This atlas was prepared to meet the need for information on the areal distribution, quantity, and availability of ground water in the lower Colorado River region, an area of about 140,000 square miles in parts of Arizona, Nevada, New Mexico, and Utah. The maps are necessarily generalized in places owing to the lack of sufficient data. In general the geohydrologic information pertains to large areas, and local exceptions occur. Users needing more detailed information for specific areas may address inquiries to the district chief of the U.S. Geological Survey at the addresses given in the section “Selected References.” The maps were prepared using data from previously published reports, data collected by other Federal State, and local agencies, and data from the files of the U.S. Geological Survey offices in Arizona, Nevada, New Mexico, and Utah. The report is the result of the lower Colorado River region Type I framework study made in cooperation with the U.S. Bureau of Reclamation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha542","collaboration":"Prepared in cooperation with the U.S. Bureau of Reclamation","usgsCitation":"Brown, S., 1976, Preliminary maps showing ground-water resources in the Lower Colorado River region, Arizona, Nevada, New Mexico, and Utah: U.S. Geological Survey Hydrologic Atlas 542, 3 Sheets: 58.00 x 41.25 inches or smaller, https://doi.org/10.3133/ha542.","productDescription":"3 Sheets: 58.00 x 41.25 inches or smaller","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":186122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90145,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/542/plate-3.pdf","text":"Sheet 3","size":"11.45 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized well-production potential"},{"id":90144,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/542/plate-2.pdf","text":"Sheet 2","size":"13.86 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized depth to water as of 1965"},{"id":90143,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/542/plate-1.pdf","text":"Sheet 1","size":"10.87 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized geohydrologic framework"}],"scale":"1000000","country":"United States","state":"Arizona, Nevada, New Mexico, Utah","otherGeospatial":"Lower Colorado River region","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115,32 ], [ -115,39 ], [ -108,39 ], [ -108,32 ], [ -115,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db6670f3","contributors":{"authors":[{"text":"Brown, S. G.","contributorId":46914,"corporation":false,"usgs":true,"family":"Brown","given":"S. G.","affiliations":[],"preferred":false,"id":278413,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69516,"text":"hu50 - 1976 - Hydrologic Unit Map-1974, State of Wyoming","interactions":[],"lastModifiedDate":"2023-12-19T22:39:46.375411","indexId":"hu50","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"50","subseriesTitle":"Wyoming 1974","title":"Hydrologic Unit Map-1974, State of Wyoming","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu50","isbn":"607768061","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Hydrologic Unit Map-1974, State of Wyoming: U.S. Geological Survey Hydrologic Unit 50, 1 Plate: 55.62 x 40.75 inches, https://doi.org/10.3133/hu50.","productDescription":"1 Plate: 55.62 x 40.75 inches","costCenters":[],"links":[{"id":423777,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16258.htm","linkFileType":{"id":5,"text":"html"}},{"id":252473,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/50/report-thumb.jpg"},{"id":251539,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/50/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":251538,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/hu/50/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611957","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534609,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":16466,"text":"ofr76727 - 1976 - A review of hydrologic and geologic conditions related to the radioactive solid-waste burial grounds at Oak Ridge National Laboratory, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:18","indexId":"ofr76727","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-727","title":"A review of hydrologic and geologic conditions related to the radioactive solid-waste burial grounds at Oak Ridge National Laboratory, Tennessee","docAbstract":"Solid waste contaminated by radioactive matter has been buried in the vicinity of Oak Ridge National Laboratory since 1944. By 1973, an estimated six million cubic feet of such material had been placed in six burial grounds in two valleys. The practice initially was thought of as a safe method for permanently removing these potentially hazardous substances from man's surroundings, but is now que.3tionable at this site because of known leaching of contaminants from the waste, transport in ground water, and release to the terrestrial and fluvial environments. \r\n\r\nThis review attempts to bring together in a single document information from numerous published and unpublished sources regarding the past criteria used for selecting the Oak Ridge burial-ground sites, the historical development and conditions of these facilities as of 1974, the geologic framework of the Laboratory area and the movement of water and water-borne contaminants in that area, the effects of sorption and ion