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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1404D","usgsCitation":"Meisler, H., 1989, The occurrence and geochemistry of salty ground water in the northern Atlantic Coastal Plain: U.S. Geological Survey Professional Paper 1404, Report: 51 p.; 6 Plates: 23.50 x 13.00 inches or smaller, https://doi.org/10.3133/pp1404D.","productDescription":"Report: 51 p.; 6 Plates: 23.50 x 13.00 inches or smaller","costCenters":[],"links":[{"id":64874,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64873,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64872,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64871,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64870,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119286,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1404d/report-thumb.jpg"},{"id":484734,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4844.htm","linkFileType":{"id":5,"text":"html"}},{"id":64876,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1404d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64875,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404d/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Atlantic Coastal Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -79.1667,\n 40.8333\n ],\n [\n -79.1667,\n 33.8333\n ],\n [\n -72.6667,\n 33.8333\n ],\n [\n -72.6667,\n 40.8333\n ],\n [\n -79.1667,\n 40.8333\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627c1e","contributors":{"authors":[{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":219821,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":39543,"text":"ofr89114B - 1989 - GSLITH Version 2.0: A prototype program to draw cross sections and plot plan views from drill hole data with latitude, longitude coordinates, using an IBM PC (or compatible) microcomputer, digitizer, and plotter","interactions":[],"lastModifiedDate":"2025-02-28T14:21:03.950341","indexId":"ofr89114B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-114-B","title":"GSLITH Version 2.0: A prototype program to draw cross sections and plot plan views from drill hole data with latitude, longitude coordinates, using an IBM PC (or compatible) microcomputer, digitizer, and plotter","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89114B","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Selner, G., and Taylor, R.B., 1989, GSLITH Version 2.0: A prototype program to draw cross sections and plot plan views from drill hole data with latitude, longitude coordinates, using an IBM PC (or compatible) microcomputer, digitizer, and plotter: U.S. Geological Survey Open-File Report 89-114-B, 2 Computer Disks, https://doi.org/10.3133/ofr89114B.","productDescription":"2 Computer Disks","costCenters":[],"links":[{"id":482580,"rank":3,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1989/0114-b/ofr89114B.zip","text":"Disc","linkFileType":{"id":6,"text":"zip"}},{"id":172962,"rank":2,"type":{"id":24,"text":"Thumbnail"},"url":"http://pubs.er.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":267467,"rank":1,"type":{"id":4,"text":"Application Site"},"url":"http://pubs.usgs.gov/of/1989/0114b/application.zip","linkFileType":{"id":6,"text":"zip"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b152a","contributors":{"authors":[{"text":"Selner, G.I.","contributorId":13229,"corporation":false,"usgs":true,"family":"Selner","given":"G.I.","affiliations":[],"preferred":false,"id":511267,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, Richard B.","contributorId":19539,"corporation":false,"usgs":true,"family":"Taylor","given":"Richard","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":511268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38435,"text":"pp1404B - 1989 - Hydrogeologic framework of the New Jersey Coastal Plain","interactions":[{"subject":{"id":16692,"text":"ofr84730 - 1984 - Hydrogeologic framework of the New Jersey coastal plain","indexId":"ofr84730","publicationYear":"1984","noYear":false,"title":"Hydrogeologic framework of the New Jersey coastal plain"},"predicate":"SUPERSEDED_BY","object":{"id":38435,"text":"pp1404B - 1989 - Hydrogeologic framework of the New Jersey Coastal Plain","indexId":"pp1404B","publicationYear":"1989","noYear":false,"chapter":"B","title":"Hydrogeologic framework of the New Jersey Coastal Plain"},"id":1}],"lastModifiedDate":"2025-04-18T13:43:49.49535","indexId":"pp1404B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1404","chapter":"B","title":"Hydrogeologic framework of the New Jersey Coastal Plain","docAbstract":"This report presents the results of a water-resources, oriented subsurface mapping program within the Coastal Plain of New Jersey. The occurrence and configuration of 15 regional hydrogeologic units have been defined, primarily on the basis of an interpretation of borehole geophysical data. The nine aquifers and six confining beds are composed of unconsolidated clay, silt, sand, and gravel and range in age from Cretaceous to Quaternary.\r\n\r\nElectric and gamma-ray logs from more than 1,000 Coastal Plain wells were examined. Of these, interpretive data for 302 sites were selected, on the basis of logged depth, quality of data, and data distribution, to prepare structure contour and thickness maps for each aquifer and a thickness map for each confining bed. These maps, together with 14 hydrogeologic sections, show the geometry, lateral extent, and vertical and horizontal relationships among the 15 hydrogeologic units. \r\n\r\nThe hydrogeologic maps and sections show that distinct lower, middle, and upper aquifers are present within the Potomac, Raritan-Magothy aquifer system near the Delaware River from Burlington County to Salem County. Although the lower aquifer is recognized only in this area, the middle aquifer extends into the northeastern Coastal Plain of New Jersey, where it is stratigraphically equivalent to the Farrington aquifer. The upper aquifer extends throughout most of the New Jersey Coastal Plain and is stratigraphically equivalent to the Old Bridge aquifer in the northeastern Coastal Plain. The overlying Merchantville-Woodbury confining bed is the most regionally extensive confining bed within the New Jersey Coastal Plain. Its thickness ranges from less than 100 feet near the outcrop to more than 450 feet along the coast. The Englishtown aquifer system acts as a single aquifer throughout most of its subsurface extent, but it contains two water-bearing sands in pars of Monmouth and Ocean Counties. The overlying Marshalltown-Wenonah confining bed is a thin, leaky unit ranging in thickness from approximately 20 to 80 feet. The Wenonah-Mount Laurel aquifer is identified in the subsurface throughout the New Jersey Coastal Plain southeast of its outcrop area. \r\n\r\nSediments that overlie the Wenonah-Mount Lauren aquifer and that are subjacent to the major aquifers within the Kirkwood Formation and the Cohansey Sand are described hydrologically as a composite confining bed. These include the Navesink Formation, Red Bank Sand, Tinton Sand, Hornerstown Sand, Vincentown Formation, Manasquan Formation, Shark River Formation, and Piney Point Formation and the basal clay of the Kirkwood Formation.. The Vincentown Formation functions as n aquifer within 3 to 10 miles downdip of its outcrop area. In areas farther downdip the Vincentown Formation functions as a confining bed. The Piney Point aquifer is laterally persistent from the southern New Jersey Coastal Plain northward into parts of Burlington and Ocean Counties. The Atlantic City 800-foot sand of the Kirkwood Formation can be recognized in the subsurface along coastal areas of Cape May, Atlantic, and southern Ocean Counties, but inland only as far west as the extent of the overlying confining bed. In areas west of the extent of the overlying confining bed, the Kirkwood Formation is in hydraulic connection with the overlying Cohansey Sand and younger surficial deposits and functions as an unconfined aquifer.