{"pageNumber":"1562","pageRowStart":"39025","pageSize":"25","recordCount":40783,"records":[{"id":8453,"text":"ofr78266 - 1978 - Five-day recorder seismic system","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr78266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-266","title":"Five-day recorder seismic system","docAbstract":"The 10-day recorder seismic system used by the USGS since 1965 has been modified substantially to improve its dynamic range and frequency response, to decrease its power consumption and physical complexity, and to make its recordings more compatible with other NCER systems to facilitate data processing. The principal changes include:\r\n\r\n 1. increasing tape speed from 15/160 ips to 15/80 ips (reducing running time from 10 days to 5 days with a 14' reel of 1 mil tape),\r\n\r\n 2. increasing the FM center frequency by a factor of 4, from 84.4 Hz to 337.6 Hz,\r\n\r\n 3. replacing the original amplifiers and FM modulators with new low-power units,\r\n\r\n 4. replacing the chronometer with a higher quality time code generator (with IRIG-C) to permit automation of data retrieval,\r\n\r\n 5. eliminating the amplifier/WWVB radio field case by incorporating these elements, along with the new TCG, in the weatherproof tape-recorder box,\r\n\r\n 6. reducing the power consumption of the motor-drive circuit by removal of a redundant component.\r\n\r\nIn the new system, the tape-recorder case houses all components except the seismometers, the WWVB antenna, the 70-amp-hour 12-VDC battery (which powers the system for 5 days), and the cables to connect these external elements to the recorder box.\r\n\r\nThe objectives of this report are:\r\n\r\n 1. to describe the new 5-day-recorder seismic system in terms of its constituent parts and their functions,\r\n\r\n 2. to describe modifications to parts of the original system that were retained and to document new or replacement components with appropriate circuit diagrams and constructional details,\r\n\r\n 3. to provide detailed instructions for the correct adjustment or alignment of the system in the laboratory, and\r\n\r\n 4. to provide detailed instructions for installing and operating the system in the field. ","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78266","usgsCitation":"Criley, E., Eaton, J.P., and Ellis, J., 1978, Five-day recorder seismic system: U.S. Geological Survey Open-File Report 78-266, 85 leaves :ill. ;28 cm.; (86 p. - PGS), https://doi.org/10.3133/ofr78266.","productDescription":"85 leaves :ill. ;28 cm.; (86 p. - PGS)","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"links":[{"id":117177,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_78_266.gif"},{"id":14390,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1978/0266/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5ede4c","contributors":{"authors":[{"text":"Criley, Ed","contributorId":30626,"corporation":false,"usgs":true,"family":"Criley","given":"Ed","email":"","affiliations":[],"preferred":false,"id":157746,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eaton, Jerry P.","contributorId":22341,"corporation":false,"usgs":true,"family":"Eaton","given":"Jerry","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":157745,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ellis, Jim","contributorId":12035,"corporation":false,"usgs":true,"family":"Ellis","given":"Jim","email":"","affiliations":[],"preferred":false,"id":157744,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":5895,"text":"pp1039 - 1978 - Postcrystalline deformation of the Pelona Schist bordering Leona Valley, southern California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:49","indexId":"pp1039","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"1039","title":"Postcrystalline deformation of the Pelona Schist bordering Leona Valley, southern California","docAbstract":"Detailed structural investigations in part of the Leona Valley segment of the San Andreas fault zone, 5-16 km west of Palm dale, focused on the postcrystalline deformation of the block of Mesozoic(?) Pelona Schist underlying Portal and Ritter Ridges. The early fabric of the schist is modified and in places obliterated by cataclasis along shear zones near the San Andreas fault and the Hitchbrook fault, a major west-striking branch of the San Andreas fault system. Anastomosing shear foliations, fabric elements of the postcrystalline deformation, intersect at small angles to one another and are generally vertical or steeply dipping to the north-northeast; they are subparallel to the Hitchbrook fault. Many of these shear foliations are nearly parallel to the compositional layering and schistosity, which commonly dip at moderately steep angles to the northwest. Folds in the shear foliation, commonly intrafolial, generally plunge at moderately steep angles to the north-northeast or are nearly vertical. Other folds, various in form, have axes parallel to the intersections of the early schistosity and the shear foliations and plunge in many other directions. \r\n\r\nFaults, roughly similar in orientation to the shear foliations, have orientations subparallel to large-scale structures and structural features in the Leona Valley area and in southern California: the San Andreas fault zone in Leona Valley, the Hitchbrook fault, the Garlock fault zone, steep northward-striking faults, the San Andreas fault zone north and south of the Transverse Ranges, and the generally northwest-dipping early compositional layering of the schist. \r\n\r\nSlickensides on some of the minor faults indicate that the latest movements on the steep faults are predominantly strike slip with indications of less common episodes of predominantly dip slip. The low-angle faults have oblique slip with a large dip component.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1039","usgsCitation":"Evans, J.G., 1978, Postcrystalline deformation of the Pelona Schist bordering Leona Valley, southern California: U.S. Geological Survey Professional Paper 1039, 17 p.; 1 plate in pocket, https://doi.org/10.3133/pp1039.","productDescription":"17 p.; 1 plate in pocket","costCenters":[],"links":[{"id":124881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1039/report-thumb.jpg"},{"id":32746,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1039/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32747,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1039/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c43b","contributors":{"authors":[{"text":"Evans, James George","contributorId":73578,"corporation":false,"usgs":true,"family":"Evans","given":"James","email":"","middleInitial":"George","affiliations":[],"preferred":false,"id":151761,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36859,"text":"fwsobs78_18 - 1978 - Stream channel modification in Hawaii. Part C: tolerance of native stream species to observed levels of environmental variability","interactions":[],"lastModifiedDate":"2012-02-02T00:09:39","indexId":"fwsobs78_18","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"78/18","title":"Stream channel modification in Hawaii. Part C: tolerance of native stream species to observed levels of environmental variability","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Hathaway, C., 1978, Stream channel modification in Hawaii. Part C: tolerance of native stream species to observed levels of environmental variability: FWS/OBS 78/18, pt. : ill.; 27 cm.","productDescription":"pt. : ill.; 27 cm.","costCenters":[],"links":[{"id":167061,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5213","contributors":{"authors":[{"text":"Hathaway, C.B.","contributorId":64947,"corporation":false,"usgs":true,"family":"Hathaway","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":217084,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3263,"text":"cir769 - 1978 - A theoretical basis for exploration for native copper in northern Wisconsin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"cir769","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"769","title":"A theoretical basis for exploration for native copper in northern Wisconsin","docAbstract":"Exploration for native copper in the Keweenawan lavas of northern Wisconsin has been concentrated in areas of relatively shallow overburden that have sparse to numerous outcrops. Lack of success of this exploration suggests that if large deposits, comparable to those of northern Michigan, are present, they are more likely to be found in one or more of the large tracts that have few, if any, exposures, away from the ' copper ranges. ' A hydrologic model that may explain the mineralization of the classic native-copper district of Michigan could be helpful in suggesting that certain covered tracts are more favorable than others, and in narrowing the targets for physical exploration within these tracts. This model involves updip migration of a hydrothermal fluid of metamorphic origin, formed when ground water contained in the interstices of lava flows and conglomerate beds was carried to great depth along the axis of the Lake Superior syncline. The largest reservoirs of such buried ground water would be expected in the peripheral rather than central parts of the basins in which the lavas originally accumulated because the ratio of porous fragmental flow tops and conglomerate beds to massive basalt should increase towards the margins of a basin. Thus, the areas most promising for copper deposits should be those updip from places where the trough of the later formed Lake Superior syncline crosses the marginal parts of a lava basin. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir769","usgsCitation":"White, W., 1978, A theoretical basis for exploration for native copper in northern Wisconsin: U.S. Geological Survey Circular 769, iii, 19 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir769.","productDescription":"iii, 19 p. :ill., maps ;26 cm.","numberOfPages":"21","costCenters":[],"links":[{"id":123904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1978/0769/report-thumb.jpg"},{"id":30257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1978/0769/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a56dc","contributors":{"authors":[{"text":"White, Walter S.","contributorId":34492,"corporation":false,"usgs":true,"family":"White","given":"Walter S.