the Upper Floridan aquifer, limestone and dolomite of the Suwannee permeable zone are tapped by irrigation and reverse-osmosis supply wells. The underlying, less permeable limestone of the Suwannee-Ocala semiconfining unit generally encompasses the transition zone between freshwater and very saline water. Interbedded limestone and dolomite of the Ocala-Avon Park moderately permeable zone and Avon Park highly permeable zone compose the deep, very saline injection zone. Potential ground-water contamination problems include flooding by storm tides, upward movement of saline water toward pumping centers by natural and induced leakage or through improperly constructed and abandoned wells, and lateral and vertical movement of treated sewage and reverse-osmosis wastewater injected into deep zones. Effects of flooding are evident in coastal areas where vertical layering of fresh and saline waters is observed. Approximately 100 uncontrolled flowing artesian wells that have interaquifer flow rates as high as 350 gallons per minute have been located and scheduled for plugging by the Southwest Florida Water Management District--in an attempt to improve ground-water quality of the shallow aquifers. Because each aquifer or permeable zone has unique head and water-quality characteristics, construction of single-zone wells would eliminate cross-contamination and borehole interflow. Such a program, when combined with the plugging of shallow-cased wells having long open-hole intervals connecting multiple zones, would safeguard ground-water resources in the study area. The study area encompasses seven wastewater injection sites that have a projected capacity for injecting 29 million gallons per day into the zone 1,100 to 2,050 feet below land surface. There are six additional sites within 20 miles. The first well began injecting reverse-osmosis wastewater in 1984, and since then, other wells have been drilled and permitted for injection of treated sewage. A numerical model was used to evaluate injection-well design and potential for movement of injected wastewater within the hydrogeologic framework. The numerical model was used to simulate injection through a representative well at a rate of 1 million gallons per day for 10 years. In this simulation, a convection cell developed around the injection well with the buoyant fresh injectant rising to form a lens within the injection zone below the lower Suwannee-Ocala semiconfining unit. Around an ideal, fully penetrating well cased 50 feet into the injection zone and open from a depth of 1,150 feet to 2,050 feet, simulations show that the injectant moves upward to a depth of 940 feet, forms a lens about 600 feet thick, and spreads radially outward to a distance of about 2,300 feet after 10 years. Comparison simulations of injection through wells having open depth intervals of 1,150 to 1,400 feet and 1,450 to 2,050 feet demonstrate that such changes in well construction have little effect on the areal spread of the injectant lens or the rate of upward movement.
","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp2371","usgsCitation":"Hutchinson, C.B., 1992, Assessment of hydrogeologic conditions with emphasis on water quality and wastewater injection, southwest Sarasota and West Charlotte counties, Florida: U.S. Geological Survey Water Supply Paper 2371, vi, 74 p. , https://doi.org/10.3133/wsp2371.","productDescription":"vi, 74 p. ","numberOfPages":"80","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":138545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2371/report-thumb.jpg"},{"id":27301,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2371/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Sarasota County, Charlotte County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.37548828125,\n 26.814266197561462\n ],\n [\n -81.93603515625,\n 26.814266197561462\n ],\n [\n -81.93603515625,\n 27.0982539061379\n ],\n [\n -82.37548828125,\n 27.0982539061379\n ],\n [\n -82.37548828125,\n 26.814266197561462\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f76","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":144431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21166,"text":"ofr91471 - 1992 - A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 3, Design philosophy and programming details","interactions":[],"lastModifiedDate":"2012-02-02T00:07:41","indexId":"ofr91471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-471","title":"A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 3, Design philosophy and programming details","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/ofr91471","usgsCitation":"Torak, L., 1992, A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 3, Design philosophy and programming details: U.S. Geological Survey Open-File Report 91-471, vi, 261 p. :ill. ;28 cm., https://doi.org/10.3133/ofr91471.","productDescription":"vi, 261 