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Regional aquifer-system analysis - Northern Atlantic coastal plain (Professional Paper 1404)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1404B","usgsCitation":"Zapecza, O.S., 1989, Hydrogeologic framework of the New Jersey Coastal Plain: U.S. Geological Survey Professional Paper 1404, Report: vi, 49 p.; 24 plates: 20.25 x 27.68 inches or smaller, https://doi.org/10.3133/pp1404B.","productDescription":"Report: vi, 49 p.; 24 plates: 20.25 x 27.68 inches or smaller","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":104627,"rank":27,"type":{"id":36,"text":"NGMDB Index 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States","otherGeospatial":"New Jersey Coastal Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -75.6167,\n 40.5678\n ],\n [\n -75.6167,\n 38.8869\n ],\n [\n -74,\n 38.8869\n ],\n [\n -74,\n 40.5678\n ],\n [\n -75.6167,\n 40.5678\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628dd7","contributors":{"authors":[{"text":"Zapecza, Otto S. ozapecza@usgs.gov","contributorId":3687,"corporation":false,"usgs":true,"family":"Zapecza","given":"Otto","email":"ozapecza@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":219818,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20923,"text":"ofr89571 - 1989 - Chronology of displacement on the San Andreas fault in central California; evidence from reversed positions of exotic rock bodies near Parkfield, California","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr89571","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-571","title":"Chronology of displacement on the San Andreas fault in central California; evidence from reversed positions of exotic rock bodies near Parkfield, California","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr89571","usgsCitation":"Sims, J., 1989, Chronology of displacement on the San Andreas fault in central California; evidence from reversed positions of exotic rock bodies near Parkfield, California: U.S. Geological Survey Open-File Report 89-571, ii, 40 p. (1 folded) :ill ;28 cm., https://doi.org/10.3133/ofr89571.","productDescription":"ii, 40 p. (1 folded) :ill ;28 cm.","costCenters":[],"links":[{"id":153933,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0571/report-thumb.jpg"},{"id":50514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0571/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1ce7","contributors":{"authors":[{"text":"Sims, J.D.","contributorId":9230,"corporation":false,"usgs":false,"family":"Sims","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":183506,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20775,"text":"ofr89541 - 1989 - Mineral resources of the Mountain Lakes Wilderness Study Area, Klamath County, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr89541","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-541","title":"Mineral resources of the Mountain Lakes Wilderness Study Area, Klamath County, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89541","usgsCitation":"Sawlan, M., and Winters, R.A., 1989, Mineral resources of the Mountain Lakes Wilderness Study Area, Klamath County, Oregon: U.S. Geological Survey Open-File Report 89-541, 6 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89541.","productDescription":"6 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0541/report-thumb.jpg"},{"id":50325,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0541/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a1d6","contributors":{"authors":[{"text":"Sawlan, M. G.","contributorId":44933,"corporation":false,"usgs":true,"family":"Sawlan","given":"M. G.","affiliations":[],"preferred":false,"id":183230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winters, R. A.","contributorId":39401,"corporation":false,"usgs":true,"family":"Winters","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":183229,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26413,"text":"wri884214 - 1989 - Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4214","title":"Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","docAbstract":"An interactive-accounting model was used to simulate dissolved solids, streamflow, and water supply operations in the Arkansas River basin, Colorado. Model calibration of specific conductance to streamflow relations at three sites enabled computation of dissolved-solids loads throughout the basin. To simulate streamflow only, all water supply operations were incorporated in the regression relations for streamflow. Calibration for 1940-85 resulted in coefficients of determination that ranged from 0.89 to 0.58, and values in excess of 0.80 were determined for 16 of 20 nodes. The model then incorporated 74 water users and 11 reservoirs to simulate the water supply operations for two periods, 1943-74 and 1975-85. For the 1943-74 calibration, coefficients of determination for streamflow ranged from 0.87 to 0.02. Calibration of the water supply operations resulted in coefficients of determination that ranged from 0.87 to negative for simulated irrigation diversions of 37 selected water users. Calibration for 1975-85 was not evaluated statistically, but average values and plots of reservoir contents indicated reasonableness of the simulation. To demonstrate the utility of the model, six specific alternatives were simulated to consider effects of potential enlargement of Pueblo Reservoir. Three general major alternatives were simulated: the 1975-85 calibrated model data, the calibrated model data with an addition of 30 cu ft/sec in Fountain Creek flows, and the calibrated model data plus additional municipal water in storage. These three major alternatives considered the options of reservoir enlargement or no enlargement. A 40,000-acre-foot reservoir enlargement resulted in average increases of 2,500 acre-ft in transmountain diversions, of 800 acre-ft in storage diversions, and