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":146538,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2612,"text":"wsp2050 - 1978 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","interactions":[{"subject":{"id":10891,"text":"ofr77276 - 1977 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","indexId":"ofr77276","publicationYear":"1977","noYear":false,"title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California"},"predicate":"SUPERSEDED_BY","object":{"id":2612,"text":"wsp2050 - 1978 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","indexId":"wsp2050","publicationYear":"1978","noYear":false,"title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp2050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"2050","title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","docAbstract":"This study investigated the use of a two-dimensional profile-oriented water-quality model for the simulation of head and water-quality changes through the saturated thickness of an aquifer. The profile model is able to simulate confined or unconfined aquifers with nonhomogeneous anisotropic hydraulic conductivity, nonhomogeneous specific storage and porosity, and nonuniform saturated thickness. An aquifer may be simulated under either steady or nonsteady flow conditions provided that the ground-water flow path along which the longitudinal axis of the model is oriented does not move in the aquifer during the simulation time period. The profile model parameters are more difficult to quantify than are the corresponding parameters for an areal-oriented water-fluality model. However, the sensitivity of the profile model to the parameters may be such that the normal error of parameter estimation will not preclude obtaining acceptable model results. Although the profile model has the advantage of being able to simulate vertical flow and water-quality changes in a single- or multiple-aquifer system, the types of problems to which it can be applied is limited by the requirements that (1) the ground-water flow path remain oriented along the longitudinal axis of the model and (2) any subsequent hydrologic factors to be evaluated using the model must be located along the land-surface trace of the model. Simulation of hypothetical ground-water management practices indicates that the profile model is applicable to problem-oriented studies and can provide quantitative results applicable to a variety of management practices. In particular, simulations of the movement and dissolved-solids concentration of a zone of degraded ground-water quality near Barstow, Calif., indicate that halting subsurface disposal of treated sewage effluent in conjunction with pumping a line of fully penetrating wells would be an effective means of controlling the movement of degraded ground water.","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp2050","usgsCitation":"Robson, S.G., 1978, Application of digital profile modeling techniques to ground-water solute transport at Barstow, California: U.S. Geological Survey Water Supply Paper 2050, iv, 28 p. :ill., maps (1 fold. in pocket) ;24 cm. --, https://doi.org/10.3133/wsp2050.","productDescription":"iv, 28 p. :ill., maps (1 fold. in pocket) ;24 cm. --","costCenters":[],"links":[{"id":138831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2050/report-thumb.jpg"},{"id":28899,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2050/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28900,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa40","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145493,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36880,"text":"fwsobs78_01 - 1978 - A guide to mathematical models used in steam electric power plant environmental impact assessment","interactions":[],"lastModifiedDate":"2012-02-02T00:09:39","indexId":"fwsobs78_01","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"78/01","title":"A guide to mathematical models used in steam electric power plant environmental impact assessment","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Bloom, S.G., Cornaby, B.W., and Martin, W.E., 1978, A guide to mathematical models used in steam electric power plant environmental impact assessment: FWS/OBS 78/01, ix, 153 p. : ill.; 27 cm.","productDescription":"ix, 153 p. : ill.; 27 cm.","costCenters":[],"links":[{"id":167313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae509","contributors":{"authors":[{"text":"Bloom, Sanford G.","contributorId":42273,"corporation":false,"usgs":true,"family":"Bloom","given":"Sanford","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":217116,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cornaby, Barney W.","contributorId":25222,"corporation":false,"usgs":true,"family":"Cornaby","given":"Barney","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":217115,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Martin, William E.","contributorId":86406,"corporation":false,"usgs":true,"family":"Martin","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":217117,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":6431,"text":"pp1044A - 1978 - The hydrothermal system of Long Valley Caldera, California","interactions":[{"subject":{"id":11262,"text":"ofr77347 - 1977 - The hydrothermal system of Long Valley Caldera, California","indexId":"ofr77347","publicationYear":"1977","noYear":false,"title":"The hydrothermal system of Long Valley Caldera, California"},"predicate":"SUPERSEDED_BY","object":{"id":6431,"text":"pp1044A - 1978 - The hydrothermal system of Long Valley Caldera, California","indexId":"pp1044A","publicationYear":"1978","noYear":false,"chapter":"A","title":"The hydrothermal system of Long Valley Caldera, California"},"id":1}],"lastModifiedDate":"2025-04-17T16:29:27.483672","indexId":"pp1044A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"1044","chapter":"A","title":"The hydrothermal system of Long Valley Caldera, California","docAbstract":"Long Valley caldera, an elliptical depression covering 450 km 2 on the eastern front of the Sierra Nevada in east-central California, contains a hot-water convection system with numerous hot springs and measured and estimated aquifer temperatures at depths of 180?C to 280?C. In this study we have synthesized the results of previous geologic, geophysical, geochemical, and hydrologic investigations of the Long Valley area to develop a generalized conceptual and mathematical model which describes the gross features of heat and fluid flow in the hydrothermal system. \r\n\r\nCenozoic volcanism in the Long Valley region began about 3.2 m.y. (million years) ago and has continued intermittently until the present time. The major event that resulted in the formation of the Long Valley caldera took place about 0.7 m.y. ago with the eruption of 600 km 3 or more of Bishop Tuff of Pleistocene age, a rhyolitic ash flow, and subsequent collapse of the roof of the magma chamber along one or more steeply inclined ring fractures. Subsequent intracaldera volcanism and uplift of the west-central part of the caldera floor formed a subcircular resurgent dome about 10 km in diameter surrounded by a moat containing rhyolitic, rhyodacitic, and basaltic rocks ranging in age from 0.5 to 0.05 m.y. \r\n\r\nOn the basis of gravity and seismic studies, we estimate an aver- age thickness of fill of 2.4 km above the precaldera granitic and metamorphic basement rocks. A continuous layer of densely welded Bishop Tuff overlies the basement rocks, with an average thickness of 1.4 km; the fill above the welded Bishop Tuff consists of intercalated volcanic flows and tuffs and fluvial and lacustrine deposits. Assuming the average grain density of the fill is between 2.45 and 2.65 g/cm 3 , we calculate the average bulk porosity of the total fill as from 0.11 to 0.21. Comparison of published values of porosity of the welded Bishop Tuff exposed southeast of the caldera with calculated values indicates average bulk porosity for the welded tuff (including fracture porosity) from 0.05 to 0.10. Because of its continuity and depth and the likelihood of significant fracture permeability in the more competent rocks such as the welded tuff, our model of the hydrothermal system assumes that the Bishop Tuff provides the principal hot-water reservoir. However, because very little direct information exists from drill holes below 300 m, this assumption must be considered tentative. \r\n\r\nLong Valley caldera is drained by the Owens River and several tributaries which flow into Lake Crowley in the southeast end of the caldera. Streamflow and springflow measurements for water years 1964-74 indicate a total inflow to Lake Crowley of about 10,900 L/s. In contrast, the total discharge of hot water from the hydrothermal reservoir is about 300 L/s. For modeling purposes, the ground-water system is considered as comprising a shallow subsystem in the fill above the densely welded Bishop Tuff containing relatively cold ground water, and a deep subsystem or hydrothermal reservoir in the welded tuff containing relatively hot ground water. Hydrologic, isotopic, and thermal data indicate that recharge to the hydrothermal reservoir occurs in the upper Owens River drainage basin along the western periphery of the caldera. Temperature profiles in a 2.11- km-deep test well drilled by private industry in the southeastern part of the caldera suggest that an additional flux of relatively cool ground water recharges the deep subsystem around the northeast rim. Flow in the shallow ground-water subsystem is neglected in the model except in recharge areas and along Hot Creek gorge, where approximately 80 percent of the hot-water discharge from the hydrothermal reservoir moves upward along faults toward springs in the gorge. \r\n\r\nHeat-flow data from the Long Valley region indicate that the resurgent dome overlies a residual magma chamber more circular in plan than the original magma chamber that supplied the Bishop Tuff","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1044A","usgsCitation":"Sorey, M., Lewis, R.E., and Olmsted, F.H., 1978, The hydrothermal system of Long Valley Caldera, California: U.S. Geological Survey Professional Paper 1044, Report: 60 p.; 1 Plate: 34.00 x 25.00 inches, https://doi.org/10.3133/pp1044A.","productDescription":"Report: 60 p.; 1 Plate: 34.00 x 25.00 inches","costCenters":[],"links":[{"id":33842,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1044a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104540,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4695.htm","linkFileType":{"id":5,"text":"html"},"description":"4695"},{"id":33841,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1044a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117933,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1044a/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Long Valley Caldera","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -119.0969,\n 37.7778\n ],\n [\n -119.0969,\n 37.5\n ],\n [\n -118.635,\n 37.5\n ],\n [\n -118.635,\n 37.7778\n ],\n [\n -119.0969,\n 37.7778\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64da25","contributors":{"authors":[{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":152712,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Robert Edward","contributorId":73595,"corporation":false,"usgs":true,"family":"Lewis","given":"Robert","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":152713,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":152711,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9496,"text":"ofr78313 - 1978 - Suspended-sediment transport in the Big Eau Pleine River Basin, central Wisconsin","interactions":[],"lastModifiedDate":"2015-10-08T14:38:17","indexId":"ofr78313","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-313","title":"Suspended-sediment transport in the Big Eau Pleine River Basin, central Wisconsin","docAbstract":"