exchange upon radionuclide transport, and a description and evaluation of the existing monitoring system. It is intended to assist Atomic Energy Commission (now Energy Research and Development Administration) officials in the formulation of managerial decisions concerning the burial grounds and present monitoring methods. \r\n\r\nSites for the first three burial grounds appear to have been chosen during and shortly after World War II on the basis of such factors as safety, security, and distance from sources of waste origin. By 1950, geologic criteria had been introduced, and in the latter part of that decade, geohydrologic criteria were considered. While no current criteria have been defined, it becomes evident from the historical record that the successful containment of radionuclides below land surface for long periods of time is dependent upon a complex interrelationship between many geologic, hydrologic, and geochemical controls, and any definition of criteria must include consideration of these factors.\r\n\r\nFor the most part, the burial grounds have been developed by a simple cut and fill procedure similar to the operation of a municipal landfill. Low permeability of the residuum, high rainfall, shallow depth to ground water, the excavation of trenches below the water table, and other practices, have contributed to a condition of waste leaching in probably all of the burial grounds. Despite these conditions, only very small concentrations of radionuclides have been found in wells or otherwise attributed to the initial three, small sites in Bethel Valley. This fact, however, may be due in part to the scant extent of site monitoring of those burial grounds for transport of radionuclides in ground water, and to the discharge of liquid radioactive waste to the drainage in concentrations that probably would have masked the presence of contaminants derived from these burial grounds. In comparison to the Bethel Valley sites, larger amounts of radioactive contaminants have been found in wells, seeps, trench overflow, and the drainages that drain Burial Grounds 4 and 5 in Melton Valley. The movement of radionuclides from the trenches to the drainages show that the latter sites are not suitable for the retention of all contaminants under existing conditions, and invalidates the operational concept of long-term or permanent retention of all radionuclides in the geologic environment. \r\n\r\nThe transport of many radioactive ions leached from the waste has been retarded by the very high sorptive and ion exchange capacity of the residuum with which the radionuclides have had contact. Not all radionuclides, though, will be retained in the subsurface by adsorption, absorption, or ion exchange. Among those radioactive contaminants that may be problematical with respect to trench burial at Oak Ridge are tritium and other negatively-charged nuclides, positively-charged radionuclides included in some of the complexed molecules, radioactive ions that have chemical properties si","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76727","usgsCitation":"Webster, D., 1976, A review of hydrologic and geologic conditions related to the radioactive solid-waste burial grounds at Oak Ridge National Laboratory, Tennessee: U.S. Geological Survey Open-File Report 76-727, v, 85 p. :ill., maps ;28 cm.; (147 p., 3 sheets, scale 1:24,000 - PGS), https://doi.org/10.3133/ofr76727.","productDescription":"v, 85 p. :ill., maps ;28 cm.; (147 p., 3 sheets, scale 1:24,000 - PGS)","costCenters":[],"links":[{"id":150282,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0727/report-thumb.jpg"},{"id":45438,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0727/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45439,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0727/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45440,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0727/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45441,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0727/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45442,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0727/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8027","contributors":{"authors":[{"text":"Webster, D.A.","contributorId":44532,"corporation":false,"usgs":true,"family":"Webster","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":172897,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17995,"text":"ofr76470 - 1976 - Evaluation of alternative methods of supplemental recharge by storm-water basins on Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:07:20","indexId":"ofr76470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-470","title":"Evaluation of alternative methods of supplemental recharge by storm-water basins on Long Island, New York","docAbstract":"Many of the more than 2,200 storm-water basins on Long Island, N.Y., having runoff and infiltration characteristics similar to those of a basin studied in North Massapequa are potential sites for returning large volumes of reclaimed water (highly treated waste water) to the ground-water reservoir. By use of a finite-difference method of calculation, formulas were devised to calculate changes in basin storage at various time intervals from the start of storm inflow, with and without addition of reclaimed water. The North Massapequa storm-water basin was the prototype design used to test several methods of water application. Calculations using various infiltration rates, storm durations, and storm-return periods indicate that several methods of applying reclaimed water to storm-water basins on Long Island would be feasible. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76470","usgsCitation":"Aronson, D.A., 1976, Evaluation of alternative methods of supplemental recharge by storm-water basins on Long Island, New York: U.S. Geological Survey Open-File Report 76-470, 56, [9] leaves :ill. ;28 cm., https://doi.org/10.3133/ofr76470.","productDescription":"56, [9] leaves :ill. ;28 cm.","costCenters":[],"links":[{"id":149916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62581b","contributors":{"authors":[{"text":"Aronson, D. A.","contributorId":20308,"corporation":false,"usgs":true,"family":"Aronson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":178347,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56274,"text":"wdrWA751 - 1976 - Water resources data for Washington, water year 1975","interactions":[],"lastModifiedDate":"2022-12-23T18:30:11.920532","indexId":"wdrWA751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WA-75-1","title":"Water resources data for Washington, water year 1975","docAbstract":"Water resources data for the 1975 water year for Washington consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water-levels and water quality of wells and springs. This report contains discharge records for 250 gaging stations; stage only records for 3 gaging stations; stage of contents for 55 lakes and reservoirs; water quality for 124 stations, 27 lakes, and 35 wells; and water levels for 109 observation wells. Also included are data for 214 crest-stage partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Washington.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWA751","collaboration":"Prepared in cooperation with the State of Washington and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for Washington, water year 1975: U.S. Geological Survey Water Data Report WA-75-1, xvii, 684 p., https://doi.org/10.3133/wdrWA751.","productDescription":"xvii, 684 p.","costCenters":[],"links":[{"id":174639,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1975/wa-75-1/report-thumb.jpg"},{"id":411001,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1975/wa-75-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699bb2","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533111,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":60085,"text":"mf752B - 1976 - Aeromagnetic map of Atlantic continental margin quadrangle N40-W70","interactions":[],"lastModifiedDate":"2023-01-12T20:48:21.744527","indexId":"mf752B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"752","chapter":"B","title":"Aeromagnetic map of Atlantic continental margin quadrangle N40-W70","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf752B","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Aeromagnetic map of Atlantic continental margin quadrangle N40-W70: U.S. Geological Survey Miscellaneous Field Studies Map 752, 1 Plate: 29.50 x 43.83 inches, https://doi.org/10.3133/mf752B.","productDescription":"1 Plate: 29.50 x 43.83 inches","costCenters":[],"links":[{"id":411802,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3889.htm","linkFileType":{"id":5,"text":"html"}},{"id":274673,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0752b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183309,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72,40 ], [ -72,42 ], [ -70,42 ], [ -70,40 ], [ -72,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69833e","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533231,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15574,"text":"ofr76336 - 1976 - The water quality of Livingston Reservoir on the Trinity River, Southeastern Texas","interactions":[{"subject":{"id":15574,"text":"ofr76336 - 1976 - The water quality of Livingston Reservoir on the Trinity River, Southeastern Texas","indexId":"ofr76336","publicationYear":"1976","noYear":false,"title":"The water quality of Livingston Reservoir on the Trinity River, Southeastern Texas"},"predicate":"SUPERSEDED_BY","object":{"id":70042506,"text":"70042506 - 1979 - Water quality of Livingston Reservoir on the Trinity River, southeastern Texas","indexId":"70042506","publicationYear":"1979","noYear":false,"title":"Water quality of Livingston Reservoir on the Trinity River, southeastern Texas"},"id":1}],"supersededBy":{"id":70042506,"text":"70042506 - 1979 - Water quality of Livingston Reservoir on the Trinity River, southeastern Texas","indexId":"70042506","publicationYear":"1979","noYear":false,"title":"Water quality of Livingston Reservoir on the Trinity River, southeastern Texas"},"lastModifiedDate":"2016-08-10T16:22:32","indexId":"ofr76336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-336","title":"The water quality of Livingston Reservoir on the Trinity River, Southeastern Texas","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr76336","usgsCitation":"Rawson, J., 1976, The water quality of Livingston Reservoir on the Trinity River, Southeastern Texas: U.S. Geological Survey Open-File Report 76-336, 72, [16] leaves :ill., maps ;27 cm., https://doi.org/10.3133/ofr76336.","productDescription":"72, [16] leaves :ill., maps ;27 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":147737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Livingston