of 100 acre-ft in winter-water storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884214","usgsCitation":"Burns, A., 1989, Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4214, v, 116 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884214.","productDescription":"v, 116 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4214/report-thumb.jpg"},{"id":55208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6892ba","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12232,"text":"ofr89111 - 1989 - Preliminary mineralogic analyses of vibracore samples from offshore of the north shore of Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr89111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-111","title":"Preliminary mineralogic analyses of vibracore samples from offshore of the north shore of Long Island, New York","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89111","usgsCitation":"Grosz, A.E., Burbanck, G., Aparisi, M., Kelly, W., and Albanese, J., 1989, Preliminary mineralogic analyses of vibracore samples from offshore of the north shore of Long Island, New York: U.S. Geological Survey Open-File Report 89-111, vi, 15 p. :map ;28 cm., https://doi.org/10.3133/ofr89111.","productDescription":"vi, 15 p. :map ;28 cm.","costCenters":[],"links":[{"id":146195,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0111/report-thumb.jpg"},{"id":40388,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a25b","contributors":{"authors":[{"text":"Grosz, A. E.","contributorId":87925,"corporation":false,"usgs":true,"family":"Grosz","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burbanck, G.P.","contributorId":43786,"corporation":false,"usgs":true,"family":"Burbanck","given":"G.P.","email":"","affiliations":[],"preferred":false,"id":165573,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aparisi, M.P.","contributorId":68322,"corporation":false,"usgs":true,"family":"Aparisi","given":"M.P.","email":"","affiliations":[],"preferred":false,"id":165574,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kelly, W.M.","contributorId":69161,"corporation":false,"usgs":true,"family":"Kelly","given":"W.M.","email":"","affiliations":[],"preferred":false,"id":165575,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Albanese, J.R.","contributorId":21559,"corporation":false,"usgs":true,"family":"Albanese","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":165572,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":18305,"text":"ofr89598 - 1989 - Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr89598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-598","title":"Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee","docAbstract":"An investigation was conducted to describe the channel cross-section evolution near the bridge crossing of the Hatchie River at U.S. Highway 51 in Lauderdale and Tipton Counties, in West Tennessee. The study also included velocity and discharge distributions near the bridge crossing, and definition of streamflow duration and flood frequencies at the bridge site and comparison of these statistics with flows prior to the bridge collapse. Cross-section measurements at the site indicated that the channel was widening at a rate of 0.8 ft/year from 1931 through about 1975. The channel bed was stable at an elevation of about 235 ft. Construction of a south bound bridge in 1974 and 1975 reduced the effective flow width from about 4,000 to about 1,000 ft. Data collected from 1975 to 1981 indicated that the channel bed degraded to an elevation of about 230 ft and the widening rate increased to about 4.5 ft/year. The channel bed returned to approximately the pre-construction elevation of 235 ft as channel width increased. The widening rate decreased to about 1.8 ft/year from 1981 through 1989. Channel-geometry data indicated that recent channel morphology changes along the toe of the right bank have resulted in continued bank undercutting and bank failure. Cross-section geometry and flow-velocity distributions from measurements made from April 6 through 10, 1989, indicate that there is a high-flow meander pattern through this river reach and that the bridges are located at the point where the current strikes the right bank. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89598","usgsCitation":"Bryan, B., 1989, Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee: U.S. Geological Survey Open-File Report 89-598, viii, 59 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89598.","productDescription":"viii, 59 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":1094,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_89-598","linkFileType":{"id":5,"text":"html"}},{"id":152040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4774","contributors":{"authors":[{"text":"Bryan, B.A.","contributorId":95080,"corporation":false,"usgs":true,"family":"Bryan","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":178881,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28156,"text":"wri854288 - 1989 - Hydrogeology of the southwestern part of the town of Hempstead, Nassau County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri854288","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4288","title":"Hydrogeology of the southwestern part of the town of Hempstead, Nassau County, New York","docAbstract":"The groundwater resources of the southwestern part of the Town of Hempstead in Nassau County, NY were investigated in 1984. The area studied encompasses 85 sq mi, or 68% of the town 's 125-sq mi area. The groundwater reservoir underlying the area consists of unconsolidated gravel, sand, silt, and clay of Holocene, Pleistocene, and Late Cretaceous age that have been divided into eight geologic units. The maximum total thickness of the unconsolidated deposits is about 1,500 ft. Precipitation is the sole source of groundwater recharge in the area. The average annual precipitation, as recorded at Valley Stream during 1927-83, was 42.62 in. The water table altitude in the 1980 's has recovered and equalled or exceeded that before the regional drought of 1962-66. The potentiometric surfaces in the Magothy and Lloyd aquifers are still somewhat below those before the drought but are recovering throughout most of the area. The report presents 10 maps showing the surface altitude of the geologic units as well as the potentiometric altitudes of the three major aquifers. Also included are six geologic sections, four hydrographs, and several graphs presenting the data that was collected. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies may be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri854288","usgsCitation":"Krulikas, R.K., 1989, Hydrogeology of the southwestern part of the town of Hempstead, Nassau County, New York (Revision): U.S. Geological Survey Water-Resources Investigations Report 85-4288, iv, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854288.","productDescription":"iv, 16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124128,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4288/report-thumb.jpg"},{"id":56986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4288/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"Revision","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614b56","contributors":{"authors":[{"text":"Krulikas, Richard K.","contributorId":36910,"corporation":false,"usgs":true,"family":"Krulikas","given":"Richard","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":199311,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13435,"text":"ofr89340 - 1989 - Radium distribution map and radon potential in the Bonneville Power Administration service area","interactions":[],"lastModifiedDate":"2022-09-07T21:31:00.757949","indexId":"ofr89340","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-340","title":"Radium distribution map and radon potential in the Bonneville Power Administration service area","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89340","usgsCitation":"Duval, J.S., Otton, J.K., and Jones, W.J., 1989, Radium distribution map and radon potential in the Bonneville Power Administration service area: U.S. Geological Survey Open-File Report 89-340, 125 p., https://doi.org/10.3133/ofr89340.","productDescription":"125 p.","costCenters":[],"links":[{"id":406351,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17637.htm","linkFileType":{"id":5,"text":"html"}},{"id":145135,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0340/report-thumb.jpg"},{"id":41879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0340/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho, Montana, Oregon, Washington, Wyoming","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -125,\n 42\n ],\n [\n -107,\n 42\n ],\n [\n -107,\n 49\n ],\n [\n -125,\n 49\n ],\n [\n -125,\n 42\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649abe","contributors":{"authors":[{"text":"Duval, Joseph S.","contributorId":22314,"corporation":false,"usgs":true,"family":"Duval","given":"Joseph","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Otton, James K. jkotton@usgs.gov","contributorId":1170,"corporation":false,"usgs":true,"family":"Otton","given":"James","email":"jkotton@usgs.gov","middleInitial":"K.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":167804,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jones, W. J.","contributorId":79088,"corporation":false,"usgs":true,"family":"Jones","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":167806,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":20759,"text":"ofr89658 - 1989 - Quality assessment program and results for the NAWQA surface water pilot studies","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr89658","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-658","title":"Quality assessment program and results for the NAWQA surface water pilot studies","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89658","usgsCitation":"Sanzolone, R.F., and Ryder, J.L., 1989, Quality assessment program and results for the NAWQA surface water pilot studies: U.S. Geological Survey Open-File Report 89-658, 22 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89658.","productDescription":"22 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0658/report-thumb.jpg"},{"id":50314,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0658/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db6552f7","contributors":{"authors":[{"text":"Sanzolone, R. F.","contributorId":64199,"corporation":false,"usgs":true,"family":"Sanzolone","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":183198,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ryder, J. L.","contributorId":30997,"corporation":false,"usgs":true,"family":"Ryder","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":183197,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28207,"text":"wri884157 - 1989 - Continuous seismic-reflection survey of the Great Salt Lake, Utah– East of Antelope and Fremont Islands","interactions":[],"lastModifiedDate":"2022-02-14T21:51:43.898039","indexId":"wri884157","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4157","title":"Continuous seismic-reflection survey of the Great Salt Lake, Utah– East of Antelope and Fremont Islands","docAbstract":"A continuous seismic-reflection survey of the Great Salt Lake, Utah, was conducted east of Fremont and Antelope Islands in 1984 by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources and produced data along approximately 80 miles of seismic lines. The survey was conducted to determine depth to consolidated rock, and definition and continuity of overlying basin fill under the lake. Interpretation of the data indicates the presence of faulted rock dipping away from Fremont and Antelope Islands. A north-south-trending consolidated-rock ridge is identified 200 ft below lake bottom, 275 miles east of Fremont Island. Shallow rock is also inferred 380 ft below lake bottom, near Hooper Hot Springs, and 520 ft below lake bottom approximately 4 miles east of the south end of Antelope Island. Interpretation of reflections from overlying basin fill indicates fine-grained, thinly-bedded deposits that become coarser with depth. Strong reflectors in the basin fill can be correlated with water-bearing strata penetrated by wells near the north end of Antelope Island and along the east shore of the lake. Many continuous, high-amplitude reflections can be identified in data from basin fill and may represent sedimentary sections or aquifer boundaries but cannot be defined because of a lack of subsurface control in the area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884157","usgsCitation":"Lambert, P., and West, J.C., 1989, Continuous seismic-reflection survey of the Great Salt Lake, Utah– East of Antelope and Fremont Islands: U.S. Geological Survey Water-Resources Investigations Report 88-4157, Report: iv, 17 p.; 1 Plate: 36.74 × 25.62 inches, https://doi.org/10.3133/wri884157.","productDescription":"Report: iv, 17 p.; 1 Plate: 36.74 × 25.62 inches","costCenters":[],"links":[{"id":395949,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47065.htm"},{"id":57044,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4157/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57043,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4157/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122935,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4157/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Great Salt Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.35992431640625,\n 40.83043687764923\n ],\n [\n -111.9012451171875,\n 40.83043687764923\n ],\n [\n -111.9012451171875,\n 41.20758898181025\n ],\n [\n -112.35992431640625,\n 41.20758898181025\n ],\n [\n -112.35992431640625,\n 