Suspended-sediment yields in the Big Eau Pleine River basin are low to moderate in comparison with other drainage basins in Wisconsin. Average annual yield in the Big Eau Pleine River near Stratford is 32.tons per square mile, with an annual yield ranging from 1.0 to 64 tons per square mile. Fenwood Creek at Bradley and Freeman Creek at Halder, two smaller tributary basins, have average annual yields of 3.3 and 7.9 tons per square mile, respectively. Suspended-sediment concentrations in the basin ranged from 0 to 960 milligrams per liter, with a median concentration at the Stratford site of 13 milligrams per liter. Ninety percent of the material transported by the streams of the Big Eau Pleine basin is finer than sand and is made up of about equal percentages of silt and clay.

\n

A l3-year average of about 9,400 tons per year of suspended sediment is transported to the Big Eau Pleine Reservoir by streamflow and overland flow, whereas about 2,500 tons per year leaves the reservoir in its outflow. Considering only sediment inflow and outflow by streamflow and overland flow, and assuming the 2,500 tons per year is approximately the long-term average, the reservoir trap efficiency would be greater than 70 percent. The actual trap efficiency of the Big Eau Pleine Reservoir probably is somewhat higher than 70 percent because bedload transport of the streams and sediment inflow from shoreline erosion were not measured.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78313","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Hindall, S.M., 1978, Suspended-sediment transport in the Big Eau Pleine River Basin, central Wisconsin: U.S. Geological Survey Open-File Report 78-313, iv, 12 p., https://doi.org/10.3133/ofr78313.","productDescription":"iv, 12 p.","numberOfPages":"16","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":141847,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0313/report-thumb.jpg"},{"id":37203,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0313/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Clark County, Marathon County, Taylor County","otherGeospatial":"Big Eau Pleine River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-90.3163,44.6852],[-90.3165,44.5989],[-90.3161,44.5127],[-90.3163,44.4247],[-90.4366,44.4226],[-90.5587,44.4221],[-90.6803,44.4225],[-90.8025,44.4227],[-90.8022,44.5093],[-90.9233,44.5099],[-90.9225,44.5961],[-90.9218,44.6833],[-90.9214,44.7558],[-90.9217,44.7704],[-90.9222,44.8576],[-90.9228,44.9443],[-90.9231,44.9913],[-90.9227,45.0311],[-90.924,45.0603],[-90.9226,45.1192],[-90.9271,45.1192],[-90.9257,45.2055],[-90.925,45.2919],[-90.9256,45.3796],[-90.8503,45.3781],[-90.823,45.3783],[-90.8022,45.3781],[-90.7017,45.3781],[-90.679,45.3778],[-90.5557,45.3775],[-90.4318,45.377],[-90.3533,45.3794],[-90.2904,45.3807],[-90.1671,45.3818],[-90.0419,45.3819],[-90.0464,45.2951],[-90.0465,45.2371],[-90.045,45.2083],[-90.0437,45.1206],[-90.0094,45.1198],[-89.9648,45.12],[-89.9202,45.1201],[-89.8439,45.1199],[-89.7968,45.12],[-89.7263,45.1197],[-89.6727,45.1198],[-89.6106,45.1198],[-89.5499,45.1199],[-89.4917,45.1194],[-89.4258,45.1189],[-89.3457,45.1184],[-89.3024,45.1184],[-89.2242,45.1187],[-89.2239,45.0297],[-89.2236,44.9429],[-89.224,44.8562],[-89.2243,44.769],[-89.2245,44.7161],[-89.2234,44.6814],[-89.346,44.6812],[-89.4899,44.6858],[-89.608,44.6853],[-89.7268,44.6852],[-89.8449,44.6849],[-89.9644,44.685],[-90.0793,44.685],[-90.1981,44.6854],[-90.3163,44.6852]]]},\"properties\":{\"name\":\"Clark\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ebde","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":159787,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8225,"text":"ofr78320 - 1978 - Eolian sand and interbedded organic horizons at Kealok Creek on the Arctic Coastal Plain of Alaska: possible regional implications","interactions":[],"lastModifiedDate":"2023-08-18T19:24:01.902152","indexId":"ofr78320","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-320","title":"Eolian sand and interbedded organic horizons at Kealok Creek on the Arctic Coastal Plain of Alaska: possible regional implications","docAbstract":"