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153385,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1991/0471/report-thumb.jpg"},{"id":50759,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1991/0471/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ade81","contributors":{"authors":[{"text":"Torak, L.J.","contributorId":87533,"corporation":false,"usgs":true,"family":"Torak","given":"L.J.","affiliations":[],"preferred":false,"id":183959,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21165,"text":"ofr90194 - 1992 - A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 1, Model description and user's manual","interactions":[{"subject":{"id":21165,"text":"ofr90194 - 1992 - A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 1, Model description and user's manual","indexId":"ofr90194","publicationYear":"1992","noYear":false,"title":"A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 1, Model description and user's manual"},"predicate":"SUPERSEDED_BY","object":{"id":4917,"text":"twri06A3 - 1993 - A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems, Part 1: Model Description and User's Manual","indexId":"twri06A3","publicationYear":"1993","noYear":false,"title":"A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems, Part 1: Model Description and User's Manual"},"id":1}],"supersededBy":{"id":4917,"text":"twri06A3 - 1993 - A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems, Part 1: Model Description and User's Manual","indexId":"twri06A3","publicationYear":"1993","noYear":false,"title":"A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems, Part 1: Model Description and User's Manual"},"lastModifiedDate":"2018-11-01T14:36:31","indexId":"ofr90194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"90-194","title":"A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 1, Model description and user's manual","docAbstract":"A MODular, Finite-Element digital-computer program (MODFE) was developed to simulate steady or unsteady-state, two-dimensional or axisymmetric ground-water flow. Geometric- and hydrologic-aquifer characteristics in two spatial dimensions are represented by triangular finite elements and linear basis functions; one-dimensional finite elements and linear basis functions represent time. Finite-element matrix equations are solved by the direct symmetric-Doolittle method or the iterative modified, incomplete-Cholesky, conjugate-gradient method. Physical processes that can be represented by the model include (1) confined flow, unconfined flow (using the Dupuit approximation), or a combination of both; (2) leakage through either rigid or elastic confining beds; (3) specified recharge or discharge at points, along lines, and over areas; (4) flow across specified-flow, specified-head, or head-dependent boundaries; (5) decrease of aquifer thickness to zero under extreme water-table decline and increase of aquifer thickness from zero as the water table rises; and (6) head-dependent fluxes from springs, drainage wells, leakage across riverbeds or confining beds combined with aquifer dewatering, and evapotranspiration.
The report describes procedures for applying MODFE to ground-water-flow problems, simulation capabilities, and data preparation. Guidelines for designing the finite-element mesh and for node numbering and determining band widths are given. Tables are given that reference simulation capabilities to specific versions of MODFE. Examples of data input and model output for different versions of MODFE are provided.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90194","usgsCitation":"Torak, L.J., 1992, A modular finite-element model (MODFE) for areal and axisymmetric ground-water-flow problems; Part 1, Model description and user's manual: U.S. Geological Survey Open-File Report 90-194, vi, 153 p., https://doi.org/10.3133/ofr90194.","productDescription":"vi, 153 p.","numberOfPages":"162","costCenters":[],"links":[{"id":153384,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0194/report-thumb.jpg"},{"id":359080,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ade7b","contributors":{"authors":[{"text":"Torak, Lynn J. ljtorak@usgs.gov","contributorId":401,"corporation":false,"usgs":true,"family":"Torak","given":"Lynn","email":"ljtorak@usgs.gov","middleInitial":"J.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":183958,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20918,"text":"ofr91502 - 1992 - Geomorphic and vegetative recovery processes along modified stream channels of West Tennessee","interactions":[],"lastModifiedDate":"2019-07-29T11:37:12","indexId":"ofr91502","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-502","title":"Geomorphic and vegetative recovery processes along modified stream channels of West Tennessee","docAbstract":"Hundreds of miles of streams in West Tennessee have been channelized or otherwise modt@ed since the turn of century. After all or parts of a stream are straightened, dredged, or cleared, systematic hydrologic, geomorphic, and ecologic processes collectively begin to reduce energy conditions towards the premodified state. One hundred and five sites along 15 streams were studied in the Obion, Forked Deer, Hatchie, and Wolf River basins. All studied streams, except the Hatchie River, have had major channel modi@cation along all or parts of their courses.