40.83043687764923\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689c9d","contributors":{"authors":[{"text":"Lambert, P. M.","contributorId":74380,"corporation":false,"usgs":true,"family":"Lambert","given":"P. M.","affiliations":[],"preferred":false,"id":199395,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"West, J. C.","contributorId":63017,"corporation":false,"usgs":true,"family":"West","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199394,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17205,"text":"ofr89408 - 1989 - Ground-water data for Georgia, 1988","interactions":[],"lastModifiedDate":"2024-12-17T20:02:58.611378","indexId":"ofr89408","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-408","title":"Ground-water data for Georgia, 1988","docAbstract":"Continuous water-level records from 144 wells and water-level measurements from an additional 617 wells in Georgia during 1988 provide the basic data for this report. Daily mean water-level hydrographs for selected wells illustrate the effects that changes ln recharge and discharge have had on the ground-water reservoirs in the State during 1988. Monthly mean water levels are shown for the 10-year period 1979-88. Maps showing the potentiometric surface of the Upper Floridan aquifer for Hay 1988 and the Claiborne and Clayton aquifers for October 1988 also are presented.\r\n\r\nAnnual mean water levels in Georgia generally were below those measured in 1987; water levels ranged from 6.9 feet higher to 7.3 feet lower. Record-low water levels were measured during the last half of 1988 in 18 wells tapping the crystalline rock aquifer, the Cretaceous rock aquifer system, the Midville aquifer system, and the Clayton, Upper Floridan, and upper Brunswick aquifers. These record lows were from 0.1 to 1.4 feet lower than the previous record lows. A prolonged drought resulted in decreased recharge to the aquifers and increased ground-water pumping, which caused water levels to decline.\r\n\r\nWater-quality samples collected periodically throughout Georgia are analyzed as part of areal and regional ground-water studies. Maps showing chloride concentrations in the Upper Floridan aquifer in October 1988 in coastal Georgia and in the Savannah and Brunswick areas are presented. Periodic monitoring of water quality in the Savannah and Brunswick areas indicates that chloride concentrations in the Upper Floridan generally have remained stable.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89408","usgsCitation":"Joiner, C.N., Peck, M., Reynolds, M.S., and Stayton, W.L., 1989, Ground-water data for Georgia, 1988: U.S. Geological Survey Open-File Report 89-408, xvi, 176 p., https://doi.org/10.3133/ofr89408.","productDescription":"xvi, 176 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":406547,"rank":2,"type":{"id":36,"text":"NGMDB Index 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L.","contributorId":19573,"corporation":false,"usgs":true,"family":"Stayton","given":"Welby","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":175394,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":12832,"text":"ofr89118 - 1989 - Spectrographic analyses of insoluble-residue samples, Joplin 1 degree x 2 degrees quadrangle, Kansas and Missouri; drill hole Nos. 1, 2, and 3","interactions":[],"lastModifiedDate":"2018-11-26T09:15:58","indexId":"ofr89118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-118","title":"Spectrographic analyses of insoluble-residue samples, Joplin 1 degree x 2 degrees quadrangle, Kansas and Missouri; drill hole Nos. 1, 2, and 3","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89118","usgsCitation":"Bullock, J.H., and Whitney, H., 1989, Spectrographic analyses of insoluble-residue samples, Joplin 1 degree x 2 degrees quadrangle, Kansas and Missouri; drill hole Nos. 1, 2, and 3: U.S. Geological Survey Open-File Report 89-118, 34 p. ill., map ;28 cm., https://doi.org/10.3133/ofr89118.","productDescription":"34 p. ill., map ;28 cm.","costCenters":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"links":[{"id":41259,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147268,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0118/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5c35","contributors":{"authors":[{"text":"Bullock, John H. Jr.","contributorId":105316,"corporation":false,"usgs":true,"family":"Bullock","given":"John","suffix":"Jr.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":166799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whitney, Helen A.","contributorId":49372,"corporation":false,"usgs":true,"family":"Whitney","given":"Helen A.","affiliations":[],"preferred":false,"id":166798,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38509,"text":"pp1336B - 1989 - The New Madrid earthquakes: An engineering-geologic interpretation of relict liquefaction features","interactions":[],"lastModifiedDate":"2021-12-23T22:51:27.356178","indexId":"pp1336B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1336","chapter":"B","title":"The New Madrid earthquakes: An engineering-geologic interpretation of relict liquefaction features","docAbstract":"Earthquake-induced sand blows and sand-filled fissures are present in a belt 40 to 60 km. wide that extends from near Charleston, Mo., southward to about 20 km. south of Marked Tree, Ark. This region of earthquake-induced sand blows and other liquefaction-related features is almost exclusively in the St. Francis Basin, an alluvial lowland that typically has a thin (2 to 8 m thick), clay-bearing topstratum underlain by about 30 to 60 m of unconsolidated sand (the substratum). Liquefaction of the substratum sands has made the sand blows. \r\n\r\nThe sand blows and other liquefaction-related features on the ground surface in the St. Francis Basin are almost certainly results of the New Madrid earthquakes of 1811-12. In this report, geologic and engineering properties of the alluvium are used in combination with a map showing the bounds of the liquefaction-related features to locate approximately the epicentral zones for two of the major shocks: the earthquakes of December 16,1811, and February 7,1812. Properties used for the analysis included the Standard Penetration Resistance of the substratum sands, characteristics of the sand's grain size, thickness of the topstratum, and the thickness of the post-Tertiary alluvium. \r\n\r\nThe method of analysis relies largely on the evaluation of the liquefaction potential of the sands. This is done by using the Standard Penetration Test blow counts and by devising a method that uses all possible combinations of liquefaction potential and a realistic relation between attenuation of earthquake accelerations and distance from the epicenter (or more correctly, energy-release center). \r\n\r\nTwo interpreted 1811-12 energy-release centers generally agree well with zones of seismicity defined by modern, small earthquakes. Bounds on accelerations are placed at the limits of sand blows that were generated by the 1811-12 earthquakes in the St. Francis Basin. Conclusions show how the topstratum thickness, sand size of the substratum, and thickness of alluvium affected the distribution of sand blows in the St. Francis Basin.