Reservoir, Trinity River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.392469,30.858467 ], [ -95.392469,30.866826 ], [ -95.381327,30.866826 ], [ -95.381327,30.858467 ], [ -95.392469,30.858467 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62edde","contributors":{"authors":[{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":171367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17724,"text":"ofr7679 - 1976 - Strong-motion accelerograph station list; 1975","interactions":[{"subject":{"id":17724,"text":"ofr7679 - 1976 - Strong-motion accelerograph station list; 1975","indexId":"ofr7679","publicationYear":"1976","noYear":false,"title":"Strong-motion accelerograph station list; 1975"},"predicate":"SUPERSEDED_BY","object":{"id":9103,"text":"ofr77374 - 1977 - Western hemisphere strong-motion accelerograph station list, 1976","indexId":"ofr77374","publicationYear":"1977","noYear":false,"title":"Western hemisphere strong-motion accelerograph station list, 1976"},"id":1}],"supersededBy":{"id":9103,"text":"ofr77374 - 1977 - Western hemisphere strong-motion accelerograph station list, 1976","indexId":"ofr77374","publicationYear":"1977","noYear":false,"title":"Western hemisphere strong-motion accelerograph station list, 1976"},"lastModifiedDate":"2012-02-02T00:07:21","indexId":"ofr7679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-79","title":"Strong-motion accelerograph station list; 1975","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7679","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Strong-motion accelerograph station list; 1975: U.S. Geological Survey Open-File Report 76-79, iv, 81 p. ;28 cm., https://doi.org/10.3133/ofr7679.","productDescription":"iv, 81 p. ;28 cm.","costCenters":[],"links":[{"id":149836,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4bca","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529034,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15193,"text":"ofr75672 - 1976 - Digital-simulation model of the Wenonah-Mount Laurel Aquifer in the coastal plain of New Jersey","interactions":[],"lastModifiedDate":"2012-11-26T12:10:13","indexId":"ofr75672","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-672","title":"Digital-simulation model of the Wenonah-Mount Laurel Aquifer in the coastal plain of New Jersey","docAbstract":"A digital computer-simulation model of the Wenonah-Mount Laurel aquifer is used to evaluate the aquifer's capabilities of meeting the projected future demands and to study the cause of the rapidly declining water levels. The modelled area includes 1,500 square miles (3,885 square kilometres) of the New Jersey Coastal Plain and includes all the important centers of pumping in Monmouth, Burlington, and Ocean Counties from the Wenonah-Mount Laurel aquifer. The Wenonah Formation and Mount Laurel Sand of Late Cretaceous age are exposed in the western part of the New Jersey Coastal Plain along a belt trending northeast-southwest from Raritan Bay to Delaware Bay. The formations typically consist of poorly sorted silty to fine quartz sand, the Wenonah Formation, and a coarse clastic quartz sand unit, the Mount Laurel Sand. The Wenonah-Mount Laurel aquifer is composed of the sandy part of the geologic units. Transmissivity of the aquifer ranges from 360 square feet per day (33.4 square metres per day) to 1,430 square feet per day (132.8 square metres per day); the estimated hydraulic conductivity ranges from about 1.5 x 10-4 feet per second (4.6 x 10-5 metres per second) to 2.2 x 10-4 feet per second (6.7 x 10-5 metres per second); and the storage coefficient varies from about 1.5 x 10-5 to 3.5 x 10-4. The annual average rate of withdrawal from the Wenonah-Mount Laurel aquifer in Monmouth, Burlington, and Ocean Counties increased from about 1 million gallons per day (44 cubic decimetres per second) in 1959 to slightly more than 2 million gallons per day (88 cubic decimetres per second) in 1970. Near the pumping centers in Monmouth County, the water level declined as much as 100 feet (30.5 metres) between 1959 and 1970. In the subjacent Englishtown aquifer underlying the lower confining unit (Marshalltown Formation), the annual average rate of withdrawal in all of Monmouth and Ocean Counties increased from 5.5 million gallons per day (241 cubic decimetres per second) in 1959 to 9.5 million gallons per day (416 cubic decimetres per second) in 1970. Water-level declines for the same period are as much as 140 feet (42.7 metres) near centers of pumping. The digital-simulation model was calibrated by matching computed declines in the Wenonah-Mount Laurel aquifer with historic water-level declines over the 12-year period, 1959-70. The results of the modelling show that recharge to the aquifer occurs as leakage from the upper confining unit owing to withdrawals from the aquifer. Of equal significance is the effect of water-level declines in the Englishtown aquifer, which generate leakage from the Wenonah-Mount Laurel aquifer through the lower confining unit, which in turn generates leakage (recharge) to the aquifer from the upper confining unit. The rapid declines of water levels in the Wenonah-Mount Laurel aquifer in the northern part of the New Jersey Coastal Plain, hence, are caused directly by the withdrawals from the Wenonah-Mount Laurel aquifer and indirectly by withdrawals from the underlying Englishtown aquifer.