\rBank material shear-strength properties were determined through drained borehole-shear testing (168 tests) and used to interpret present critical bank conditions and factors of safety, and to estimate future channel-bank stability. Mean values of cohesive strength and angle of internal friction were 1.26 pounds per square inch and 30.1 degrees, respectively. Dendrogeomorphic analyses were made using botanical evidence of channel-bank failures to determine rates of channel widening; buried riparian stems were analyzed to determine rates of bank accretion. Channel bed-level changes through time and space were represented by a power equation. Plant ecological analyses were ma& to infer relative bank stability, to identify indicator species of the stage of bank recovery, and to determine patterns of vegetation development through the course of channel evolution. Quantitative data on morphologic changes were used with previously developed six-stage models of channel evolution and bank-slope development to estimate trends of geomorphic and ecologic processes and forms through time.\rImmediately after channel modr@cations, a 10- to 1%yearperiod of channel-bed degradation ensues at and upstream from the most recent modifications (area of maximum disturbance). Channel-bed lowering by &gradation was as much as 20 feet along some stream reaches. Downstream from the area of maximum disturbance, the bed was aggraded by the deposition of sediment supplied by knickpoint migration upstream; aggradation also occurred in initially degraded sites with time. Additionally, if degradation caused an increase in bank height beyond the critical limits of the bank material, a period of channel widening by mass wasting followed. Degradation knickpoints migrated upstream at rates greater than 1 mile per year; the rates attenuated with distance above the area of maximum disturbance. Channel widening rates of up to 16 feet per year were documented along some severely degraded reaches. Planar failures were generally more frequent but rotational failures dominated the most rapidly widening reaches. Total volumes of bank erosion may represent 75percent or more of the total material eroded from the channel, but this material generally exits the drainage basin. Mean factors of safety vary with the stage of channel evolution with the lowest values for planar and rotational failures occurring during the threshold stage (stage IV) 1.00 and 1.15, respectively. As channel gradients decrease, degradation ceases and then a period of ?secondary aggradation ? (at lesser rates than degradation) and bank accretion begins that may fill the channel to near floodplain level. This shift@ in process represents an oscillation in channel bed-level adjustment. Streams in basins underlain by loess may require an order of magnitude more time than sand-bed streams to stabilize due to a lack of coarse-grained material (sand) for aggradation.\rA systematic progression of riparian species that reflects the six-stage model of channel evolution has been identified. This progression can be used to infer ambient channel stability and hydrogeomorphic conditions. Woody vegetation establishes on low- and mid-bank surfaces (the slough line, initially) at about the same time that bank accretion begins. This slough line forms at a mean temporary stability angle of 24 degrees and expands upslope with time by the accretion of sediments. Species involve","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr91502","usgsCitation":"Simon, A., and Hupp, C.R., 1992, Geomorphic and vegetative recovery processes along modified stream channels of West Tennessee: U.S. Geological Survey Open-File Report 91-502, ix, 142 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr91502.","productDescription":"ix, 142 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1244,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_91-502","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c549","contributors":{"authors":[{"text":"Simon, Andrew","contributorId":78334,"corporation":false,"usgs":true,"family":"Simon","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":183497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hupp, Cliff R. 0000-0003-1853-9197 crhupp@usgs.gov","orcid":"https://orcid.org/0000-0003-1853-9197","contributorId":2344,"corporation":false,"usgs":true,"family":"Hupp","given":"Cliff","email":"crhupp@usgs.gov","middleInitial":"R.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":767305,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17972,"text":"ofr92553 - 1992 - Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr92553","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-553","title":"Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory","language":"ENGLISH","publisher":"U.S. Department of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr92553","usgsCitation":"Anderson, W.L., 1992, Interactive inversion of dipole loop-loop electromagnetic data for layered earth models using numerical integration and complex image theory (Version 1.0.): U.S. Geological Survey Open-File Report 92-553, 2 computer disks ;3 1/2 in. +1 booklet (42 p. : ill. ; 28 cm.), https://doi.org/10.3133/ofr92553.","productDescription":"2 computer disks ;3 1/2 in. +1 booklet (42 p. : ill. ; 28 cm.)","costCenters":[],"links":[{"id":151249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Version 1.0.