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"The New Madrid Missouri, earthquake region - geological, seismological, and geotechnical studies","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","doi":"10.3133/pp1336B","usgsCitation":"Obermeier, S.F., 1989, The New Madrid earthquakes: An engineering-geologic interpretation of relict liquefaction features: U.S. Geological Survey Professional Paper 1336, Report: vi, 114; 11 Plates: 37.56 × 23.19 inches or smaller, https://doi.org/10.3133/pp1336B.","productDescription":"Report: vi, 114; 11 Plates: 37.56 × 23.19 inches or smaller","costCenters":[],"links":[{"id":393398,"rank":14,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4805.htm"},{"id":65228,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1336b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247688,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-11.pdf","size":"4172","linkFileType":{"id":1,"text":"pdf"}},{"id":247687,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-10.pdf","size":"4948","linkFileType":{"id":1,"text":"pdf"}},{"id":247686,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-09.pdf","size":"4643","linkFileType":{"id":1,"text":"pdf"}},{"id":247685,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-08.pdf","size":"4447","linkFileType":{"id":1,"text":"pdf"}},{"id":247684,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-07.pdf","size":"4196","linkFileType":{"id":1,"text":"pdf"}},{"id":247683,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-06.pdf","size":"2108","linkFileType":{"id":1,"text":"pdf"}},{"id":247682,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-05.pdf","size":"807","linkFileType":{"id":1,"text":"pdf"}},{"id":247681,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-04.pdf","size":"786","linkFileType":{"id":1,"text":"pdf"}},{"id":247680,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-03.pdf","size":"3578","linkFileType":{"id":1,"text":"pdf"}},{"id":247679,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-02.pdf","size":"4264","linkFileType":{"id":1,"text":"pdf"}},{"id":247678,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1336b/plate-01.pdf","size":"3781","linkFileType":{"id":1,"text":"pdf"}},{"id":125003,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1336b/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Missouri, Tennessee","city":"New Madrid","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.7636,\n 35\n ],\n [\n -89,\n 35\n ],\n [\n -89,\n 37.25\n ],\n [\n -90.7636,\n 37.25\n ],\n [\n -90.7636,\n 35\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a995","contributors":{"authors":[{"text":"Obermeier, Stephen F.","contributorId":102482,"corporation":false,"usgs":true,"family":"Obermeier","given":"Stephen","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":219960,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20750,"text":"ofr88470 - 1989 - Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87","interactions":[],"lastModifiedDate":"2017-06-13T15:04:01","indexId":"ofr88470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-470","title":"Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87","docAbstract":"Hydrologic data were collected in the Indian Creek basin, Fayette and Westmoreland Counties, Pennsylvania. Since the early 1900's, coal in the basin has been extensively mined by both underground and surface-mining techniques. Data-collection sites were located in mined and unmined areas of the basin. The hydrologic data presented are from 5 continuous-record surfacewater data-collection sites, 1 ground-water well, 23 partial-record surfacewater sites, and 2 continuous-record precipitation gages. Data from the five continuous-record surface-water sites include discharge, specific conductance, temperature, pH, and suspended-sediment concentration. Results of laboratory analyses are reported. Benthic macroinvertebrates collected at 23 sites are listed.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88470","usgsCitation":"Sams, J.I., and Witt, E., 1989, Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87: U.S. Geological Survey Open-File Report 88-470, vi, 124 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88470.","productDescription":"vi, 124 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":50306,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0470/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152393,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0470/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed62","contributors":{"authors":[{"text":"Sams, J. I. III","contributorId":50548,"corporation":false,"usgs":true,"family":"Sams","given":"J.","suffix":"III","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":183181,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Witt, E. C. III","contributorId":105746,"corporation":false,"usgs":true,"family":"Witt","given":"E. C.","suffix":"III","affiliations":[],"preferred":false,"id":183182,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38427,"text":"pp1442 - 1989 - Tectonically controlled fan delta and submarine fan sedimentation of late Miocene age, southern Temblor Range, California","interactions":[],"lastModifiedDate":"2017-04-25T15:06:07","indexId":"pp1442","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1442","title":"Tectonically controlled fan delta and submarine fan sedimentation of late Miocene age, southern Temblor Range, California","docAbstract":"The Santa Margarita Formation in the southern Temblor Range, composed of conglomerate and subordinate sandstone, evolved as a large complex of fan deltas and submarine fans in late Miocene time. An 80 to 90-m.y.-old granitic basement of the Salinian block and an accompanying 23.5-m.y.