Eolian sand has long been recognized as a widespread but minor facies of supposedly dominantly marine sediments of the Gubik Formation of the Arctic Coastal Plain (Smith and Mertie, 1930; Black, 1951 and 1964; O'Sullivan, 1961). Descriptions of eolian landforms of the coastal plain have been published by several authors, including Black (1951), Rickert and Tedrow (1967), and Walker (1967 and 1973). Many of the dunes discussed by these authors are associated with modern floodplains. Black (1951), however, outlined an area of stabilized longitudinal, parabolic, and multicyclic dunes occurring over an area of 12,950 sq km west of the Colville River, which includes the area discussed in this report. Black (1951, p. 93) characterized the dunes as being most abundant on crests of ridges and other topographic irregularities, and pointed out that they are commonly associated with the cut banks of large lakes and streams. He described the longitudinal dunes as generally less than 1,000 m long, but as much as 2,500 m in length and stated that they \"...appear to be only a few feet thick, although some may be as much as 10 to 20 feet thick.\" Field investigations during the summer of 1977 on the Arctic Coastal Plain (Williams and others, 1977) disclosed that, over at least a portion of this area, the ridges upon which the small dunes described by Black are superimposed, and the cut banks associated with the dunes, consist of eolian deposits that comprise the major part of the Gubik Formation.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78320","usgsCitation":"Carter, L.D., and Robinson, S., 1978, Eolian sand and interbedded organic horizons at Kealok Creek on the Arctic Coastal Plain of Alaska: possible regional implications: U.S. Geological Survey Open-File Report 78-320, 26 p., https://doi.org/10.3133/ofr78320.","productDescription":"26 p.","costCenters":[],"links":[{"id":419939,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0320/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141350,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0320/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Arctic Coastal Plain, Kealok Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -154.87451671608443,\n 71.08867605115762\n ],\n [\n -154.87451671608443,\n 70.23422213524944\n ],\n [\n -151.3603994579238,\n 70.23422213524944\n ],\n [\n -151.3603994579238,\n 71.08867605115762\n ],\n [\n -154.87451671608443,\n 71.08867605115762\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db60213c","contributors":{"authors":[{"text":"Carter, L. David","contributorId":16827,"corporation":false,"usgs":true,"family":"Carter","given":"L.","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":157371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, S.W.","contributorId":30985,"corporation":false,"usgs":true,"family":"Robinson","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":157372,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44086,"text":"ofr78265 - 1978 - Susceptibility of coastal plain aquifers to contamination, Fairfax County, Virginia; a computer composite map","interactions":[],"lastModifiedDate":"2012-02-02T00:10:27","indexId":"ofr78265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-265","title":"Susceptibility of coastal plain aquifers to contamination, Fairfax County, Virginia; a computer composite map","docAbstract":"A map is presented that classifies the Coastal Plain of Fairfax County, Virginia according to the susceptibility of the principal sand aquifers to contamination from surface sources. The following classification is used: (1) areas where leachate can readily enter the principal sand aquifers, (2) areas offering great natural protection against migration of leachate into the aquifers, and, (3) areas where the contamination risk is uncertain and onsite investigations are needed. Approximately 20 percent of the area is in the high-risk category. The map is computer generated and was made by combining four source maps depicting those hydrogeologic factors related to movement of contaminants into the aquifers. These factors are (1) lithologic character of the upper 25 feet of sediments, (2) clay thickness above uppermost sand aquifer, (3) hydraulic gradient direction and head difference between water table and artesian head in principal aquifer, and (4) areal occurrence of moderate to high transmissiviry aquifers. The map is designed to be used by planners with little or no earth-science background, however, a technical discussion for hydrologists and geologists is also provided. (Woodard-USGS)","language":"ENGLISH","doi":"10.3133/ofr78265","usgsCitation":"Johnston, R.H., and Van Driel, J.N., 1978, Susceptibility of coastal plain aquifers to contamination, Fairfax County, Virginia; a computer composite map: U.S. Geological Survey Open-File Report 78-265, 1 map., https://doi.org/10.3133/ofr78265.","productDescription":"1 map.","costCenters":[],"links":[{"id":172898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81478,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0265/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688096","contributors":{"authors":[{"text":"Johnston, Richard H.","contributorId":95860,"corporation":false,"usgs":true,"family":"Johnston","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":229134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Driel, J. Nicholas","contributorId":80688,"corporation":false,"usgs":true,"family":"Van Driel","given":"J.","email":"","middleInitial":"Nicholas","affiliations":[],"preferred":false,"id":229133,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":23554,"text":"ofr78356 - 1978 - Linear ground-water flow, flood-wave response program for programmable calculators","interactions":[],"lastModifiedDate":"2012-02-02T00:08:09","indexId":"ofr78356","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-356","title":"Linear ground-water flow, flood-wave response program for programmable calculators","docAbstract":"Two programs are documented which solve a discretized analytical equation derived to determine head changes at a point in a one-dimensional ground-water flow system. The programs, written for programmable calculators, are in widely divergent but commonly encountered languages and serve to illustrate the adaptability of the linear model to use in situations where access to true computers is not possible or economical. The analytical method assumes a semi-infinite aquifer which is uniform in thickness and hydrologic characteristics, bounded on one side by an impermeable barrier and on the other parallel side by a fully penetrating stream in complete hydraulic connection with the aquifer. Ground-water heads may be calculated for points along a line which is perpendicular to the impermeable barrie and the fully penetrating stream. Head changes at the observation point are dependent on (1) the distance between that point and the impermeable barrier, (2) the distance between the line of stress (the stream) and the impermeable barrier, (3) aquifer diffusivity, (4) time, and (5) head changes along the line of stress. The primary application of the programs is to determine aquifer diffusivity by the flood-wave response technique. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78356","issn":"0094-9140","usgsCitation":"Kernodle, J.M., 1978, Linear ground-water flow, flood-wave response program for programmable calculators: U.S. Geological Survey Open-File Report 78-356, iv, 69 p. :ill. ;27 cm., https://doi.org/10.3133/ofr78356.","productDescription":"iv, 69 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":113011,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0356/report.pdf","size":"1974","linkFileType":{"id":1,"text":"pdf"}},{"id":156522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0356/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d41","contributors":{"authors":[{"text":"Kernodle, John Michael","contributorId":99171,"corporation":false,"usgs":true,"family":"Kernodle","given":"John","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":190308,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9547,"text":"ofr78368 - 1978 - Sonobuoy refraction data near Kodiak, Alaska","interactions":[],"lastModifiedDate":"2023-11-21T22:44:38.054259","indexId":"ofr78368","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-368","title":"Sonobuoy refraction data near Kodiak, Alaska","docAbstract":"

A total of 88 unreversed sonobuoy refraction lines were shot over the continental shelf and slope near Kodiak, Alaska, in 1976 and 1977. Useful results were obtained from 59 of these attempts. The field measurements were carried out aboard the USGS research vessel SAMUEL P. LEE. The refraction lines were concentrated in three major areas: (1) the outer continental shelf from Portlock Bank to Chirikof Island; (2) Shelikof Strait; and (3) the continental slope between Kodiak Seamount and Portlock Bank.

Sound sources used during the refraction survey included 1326 and 2501 cubic inch air gun arrays, and a 160 kilojoule arcer. Most of the sonobuoys employed were U. S. Navy SSQ-41A and SSQ-41B models; a few commercial buoys (Refraction Technology and Fairfield Industries) were also used. Line lengths ranged from 5 to 30 km, and maximum subbottom penegration was 5.1 km.

The field data were recorded on magnetic tape as well as a conventional facsimile recorder. Data reduction was accomplished using the slope-intercept method with the assumption of plane layers. A computer program was used to calculate interval velocities, thicknesses, reflection times, and critical distances for each of the refracting layers; the program also generated a travel time plot showing refracted arrivals as well as wide angle reflections associated with each of the interfaces.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78368","usgsCitation":"Holmes, M.L., Meeder, C.A., and Creager, K.C., 1978, Sonobuoy refraction data near Kodiak, Alaska: U.S. Geological Survey Open-File Report 78-368, i, 9 p., https://doi.org/10.3133/ofr78368.","productDescription":"i, 9 p.","costCenters":[],"links":[{"id":422803,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0368/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141662,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0368/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Kodiak","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -152.43737727965075,\n 57.79815238959543\n ],\n [\n -152.43737727965075,\n 57.777530805618085\n ],\n [\n -152.37105910809015,\n 57.777530805618085\n ],\n [\n -152.37105910809015,\n 57.79815238959543\n ],\n [\n -152.43737727965075,\n 57.79815238959543\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e77cd","contributors":{"authors":[{"text":"Holmes, Mark L.","contributorId":17229,"corporation":false,"usgs":true,"family":"Holmes","given":"Mark","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meeder, Charles A.","contributorId":19950,"corporation":false,"usgs":true,"family":"Meeder","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":159870,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Creager, Kenneth Clark","contributorId":61037,"corporation":false,"usgs":true,"family":"Creager","given":"Kenneth","email":"","middleInitial":"Clark","affiliations":[],"preferred":false,"id":159871,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":19629,"text":"ofr77732 - 1978 - Hydrologic data for North Creek, Trinity River basin, Texas, 1976","interactions":[],"lastModifiedDate":"2021-09-17T20:01:27.763994","indexId":"ofr77732","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-732","title":"Hydrologic data for North Creek, Trinity River basin, Texas, 1976","docAbstract":"

The U.S. Soil Conservation Service is actively engaged in the installation of flood- and soil-erosion reducing structures in Texas under the authority of \"The Flood Control Act of 1936 and 1944\" and Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The Soil Conservation Service has found that approximately 3,500 floodwater-retarding structures would be physically and economically feasible in Texas. As of September 30, 1976, 1,673 (corrected figure) of these structures had been built.