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0d9c","contributors":{"authors":[{"text":"Anderson, Walter L.","contributorId":99133,"corporation":false,"usgs":true,"family":"Anderson","given":"Walter","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17973,"text":"ofr92518A - 1992 - Inversion of plane-wave electromagnetic data for layered earth models using a graphical user interface (Version 1.0)","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr92518A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-518","chapter":"A","title":"Inversion of plane-wave electromagnetic data for layered earth models using a graphical user interface (Version 1.0)","language":"ENGLISH","publisher":"U.S. Department of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr92518A","usgsCitation":"Anderson, W.L., 1992, Inversion of plane-wave electromagnetic data for layered earth models using a graphical user interface (Version 1.0) (Version 1.0.): U.S. Geological Survey Open-File Report 92-518, 1 booklet (28 leaves : ill. ; 28 cm.), https://doi.org/10.3133/ofr92518A.","productDescription":"1 booklet (28 leaves : ill. ; 28 cm.)","costCenters":[],"links":[{"id":151250,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0518a/report-thumb.jpg"},{"id":47216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0518a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"Version 1.0.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c5e4b07f02db53f923","contributors":{"authors":[{"text":"Anderson, Walter L.","contributorId":99133,"corporation":false,"usgs":true,"family":"Anderson","given":"Walter","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178308,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19928,"text":"ofr9260 - 1992 - Documentation of model input and output data for the Milford-Souhegan glacial-drift aquifer, Milford, New Hampshire","interactions":[],"lastModifiedDate":"2012-02-02T00:07:44","indexId":"ofr9260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-60","title":"Documentation of model input and output data for the Milford-Souhegan glacial-drift aquifer, Milford, New Hampshire","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from U.S. Geological Survey Books and Open-File Reports Section,","doi":"10.3133/ofr9260","usgsCitation":"Mack, T.J., and Harte, P.T., 1992, Documentation of model input and output data for the Milford-Souhegan glacial-drift aquifer, Milford, New Hampshire: U.S. Geological Survey Open-File Report 92-60, 3 computer disks ;5 1/4 in. +1 booklet (iii, 7 p. ; 28 cm.), https://doi.org/10.3133/ofr9260.","productDescription":"3 computer disks ;5 1/4 in. +1 booklet (iii, 7 p. ; 28 cm.)","costCenters":[],"links":[{"id":152853,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0060/report-thumb.jpg"},{"id":49436,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6361a5","contributors":{"authors":[{"text":"Mack, Thomas J. 0000-0002-0496-3918 tjmack@usgs.gov","orcid":"https://orcid.org/0000-0002-0496-3918","contributorId":1677,"corporation":false,"usgs":true,"family":"Mack","given":"Thomas","email":"tjmack@usgs.gov","middleInitial":"J.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":181750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harte, Philip T. 0000-0002-7718-1204 ptharte@usgs.gov","orcid":"https://orcid.org/0000-0002-7718-1204","contributorId":1008,"corporation":false,"usgs":true,"family":"Harte","given":"Philip","email":"ptharte@usgs.gov","middleInitial":"T.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":181749,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17983,"text":"ofr92318A - 1992 - KWM a BASIC program and user's guide for a kinematic wave model for debris flow","interactions":[],"lastModifiedDate":"2012-02-02T00:07:22","indexId":"ofr92318A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-318","chapter":"A","title":"KWM a BASIC program and user's guide for a kinematic wave model for debris flow","language":"ENGLISH","publisher":"U.S. Department of the Interior, U.S. Geological Survey :\r\nBooks and Open-file Reports Section [distributor],","doi":"10.3133/ofr92318A","usgsCitation":"Arattano, M., and Powers, P.S., 1992, KWM a BASIC program and user's guide for a kinematic wave model for debris flow: U.S. Geological Survey Open-File Report 92-318, 1 text (i, 22 leaves ; 28 cm.), https://doi.org/10.3133/ofr92318A.","productDescription":"1 text (i, 22 leaves ; 28 cm.)","costCenters":[],"links":[{"id":151116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0318a/report-thumb.jpg"},{"id":47225,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0318a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4875","contributors":{"authors":[{"text":"Arattano, M.","contributorId":84394,"corporation":false,"usgs":true,"family":"Arattano","given":"M.","affiliations":[],"preferred":false,"id":178322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powers, Philip