-old volcanic field now located in the northern Gabilan Range and the Pinnacles area, respectively, were the primary source terranes. In general, the fan deltas crop out along the west side of the southern Temblor Range, whereas the proximal parts of the submarine fans crop out along the east side of the range. The fan deltas consist of subaerial topset beds and low-angle basinward-dipping subaqueous foreset beds. Strata interpreted to be topset beds are composed largely of conglomerate with thick to very thick horizontal beds and matrix-supported clasts. Most of the thick to very thick conglomerate beds are internally massive and disorganized. Strata interpreted as foreset beds are composed of thick-bedded, large-scale, low-angle, cross-stratified conglomerate and sandstone units which commonly are internally massive. Abundant molluskan macrofossils such as Ostrea and Pecten are present in the subaqueous foreset beds; many have been displaced downslope from their original site of deposition. Conglomerate- and sandstone-filled submarine canyons, through which coarse-grained detritus was transported to the adjacent submarine fans, locally have cut into the foreset beds of the fan deltas. These submarine canyon deposits are generally better stratified than adjacent foreset-bed deposits, and they consist of thick horizontal beds, internally massive or normally graded, arranged in fining- and thinning-upward sequences. Isolated and composite conglomerate- and sandstone-filled channels, which crop out on the east flank of the southern Temblor Range, are interpreted as proximal submarine-fan channel deposits. These channel-form conglomerate and sandstone deposits are characterized by thick, horizontal beds which are internally massive or normally graded containing division Ta, and locally Tb, of the Bouma sequence. Sparse calcareous foraminifers collected from diatomaceous interbeds suggest that these fan channels were deposited in upper bathyal water depths. Subaerial and regenerated subaqueous debris flows probably formed the bulk of the Santa Margarita fan delta and submarine fan system. Santa Margarita debris flows ranged from the mudflow variety to the cataclysmic debris-avalanche variety.
The cogenetic Republic and Williams sandstones of local usage, located on the east side of the southern Temblor Range, are slightly older and finer grained than the Santa Margarita Formation. These units, containing well-graded sandstones, fining- and thinning-upward and coarsening- and thickening-upward sandstone sequences, thick-bedded tabular and channel-shaped sandstones, a mixture of shallow- and deep-water foraminifers, and a fan-shaped geometry in the subsurface, are interpreted as submarine fan deposits.
Sedimentation associated with the Santa Margarita Formation was intimately related to the growing southern Temblor Range anticlinorium and the right-laterally shifting Salinian block along the San Andreas fault. Examples of control exerted on Santa Margarita sedimentation by the southern Temblor Range anticlinorium include the preferential accumulation of sediments along the flanks of the anticlinorium, thickening of strata on the downthrown side of the Recruit Pass fault and on flanks of selected anticlines, intraformational unconformities, and possible partial blockage of the eastward-prograding fan deltas by the Recruit Pass fault. East of the growing southern Temblor Range anticlinorium, the distal ends of the Santa Margarita submarine fans were deflected northwestward by the growing Buena Vista Hills anticline. Several examples of well-defined diachronous sedimentation, where conglomerates and sandstones of the Santa Margarita Formation occupy progressively higher stratigraphic levels in a northwest direction subparallel to the trace of the San Andreas fault, strongly imply that the Salinian basement terrane was shifting in a right-lateral sense during Santa Margarita sedimentation.
Regional factors of importance in focusing conglomerate sedimentation on the southern Temblor Range locale for a 2- to 3-m.y. period in the late Mohnian were right-lateral oblique slip on the San Andreas fault, formation of the \"big bend\" in the San Andreas fault by left-lateral slip along the Garlock and White Wolf faults, and the partial overlap of the Salinian and Franciscan assemblage basement rocks.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89639","usgsCitation":"Soulliere, S.J., Worl, R.G., and Johnson, K.M., 1989, Geology and mineral deposits of the Hailey and western Idaho Falls 1° x 2° quadrangles, Idaho: U.S. Geological Survey Open-File Report 89-639, ii, 140 p., https://doi.org/10.3133/ofr89639.","productDescription":"ii, 140 p.","costCenters":[],"links":[{"id":149299,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0639/report-thumb.jpg"},{"id":391949,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17733.htm","text":"Geology and mineral deposits of the Hailey and western Idaho Falls 1 degree x 2 degree quadrangles, Idaho"},{"id":46314,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0639/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465299,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17734.htm","text":"Hailey 1 degree x 2 degrees quadrangle","linkFileType":{"id":5,"text":"html"}},{"id":465300,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17735.htm","text":"western Idaho Falls 1 degree x 2 degrees quadrangle","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Idaho","otherGeospatial":"Hailey and western Idaho Falls 1° x 2° quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116,\n 43\n ],\n [\n -113,\n 43\n ],\n [\n -113,\n 44\n ],\n [\n -116,\n 44\n ],\n [\n -116,\n 43\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db6851df","contributors":{"editors":[{"text":"Winkler, G. R.","contributorId":17964,"corporation":false,"usgs":true,"family":"Winkler","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":749936,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Soulliere, S. J.","contributorId":12861,"corporation":false,"usgs":true,"family":"Soulliere","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175245,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Worl, R. G.","contributorId":13984,"corporation":false,"usgs":true,"family":"Worl","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":175246,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, K. M.","contributorId":23513,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":175247,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":38531,"text":"pp1370A - 1989 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","interactions":[{"subject":{"id":12310,"text":"ofr84738 - 1985 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; basis of characterization and evaluation","indexId":"ofr84738","publicationYear":"1985","noYear":false,"title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; basis of characterization and evaluation"},"predicate":"SUPERSEDED_BY","object":{"id":38531,"text":"pp1370A - 1989 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","indexId":"pp1370A","publicationYear":"1989","noYear":false,"chapter":"A","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation"},"id":1}],"lastModifiedDate":"2017-08-31T15:48:37","indexId":"pp1370A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1370","chapter":"A","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","docAbstract":"The geologic and hydrologic factors in selected regions of the Basin and Range province were examined to identify prospective areas for further study that may provide isolation of high-level radioactive waste from the accessible environment. The six regions selected for study were characterized with respect to the following guidelines: (1) Potential repository media; (2) Quaternary tectonic conditions; (3) climatic change and geomorphic processes; (4) ground-water conditions; (5) ground-water quality; and (6) mineral and energy resources.