This watershed-development program will have varying but important effects on surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff.

During the period 1951-62, the U.S. Geological Survey began hydrologic investigations in 12 small watersheds (fig. 1). As of Sept. 30, 1976, data collection in ten of these study areas has been completed and is now in progress in the remaining two. These studies are being made in cooperation with the Texas Water Development Board, the Soil Conservation Service, the San Antonio River Authority, the city of Dallas, and the Tarrant County Control and Improvement District No. 1. The 12 study areas were chosen to sample watersheds having different rainfall, topography, geology, and soils. In five of the study areas (North, Little Elm, Mukewater, Little Pond-North Elm, and Pin Oak Creeks), streamflow and rainfall records were collected prior to construction of the floodwater-retarding structures, thus affording the opportunity for analyses of the conditions \"before and after\" development. A summary of the development of the floodwater-retarding structures in each study area as of Sept. 30, 1976, is shown in table 1.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr77732","collaboration":"Prepared in cooperation with Tarrant County Water Control and Improvement District No. 1, the Soil Conservation Service, and the Texas Department of Water Resources","usgsCitation":"Kidwell, C., 1978, Hydrologic data for North Creek, Trinity River basin, Texas, 1976: U.S. Geological Survey Open-File Report 77-732, 42 p., https://doi.org/10.3133/ofr77732.","productDescription":"42 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":389447,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0732/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"North Creek, Trinity River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.42033386230469,\n 33.16801930648876\n ],\n [\n -98.250732421875,\n 33.16801930648876\n ],\n [\n -98.250732421875,\n 33.28519397154413\n ],\n [\n -98.42033386230469,\n 33.28519397154413\n ],\n [\n -98.42033386230469,\n 33.16801930648876\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed50","contributors":{"authors":[{"text":"Kidwell, C.C.","contributorId":54998,"corporation":false,"usgs":true,"family":"Kidwell","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":181238,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30195,"text":"wri7796 - 1978 - Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida","interactions":[],"lastModifiedDate":"2019-07-23T11:24:56","indexId":"wri7796","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-96","title":"Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida","docAbstract":"The sand-and-gravel aquifer is the only freshwater aquifer in southern Escambia County, Fla. Problems related to the development of the aquifer include sustained yield, contamination, and saltwater intrusion. A digital model was applied to the sand-and-gravel aquifer in central and southern Escambia County treating the aquifer 's 'main producing zone ' as a discrete, leaky, confined aquifer. Under conditions of no pumping, most values for the final-head matrix agreed with assumed values within 4 feet in the area of principal interest. Discharge per unit land area was 1.04 cubic feet per second per square mile, in close agreement with the base runoff streams maintained by the aquifer. Total natural aquifer discharge within the area of principal interest determined by the model was 159 million gallons per day. The applicability of the present non-unique calibration for predicting the effects of pumping is questionable; a multilayered model may be required. Effluent infiltrating from holding lagoons for spray irrigation at the Scenic Hills Sewage Plant may have affected the quality of local perched ground water in the sand-and-gravel aquifer. Observation wells drilled near areas of heavy pumping around Bayou Chico indicated no saltwater intrusion. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7796","usgsCitation":"Trapp, H., 1978, Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-96, iv, 57 p. , https://doi.org/10.3133/wri7796.","productDescription":"iv, 57 p. ","costCenters":[],"links":[{"id":365848,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0096/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Pensacola","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.4072265625,\n 30.306503259848835\n ],\n [\n -87.08862304687499,\n 30.306503259848835\n ],\n [\n -87.08862304687499,\n 30.56226095049944\n ],\n [\n -87.4072265625,\n 30.56226095049944\n ],\n [\n -87.4072265625,\n 30.306503259848835\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673397","contributors":{"authors":[{"text":"Trapp, Henry Jr.","contributorId":6034,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202842,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6490,"text":"pp1053 - 1978 - Potential effects of deep-well waste disposal in western New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:56","indexId":"pp1053","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"1053","title":"Potential effects of deep-well waste disposal in western New York","docAbstract":"Mathematical and laboratory models were used to observe, respectively, the hydraulic and chemical reactions that may take place during proposed injection of a highly acidic, iron-rich waste pickle liquor into a deep waste-disposal well in western New York. Field temperature and pressure conditions were simulated in the tests. Hydraulic pressure in the middle stages of the initial (1968) injection test had probably hydraulically fractured the Cambrian sandstone-dolomite formation adjacent to the borehole. Transmissivity of the formation is 13 feet squared per day. The proposed rate of injection (72,000 gallons per day) of waste pickle liquor would approach a wellhead pressure of 600 pounds per square inch in about a year. Hydraulic fracturing would reoccur at about 580 pounds per square inch. The measurable cone of influence would extend about 22 miles after injection for 1 year. Chemical reactions between acidic wastes and brine-saturated dolomite would create precipitates that would drastically reduce the permeability of the unfractured part of the dolomite. Nondolomitic sandstone permeability would not be affected by chemical reactions, but the pores might be plugged by the iron-bearing waste. The digital model can be used for qualitative predictions on a regional scale. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1053","usgsCitation":"Waller, R.M., Turk, J.T., and Dingman, R.J., 1978, Potential effects of deep-well waste disposal in western New York: U.S. Geological Survey Professional Paper 1053, 39 p., https://doi.org/10.3133/pp1053.","productDescription":"39 p.","costCenters":[],"links":[{"id":123502,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1053/report-thumb.jpg"},{"id":33940,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1053/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a49b3","contributors":{"authors":[{"text":"Waller, Roger Milton","contributorId":22320,"corporation":false,"usgs":true,"family":"Waller","given":"Roger","email":"","middleInitial":"Milton","affiliations":[],"preferred":false,"id":152812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turk, John T.","contributorId":53363,"corporation":false,"usgs":true,"family":"Turk","given":"John","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":152813,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dingman, Robert James","contributorId":60190,"corporation":false,"usgs":true,"family":"Dingman","given":"Robert","email":"","middleInitial":"James","affiliations":[],"preferred":false,"id":152814,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30804,"text":"ofr781002 - 1978 - Mineral resources of the Charles Sheldon wilderness study area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon","interactions":[{"subject":{"id":30804,"text":"ofr781002 - 1978 - Mineral resources of the Charles Sheldon wilderness study area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon","indexId":"ofr781002","publicationYear":"1978","noYear":false,"title":"Mineral resources of the Charles Sheldon wilderness study area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":33363,"text":"b1538 - 1984 - Mineral resources of the Charles Sheldon Wilderness Study Area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon","indexId":"b1538","publicationYear":"1984","noYear":false,"title":"Mineral resources of the Charles Sheldon Wilderness Study Area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon"},"id":1}],"supersededBy":{"id":33363,"text":"b1538 - 1984 - Mineral resources of the Charles Sheldon Wilderness Study Area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon","indexId":"b1538","publicationYear":"1984","noYear":false,"title":"Mineral resources of the Charles Sheldon Wilderness Study Area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon"},"lastModifiedDate":"2023-01-27T21:36:44.563081","indexId":"ofr781002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-1002","title":"Mineral resources of the Charles Sheldon wilderness study area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon","docAbstract":"