S.","contributorId":102078,"corporation":false,"usgs":true,"family":"Powers","given":"Philip","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":178323,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19668,"text":"ofr92389 - 1992 - Composite geophysical model for continental volcanic-hosted epithermal mineralization; Cox and Singer mineral deposit models numbered 25b, 25c, 25d, and 25e","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr92389","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-389","title":"Composite geophysical model for continental volcanic-hosted epithermal mineralization; Cox and Singer mineral deposit models numbered 25b, 25c, 25d, and 25e","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr92389","usgsCitation":"Klein, D.P., and Bankey, V., 1992, Composite geophysical model for continental volcanic-hosted epithermal mineralization; Cox and Singer mineral deposit models numbered 25b, 25c, 25d, and 25e: U.S. Geological Survey Open-File Report 92-389, 15 p. :ill. ;28 cm., https://doi.org/10.3133/ofr92389.","productDescription":"15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0389/report-thumb.jpg"},{"id":49133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0389/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8207","contributors":{"authors":[{"text":"Klein, D. P.","contributorId":36555,"corporation":false,"usgs":true,"family":"Klein","given":"D.","email":"","middleInitial":"P.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":181305,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bankey, Viki viki@usgs.gov","contributorId":1238,"corporation":false,"usgs":true,"family":"Bankey","given":"Viki","email":"viki@usgs.gov","affiliations":[],"preferred":true,"id":181304,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20990,"text":"ofr92124 - 1992 - Records of wells in sandstone and alluvial aquifers and chemical data for water from selected wells in the Navajo aquifer in the vicinity of the greater Aneth Oil Field, San Juan County, Utah","interactions":[],"lastModifiedDate":"2021-10-20T20:32:02.483779","indexId":"ofr92124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-124","title":"Records of wells in sandstone and alluvial aquifers and chemical data for water from selected wells in the Navajo aquifer in the vicinity of the greater Aneth Oil Field, San Juan County, Utah","docAbstract":"This report contains hydrologic data for wells finished in sandstone and alluvial aquifers in southeastern San Juan County, Utah, and chemical data for water from selected wells in the Navajo aquifer. Temperature, specific conductance, pH, and discharge data from 1989-91 for water from selected wells in all aquifers are also presented.
Data presented in this report were compiled from previously published reports (Goode, 1958; Sumsion, 1975; Avery, 1986; Kimball, 1987; Howells, 1990); data bases of the U.S. Geological Survey, the Navajo Tribe, the U.S. Bureau of Land Management, the Utah Division of Water Rights, and the Utah Division of Oil, Gas, and Mining; and from information obtained from oil companies in the Greater Aneth Oil Field.
Results of investigations by Avery (1986) during 1982-83 indicated that water from many wells in the Navajo aquifer in the vicinity of the Greater Aneth Oil Field was moderately saline and that in some wells, salinity appeared to increase over time. The purpose of this study is to assess the physical extent and concentration of saline water in the Navajo and other aquifers in this area. The purpose of this report is to present available water-quality data for water from wells in the Navajo aquifer and present records for selected wells in the Navajo and other aquifers.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt lake City, UT","doi":"10.3133/ofr92124","usgsCitation":"Spangler, L.E., 1992, Records of wells in sandstone and alluvial aquifers and chemical data for water from selected wells in the Navajo aquifer in the vicinity of the greater Aneth Oil Field, San Juan County, Utah: U.S. Geological Survey Open-File Report 92-124, v, 44 p., https://doi.org/10.3133/ofr92124.","productDescription":"v, 44 p.","numberOfPages":"49","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":154286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0124/report-thumb.jpg"},{"id":390700,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18236.htm"},{"id":50567,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Greater Aneth Oil Field, Navajo Aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.5,\n 37\n ],\n [\n -109,\n 37\n ],\n [\n -109,\n 37.5\n ],\n [\n -109.5,\n 37.5\n ],\n [\n -109.5,\n 37\n ]\n ]\n ]\n }\n }\n ]\n}","publicComments":"This is also Utah Hydrologic-Data Report no. 47","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691cb6","contributors":{"authors":[{"text":"Spangler, Lawrence E. 0000-0003-3928-8809 spangler@usgs.gov","orcid":"https://orcid.org/0000-0003-3928-8809","contributorId":973,"corporation":false,"usgs":true,"family":"Spangler","given":"Lawrence","email":"spangler@usgs.gov","middleInitial":"E.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":183632,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}