The repository medium will function as the first natural barrier to radionuclide travel by virtue of associated slow ground-water velocity. The principal rock types considered as host media include granitic, intermediate, and mafic intrusive rocks; argillaceous rocks; salt and anhydrite; volcanic mudflow (laharic) breccias; some intrusive rhyolitic plugs and stocks; partially zeolitized tuff; and metamorphic rocks. In the unsaturated zone, the permeability and hydrologic properties of the rocks and the hydrologic setting are more important than the rock type. Media ideally should be permeable to provide drainage and should have a minimal water flux
The ground-water flow path from a repository to the accessible environment needs to present major barriers to the transport of radionuclides. Factors considered in evaluating the ground-water conditions include ground-water traveltimes and quality, confining beds, and earth materials favorable for retardation of radionuclides.
Ground-water velocities in the regions were calculated from estimated hydraulic properties of the rocks and gradients. Because site-specific data on hydraulic properties are not available, data from the literature were assembled and synthesized to obtain values for use in estimating ground-water velocities. Hydraulic conductivities for many rock types having granular and fracture permeability follow a log-normal distribution. Porosity for granular and very weathered crystalline rock tends to be normally distributed; porosity of fractured crystalline rock probably follows a log-normal distribution.
The tectonic setting needs to prevent an increase in radionuclides to the accessible environment. Data on historic seismicity and heat flow, Quaternary faults, volcanism, and uplift were used to assess the tectonic conditions. Long-term late Cenozoic rates of vertical crustal movement in the Basin and Range province range from less than 2 meters per 104 years to greater than 20 meters per 104 years. Shortterm rates of vertical movement may be more than an order of magnitude greater, based on geodetic leveling. Changes in tectonic and climatic processes may potentially cause changes in hydrologic conditions and geomorphology that could affect the integrity of a deep, mined repository either adversely or beneficially.
The transition from a full-glacial climate to the current interglacial condition has occurred within the past 15,000 years. Reconstructions of the last full-glacial climate indicate that, at that time, there was greater water availability for runoff and vegetation growth than there is now. Based on the increased water availability and depending on seasonal distribution of precipitation, on soil characteristics, on topography, and on other characteristics, ground-water recharge during the full-glacial climate is estimated to have been possibly 2 to 10 or more times the modern rate. During the full-glacial climate, more than 100 lakes occupied closed basins in the province. Any increase in ground-water recharge and refilling of Pleistocene lakes will tend to decrease the distance of ground-water flow and its time of travel. The unsaturated zone this zone is considered a potential host medium where the thickness is greater than 150 m will be decreased by these changes. In contrast, incision of streams and other geomorphic, tectonic, or climatically induced changes that lower the ground-water discharge level will tend to increase the thickness of the unsaturated zone. Aggradation in basinal troughs may either decrease or increase the thickness of the unsaturated zone. Aggradation in basins that causes the ground-water discharge level to rise will tend to decrease the thickness of unsaturated zone in the adjacent uplands; aggradation in basins where the ground-water discharge level remains the same or is lowered will increase the unsaturated thickness of basin fill.
Records show that, throughout late Cenozoic time in the Basin and Range province, continued vertical crustal movements have tended to maintain mountain ranges and closed basins, whereas aggradation of the basins and erosion of the mountain ranges have tended to decrease the topographic relief. Maximum rates of denudation for small basins in areas climatically similar to the Basin and Range province are about 2 meters per 104 years. For sites unaffected by stream incision and scarp retreat, a conservative estimate of erosion affecting long-term changes in depth of burial would appear to be 2 meters per 104 years, or, equal to the long-term rate of vertical crustal movement where greater than 2 meters per 104 years. The response of the ground-water conditions to climatic and geomorphically induced boundary conditions is significant from the points of: (1) The potential maximum change in the ground-water flow system; (2) the time of response of the ground-water system; and (3) the present state of the ground-water system as a result of past changes. Effects of longterm climatic and tectonic changes on hydrologic and geomorphic conditions differ from area to area, and rates of change of geomorphic and hydrologic conditions may vary significantly. Therefore, sitespecific studies need to be made to assess the long-term integrity of deep, mined repositories.
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