A mineral survey of the Charles Sheldon wilderness study area, located in Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon was conducted in 1974 and 1975 (fig. 1A, 1B, 1C). The mineral resource potential was evaluated by geological, geochemical, and geophysical studies by the U.S. Geological Survey, and by the examination of mines, prospects, and other mineralized localities by the U.S. Bureau of Mines. The investigation identified several areas of significant mineral potential within the study area which includes the Charles Sheldon Antelope Range and the Sheldon National Antelope Refuge (fig. 1B). The Virgin Valley area contains reserves of precious opal, small quantities of decorative building stone, and low-grade uranium resources. The investigation indicates that there are several areas of potential for the discovery at depth of mercury and for base and complex precious metal sulfide deposits within the study area. Reservoir temperatures, estimated from the analysis of thermal springs, suggest that the area has low-to-moderate potential for geothermal resources. The potential for oil, gas, or coal is very low.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr781002","usgsCitation":"Cathrall, J.B., Greene, R.C., Plouff, D., Siems, D.F., Crenshaw, G.L., Cooley, E., Techek, E., Johnson, F., and Conyac, M., 1978, Mineral resources of the Charles Sheldon wilderness study area, Humboldt and Washoe Counties, Nevada, and Lake and Harney Counties, Oregon: U.S. Geological Survey Open-File Report 78-1002, Report: xi, 145 p.; 5 Plates: 37.28 x 40.52 inches or smaller, https://doi.org/10.3133/ofr781002.","productDescription":"Report: xi, 145 p.; 5 Plates: 37.28 x 40.52 inches or smaller","costCenters":[],"links":[{"id":412415,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/1002/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412414,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/1002/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412413,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/1002/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412412,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/1002/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412411,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/1002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412416,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/1002/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160824,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/1002/report-thumb.jpg"}],"country":"United States","state":"Nevada, Oregon","county":"Lake County, Harney County, Humboldt County, Washoe County","otherGeospatial":"Charles Sheldon wilderness study area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.75,\n 41.5\n ],\n [\n -118.661,\n 41.5\n ],\n [\n -118.661,\n 42.033\n ],\n [\n -119.75,\n 42.033\n ],\n [\n -119.75,\n 41.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b07e4b07f02db69adfb","contributors":{"authors":[{"text":"Cathrall, John B.","contributorId":26668,"corporation":false,"usgs":true,"family":"Cathrall","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":203988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Greene, R. C.","contributorId":88347,"corporation":false,"usgs":true,"family":"Greene","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203993,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plouff, Donald","contributorId":94657,"corporation":false,"usgs":true,"family":"Plouff","given":"Donald","email":"","affiliations":[],"preferred":false,"id":203994,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Siems, D. F.","contributorId":101239,"corporation":false,"usgs":true,"family":"Siems","given":"D.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203996,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Crenshaw, G. L.","contributorId":79851,"corporation":false,"usgs":true,"family":"Crenshaw","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":203991,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Cooley, E.F.","contributorId":83072,"corporation":false,"usgs":true,"family":"Cooley","given":"E.F.","email":"","affiliations":[],"preferred":false,"id":203992,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Techek, E.T.","contributorId":40852,"corporation":false,"usgs":true,"family":"Techek","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":203989,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Johnson, F.J.","contributorId":77791,"corporation":false,"usgs":true,"family":"Johnson","given":"F.J.","email":"","affiliations":[],"preferred":false,"id":203990,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Conyac, M. D.","contributorId":94667,"corporation":false,"usgs":true,"family":"Conyac","given":"M. D.","affiliations":[],"preferred":false,"id":203995,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}} ,{"id":28419,"text":"wri7875 - 1978 - Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado","interactions":[],"lastModifiedDate":"2018-11-14T10:12:14","indexId":"wri7875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-75","title":"Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado","docAbstract":"

The need for accurate information regarding the transit losses and traveltimes associated with releases from Pueblo Reservoir has been stimulated by construction of the U.S. Bureau of Reclamation's Fryingpan-Arkansas Project and a proposed winter-water storage program in Pueblo Reservoir. To meet this need, the U.S. Geological Survey, in cooperation with the Southeastern Colorado Water Conservancy District, studied the Arkansas River from Pueblo Reservoir to John Martin Reservoir, a distance of 142 river miles.

The volumes of reservoir releases are decreased or delayed during tran-sit by bank storage, channel storage, and evaporation. Results from a com-puter model, calibrated by a controlled-test release from Pueblo Reservoir, indicate transit losses are greatest for small releases of short duration that are made during periods of low antecedent streamflow. For equivalent releases, transit losses during the winter are about 7 percent less than losses during the summer.

Based on available streamflow records, the traveltime of reservoir releases in the study reach ranges from about 1.67 hours per mile at the downstream end of the study reach when antecedent streamflow is 10 cubic feet per second, to about 0.146 hour per mile at the upstream end of the study reach when antecedent streamflow is 3,000 cubic feet per second. Consequently, the traveltime of a release increases as antecedent streamflow diminishes.

Management practices that may be used to benefit water users in the study area include selection of the optimum time, rate, and duration of a reservoir release to minimize the transit losses, determination of an accurate traveltime, and diversion at several incremental rates.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7875","usgsCitation":"Livingston, R.K., 1978, Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado: U.S. Geological Survey Water-Resources Investigations Report 78-75, iv, 30 p., https://doi.org/10.3133/wri7875.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":159083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0075/report-thumb.jpg"},{"id":359413,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Arkansas River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.732666015625,\n 37.9051994823157\n ],\n [\n -102.7606201171875,\n 37.9051994823157\n ],\n [\n -102.7606201171875,\n 38.324420427006544\n ],\n [\n -104.732666015625,\n 38.324420427006544\n ],\n [\n -104.732666015625,\n 37.9051994823157\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f129c","contributors":{"authors":[{"text":"Livingston, Russell K.","contributorId":69582,"corporation":false,"usgs":true,"family":"Livingston","given":"Russell","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":199763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36789,"text":"fwsobs78_90 - 1978 - An empirical transport model for evaluating entrainment of aquatic organisms by power plants","interactions":[],"lastModifiedDate":"2012-02-02T00:09:56","indexId":"fwsobs78_90","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"78/90","title":"An empirical transport model for evaluating entrainment of aquatic organisms by power plants","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Boreman, J., Goodyear, C.P., and Christensen, S.W., 1978, An empirical transport model for evaluating entrainment of aquatic organisms by power plants: FWS/OBS 78/90, xiii, 67 p. : ill.; 27 cm.","productDescription":"xiii, 67 p. : ill.; 27 cm.","costCenters":[],"links":[{"id":165540,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684a99","contributors":{"authors":[{"text":"Boreman, John","contributorId":83979,"corporation":false,"usgs":true,"family":"Boreman","given":"John","email":"","affiliations":[],"preferred":false,"id":216945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodyear, C. Phillip","contributorId":76803,"corporation":false,"usgs":true,"family":"Goodyear","given":"C.","email":"","middleInitial":"Phillip","affiliations":[],"preferred":false,"id":216944,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Christensen, Sigurd W.","contributorId":94155,"corporation":false,"usgs":true,"family":"Christensen","given":"Sigurd","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":216946,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10249,"text":"ofr7899 - 1978 - Model analysis of the impact on ground-water conditions of the Muskegon County wastewater disposal system, Michigan","interactions":[],"lastModifiedDate":"2023-02-10T16:37:46.773371","indexId":"ofr7899","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-99","title":"Model analysis of the impact on ground-water conditions of the Muskegon County wastewater disposal system, Michigan","docAbstract":"

A digital model was developed to study the impact on ground-water conditions of the Muskegon County wastewater disposal system. At the disposal site, wastewater is stored in two 850-acre (344-ha) lagoons and then spray-irrigated on crop land. About 70 miles (105 km) of drainage tile, which underlies the irrigated land, has caused the water table to be lowered substantially. The decline in water levels has been partially offset by irrigation and leakage from the lagoons; at some places the water table is higher than it was prior to construction. Predictive simulations by the model were used to study the effects of varying tile drainage, amount of irrigation water applied, lagoon leakage, and natural ground-water recharge. If the effectiveness of the tile to collect drainage is reduced by 75 percent, large areas within the wastewater site would become waterlogged. However, the effect outside of the wastewater site would be negligible.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7899","collaboration":"Prepared in cooperation with the Geology Division, Michigan Department of Natural Resources","usgsCitation":"McDonald, M.G., and Fleck, W.B., 1978, Model analysis of the impact on ground-water conditions of the Muskegon County wastewater disposal system, Michigan: U.S. Geological Survey Open-File Report 78-99, iv, 63 p., https://doi.org/10.3133/ofr7899.","productDescription":"iv, 63 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":412958,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143091,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0099/report-thumb.jpg"}],"country":"United States","state":"Michigan","county":"Muskegon County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.09264373779297,\n 43.21593563039921\n ],\n [\n -86.09264373779297,\n 43.292200750082785\n ],\n [\n -85.98518371582031,\n 43.292200750082785\n ],\n [\n -85.98518371582031,\n 43.21593563039921\n ],\n [\n -86.09264373779297,\n 43.21593563039921\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fdd6","contributors":{"authors":[{"text":"McDonald, Michael G.","contributorId":47352,"corporation":false,"usgs":true,"family":"McDonald","given":"Michael","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":161076,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fleck, William B.","contributorId":17587,"corporation":false,"usgs":true,"family":"Fleck","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":161075,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20762,"text":"ofr78176 - 1978 - Recent and projected changes in Dead Sea level and effects on mineral production from the sea","interactions":[],"lastModifiedDate":"2022-09-23T20:25:47.485204","indexId":"ofr78176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-176","title":"Recent and projected changes in Dead Sea level and effects on mineral production from the sea","docAbstract":"

Hydrologic data for the Dead Sea area were reviewed to assess the probable magnitude and rate of change of the water level of the Dead Sea. Historical average annual Dead Sea levels range from a minimum of 399.4 meters below sea level in about 1818 to a maximum of 388.6 meters below in 1896. Present levels are rapidly approaching the historical low. There is a close correlation between Dead Sea level and accumulated departure from the mean of long-term rainfall except for the most recent period since 1964. During that period rainfall has been near the long-term average but water levels have continued to decline, in part due to abstractions for irrigation in the Jordan River basin.

The dissolved-solids concentration of Dead Sea water presently is approximately 322,000 milligrams per liter and is generally well mixed throughout. This concentration is at the saturation level, resulting in continuous precipitation of some salts. The increase in dissolved solids to the present high concentration has resulted in an evaporation rate less than that estimated in previous reports. Evaporation rate from the North Basin is estimated at 1,310 millimeters per year at present. The evaporation rate from the South Basin was not estimated due to extensive existing or planned modifications for mineral production facilities.

Water budget computations were performed at various inflow rates in order to project water-level changes for 50 years. Computations assumed closure of the South Basin by existing and proposed mineral extraction facilities. The projected 50-year changes ranged from a decline of 51 meters with no inflow from any sources to a rise of 10.2 meters when average annual inflow from the Jordan River was 750 cubic hectometers. An average annual inflow to the Sea of 900 cubic hectometers from all sources is required to stabilize the Sea at the present level. Principal impact of declining water levels on proposed potash production facilities in Jordan would be an increase in power requirements.

A cursory review of a proposed plan to divert water from the Mediterranean Sea into the Dead Sea to generate electric power and stabilize water levels indicates a very limited impact on chemical, physical, and ecological characteristics of the Dead Sea in the near future. Water-budget computations indicate that if all but 200 cubic hectometers of tributaries' waters were utilized for irrigation and other purposes, a maximum diversion of 700 cubic hectometers per year into the Dead Sea would be possible without significantly raising long-term average water levels.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78176","collaboration":"Prepared in cooperation with the U.S. Agency for International Development","usgsCitation":"Sauer, S.P., 1978, Recent and projected changes in Dead Sea level and effects on mineral production from the sea: U.S. Geological Survey Open-File Report 78-176, iv, 43 p., https://doi.org/10.3133/ofr78176.","productDescription":"iv, 43 p.","costCenters":[],"links":[{"id":407296,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0176/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152623,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0176/report-thumb.jpg"}],"country":"Israel, Jordan, West Bank","otherGeospatial":"Dead Sea","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 35.36773681640625,\n 30.954057859276126\n ],\n [\n 35.6011962890625,\n 30.954057859276126\n ],\n [\n 35.6011962890625,\n 31.826231907142883\n ],\n [\n 35.36773681640625,\n 31.826231907142883\n ],\n [\n 35.36773681640625,\n 30.954057859276126\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db6485a7","contributors":{"authors":[{"text":"Sauer, Stanley P.","contributorId":38966,"corporation":false,"usgs":true,"family":"Sauer","given":"Stanley","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":183201,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27400,"text":"wri77128 - 1978 - Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","interactions":[],"lastModifiedDate":"2015-10-21T10:05:26","indexId":"wri77128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-128","title":"Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","docAbstract":"

The reaeration capacity of the Rock River from Lake Koshkonong, Wisconsin, to Rockton, Illinois, was determined using the energy-dissipation model. The model was calibrated using data from radioactive-tracer measurements in the study reach. Reaeration coefficients (K2) were computed for the annual minimum 7-day mean discharge that occurs on the average of once in 10 years (Q7,10). A time-of-travel model was developed using river discharge, slope, and velocity data from three dye studies. The model was used to estimate traveltime for the Q7,10 for use in the energy-dissipation model. During one radiotracer study, 17 mile per hour winds apparently increased the reaeration coefficient about 40 times. (Woodard-USGS)

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77128","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Grant, R.S., 1978, Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois: U.S. Geological Survey Water-Resources Investigations Report 77-128, iv, 33 p., https://doi.org/10.3133/wri77128.","productDescription":"iv, 33 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0128/report-thumb.jpg"},{"id":56260,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wisconsin","otherGeospatial":"Lake Koshkonong, Rock River, Rockton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.25567626953125,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.49741548732684\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486e7","contributors":{"authors":[{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":198051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18369,"text":"ofr781019 - 1978 - An instrument system for long-term sediment transport studies on the continental shelf","interactions":[],"lastModifiedDate":"2024-02-09T20:05:45.390348","indexId":"ofr781019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-1019","title":"An instrument system for long-term sediment transport studies on the continental shelf","docAbstract":"

A bottom-mounted instrument system has been designed and built to monitor processes of bottom-sediment movement on the Continental Shelf. The system measures bottom current speed and direction, pressure, temperature, and light transmission, and photographs the bottom. The instrument operates in a burst sample mode. The system can be deployed for periods of 2-6 months to monitor intermittent processes of sediment movement such as storms, and to assess seasonal variability. Deployments of the system on the U.S. East Coast Continental Shelf show sediment resuspension and changes in bottom microtopography due to surface waves, tidal currents, and storms.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr781019","usgsCitation":"Butman, B., and Folger, D.W., 1978, An instrument system for long-term sediment transport studies on the continental shelf: U.S. Geological Survey Open-File Report 78-1019, 24 p., https://doi.org/10.3133/ofr781019.","productDescription":"24 p.","costCenters":[],"links":[{"id":425549,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/1019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151765,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/1019/report-thumb.jpg"}],"country":"United States","otherGeospatial":"East Coast Continental Shelf","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68456c","contributors":{"authors":[{"text":"Butman, Bradford 0000-0002-4174-2073 bbutman@usgs.gov","orcid":"https://orcid.org/0000-0002-4174-2073","contributorId":943,"corporation":false,"usgs":true,"family":"Butman","given":"Bradford","email":"bbutman@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":178994,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Folger, David W.","contributorId":96663,"corporation":false,"usgs":true,"family":"Folger","given":"David","email":"","middleInitial":"W.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":178995,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10831,"text":"ofr78666 - 1978 - Stamukhi shoals of the Arctic - some observations from the Beaufort Sea","interactions":[],"lastModifiedDate":"2023-11-21T22:06:24.865212","indexId":"ofr78666","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-666","title":"Stamukhi shoals of the Arctic - some observations from the Beaufort Sea","docAbstract":"

A number of linear shoals, representing pronounced topographic anomalies on the surface of the Arctic shelf, have been studied in the Prudhoe Bay area. These shoals have been referred to in several previous studies. Based on seismic reflection records, Reimnitz et al., (1972a), stated that the shoals are constructional features younger than the post-Wisconsin transgression. Large chunks of grounded ice have frequently been seen on the linear shoals of the inner shelf. These ice chunks form barriers parallel to the shore (Reimnitz, et al. 1972b). Reimnitz and Barnes (1974) considered the lack of gravel concentrations on the shoals to be evidence that the stream of pack ice drifting past northern Alaska carries very little gravel today. Lewellen (1977) referred to the linear shoals as submerged barrier islands, while Reimnitz, et al., (1977b) pointed out that, although similar in shape to barrier islands, the linear shoals are very different in composition and do not appear to represent drowned harrier islands. They show that the shoals localize the formation of major shear and pressure events in the ice, which in turn cause the formation of linear belts of deformed and grounded ice. Today the shoals appear to be migrating under the influence of ice-bottom interaction, and indeed may have formed in response to ice-bottom interaction within the \"stamukhi zone\". The shoals migrate rather slowly and retain their shapes over periods of 25 years, yet control the location and stabilize the outer edge of the floating fast ice zone, and provide shelter for the inner shelf and coast. Reimnitz et al. (1977b) surmised that similar artificial structures might be used to modify the ice environment on the arctic shelf.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78666","usgsCitation":"Reimnitz, E., and Maurer, D.K., 1978, Stamukhi shoals of the Arctic - some observations from the Beaufort Sea: U.S. Geological Survey Open-File Report 78-666, 17 p., https://doi.org/10.3133/ofr78666.","productDescription":"17 p.","costCenters":[],"links":[{"id":422793,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0666/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145700,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0666/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Beaufort Sea","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -158.62776526776008,\n 72.48635444013865\n ],\n [\n -158.62776526776008,\n 69.63447837595365\n ],\n [\n -141.011122578925,\n 69.63447837595365\n ],\n [\n -141.011122578925,\n 72.48635444013865\n ],\n [\n -158.62776526776008,\n 72.48635444013865\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4864","contributors":{"authors":[{"text":"Reimnitz, Erk","contributorId":17963,"corporation":false,"usgs":true,"family":"Reimnitz","given":"Erk","email":"","affiliations":[],"preferred":false,"id":162043,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maurer, Douglas K. dkmaurer@usgs.gov","contributorId":2308,"corporation":false,"usgs":true,"family":"Maurer","given":"Douglas","email":"dkmaurer@usgs.gov","middleInitial":"K.","affiliations":[],"preferred":true,"id":162042,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10265,"text":"ofr781007 - 1978 - FRISK: computer program for seismic risk analysis using faults as earthquake sources","interactions":[],"lastModifiedDate":"2012-02-02T00:06:27","indexId":"ofr781007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-1007","title":"FRISK: computer program for seismic risk analysis using faults as earthquake sources","docAbstract":"This computer program makes probabilistic seismic hazard calculations at sites affected by earthquakes occurring on faults which are defined by the user as a series of line segments. The length of rupture of the fault as a function of earthquake magnitude is accounted for, and ground motion estimates at the site are made using the magnitude of the earthquake and the closest distance from the site to the rupture zone. Uncertainty in the earthquake magnitude, in the rupture given magnitude, in the location of the rupture zone on the fault, in the maximum possible magnitude of earthquakes, and in the ground motion at the site given the earthquake, its size, rupture length, and location, are accounted for explicitly. FRISK (Fault RISK) was written to take advantage of repeated calculations, so that seismic hazard analyses for several ground motion parameters (for instance, peak ground acceleration, velocity, and displacement), and for several sites, are most efficiently made with one execution of the program rather than with repeated executions.\r\n\r\nThe program uses a step-truncated exponential distribution for earthquake magnitude, a lognormal distribution for rupture length given magnitude, a uniform distribution for rupture location on faults, and a lognormal distribution of site amplitude given magnitude of the earthquake and distance from the rupture zone to the site. The program has been structured so that other functions may easily be substituted if this is appropriate for a particular problem; for example a wide range of deterministic or probabilistic geophysical models for estimating ground motion may be incorporated, and the program will yield probabilistic estimates of seismic hazard.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr781007","usgsCitation":"McGuire, R.K., 1978, FRISK: computer program for seismic risk analysis using faults as earthquake sources: U.S. Geological Survey Open-File Report 78-1007, 71 p. :ill. ;28 cm., https://doi.org/10.3133/ofr781007.","productDescription":"71 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/1007/report-thumb.jpg"},{"id":38123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/1007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47b3e4b07f02db49eafb","contributors":{"authors":[{"text":"McGuire, Robin K.","contributorId":86339,"corporation":false,"usgs":true,"family":"McGuire","given":"Robin","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":161101,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68517,"text":"ha590 - 1978 - Backwater at bridges and densely wooded flood plains, Tallahala Creek at Waldrup, Mississippi","interactions":[],"lastModifiedDate":"2018-12-10T14:27:33","indexId":"ha590","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"590","title":"Backwater at bridges and densely wooded flood plains, Tallahala Creek at Waldrup, Mississippi","docAbstract":"

New techniques for predicting water-surface profiles, needed in the design of economical, structurally sound, and environmentally compatible stream crossings, are under investigation.  The investigation has accelerated with the advent of digital computers capable of analyzing large quantities of data.  Among the techniques is the development of two-dimensional (2-D) digital models.  Field data are essential for development and evaluation of these techniques for predicting water-surface profiles.  This atlas is the first of a series that will provide a wide range of field data.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha590","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1978, Backwater at bridges and densely wooded flood plains, Tallahala Creek at Waldrup, Mississippi: U.S. Geological Survey Hydrologic Atlas 590, 9 Plates, https://doi.org/10.3133/ha590.","productDescription":"9 Plates","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":278749,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-5a.pdf"},{"id":185532,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/590/report-thumb.jpg"},{"id":278742,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-1.pdf"},{"id":278745,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-3b.pdf"},{"id":278746,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-3a.pdf"},{"id":278743,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-2a.pdf"},{"id":278748,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-4b.pdf"},{"id":278744,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-2b.pdf"},{"id":278747,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-4a.pdf"},{"id":360120,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/590/plate-5b.pdf"}],"scale":"4000","country":"United States","state":"Mississippi","city":"Waldrup","otherGeospatial":"Tallahala Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89.11805555555554,31.91722222222222 ], [ -89.11805555555554,32 ], [ -89.08444444444444,32 ], [ -89.08444444444444,31.91722222222222 ], [ -89.11805555555554,31.91722222222222 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad47","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278382,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278381,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":278380,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}