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr75672","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resources","usgsCitation":"Nemickas, B., 1976, Digital-simulation model of the Wenonah-Mount Laurel Aquifer in the coastal plain of New Jersey: U.S. Geological Survey Open-File Report 75-672, v, 42 p., https://doi.org/10.3133/ofr75672.","productDescription":"v, 42 p.","numberOfPages":"48","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":148999,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_75_672.gif"},{"id":263361,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/672/pdf/ofr75-672.pdf"},{"id":263360,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1975/672/"}],"country":"United States","state":"New Jersey","otherGeospatial":"Wenonah-mount Laurel Aquifer","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.0,39.75 ], [ -75.0,40.5 ], [ -73.95,40.5 ], [ -73.95,39.75 ], [ -75.0,39.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad17","contributors":{"authors":[{"text":"Nemickas, Bronius","contributorId":105733,"corporation":false,"usgs":true,"family":"Nemickas","given":"Bronius","email":"","affiliations":[],"preferred":false,"id":170720,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12134,"text":"ofr76752 - 1976 - Laboratory hydraulic calibration of the Helley-Smith bedload sediment sampler","interactions":[],"lastModifiedDate":"2016-05-06T15:46:16","indexId":"ofr76752","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-752","title":"Laboratory hydraulic calibration of the Helley-Smith bedload sediment sampler","docAbstract":"The Helley-Smith bedload sampler operates on a pressure-difference principle and consists of an expanding nozzle, nylon-mesh sample bag , and external components for structural integrity and stability under flow conditions. The Helley-Smith bedload sampler has a hydraulic efficiency, the ratio of the mean velocity in the sampler nozzle to the mean ambient velocity, of approximately 1.54. Factors affecting the hydraulic efficiency include the geometry of the orifice and the open area of t he sampler bag .
\nThe exit-to-entrance area ratio of the nozzle is the major factor influencing hydraulic characteristics of the sampler. For the nozzles tested, the hydraulic efficiency rapidly increased to a maximum value as the exit-to-entrance area ratio increased . The hydraulic efficiency increased from 1.06 to 1.54 as the exit-entrance area ratio increased from 1.00 to 2.62. With an exit-entrance ratio greater than 2.62 but less than 3.22, this efficiency remained constant at 1.55.
\nFilling the sample bag to 40 percent capacity with a sediment larger in diameter than the mesh size of the bag had no effect on the hydraulic efficiency. Particles close to the 0.2 mm mesh size of the sample bag plugged the openings and caused the efficiency to decrease in an undetermined manner.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Bay St. Louis, MS","doi":"10.3133/ofr76752","usgsCitation":"Druffel, L., Emmett, W.W., Schneider, V., and Skinner, J.V., 1976, Laboratory hydraulic calibration of the Helley-Smith bedload sediment sampler: U.S. Geological Survey Open-File Report 76-752, xiii, 63 p., https://doi.org/10.3133/ofr76752.","productDescription":"xiii, 63 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":146504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0752/report-thumb.jpg"},{"id":275886,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0752/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4475","contributors":{"authors":[{"text":"Druffel, Leroy","contributorId":95069,"corporation":false,"usgs":true,"family":"Druffel","given":"Leroy","email":"","affiliations":[],"preferred":false,"id":165208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Emmett, W. W.","contributorId":107695,"corporation":false,"usgs":true,"family":"Emmett","given":"W.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":165209,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schneider, V.R.","contributorId":75129,"corporation":false,"usgs":true,"family":"Schneider","given":"V.R.","email":"","affiliations":[],"preferred":false,"id":165207,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Skinner, J. V.","contributorId":32504,"corporation":false,"usgs":true,"family":"Skinner","given":"J.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":165206,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70112336,"text":"70112336 - 1976 - Thermographic mosaic of Yellowstone National Park","interactions":[],"lastModifiedDate":"2017-01-18T15:14:20","indexId":"70112336","displayToPublicDate":"1990-06-12T15:21:00","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3052,"text":"Photogrammetric Engineering and Remote Sensing","active":true,"publicationSubtype":{"id":10}},"title":"Thermographic mosaic of Yellowstone National Park","docAbstract":"An uncontrolled thermographic mosaic, which covers most of the area of Yellowstone National Park, has been compiled. The recording of aerial thermographic data on videotape is established as one of the prerequisites for the preparation of more accurate mosaics. Post-mission processing of the videotape record can rectify the nadir line to a topographic map base, correct for v/h variations in adjacent flight lines, correct for yaw distortions, rectify distortions caused by pitch, and rectify distortions produced by non-linearity of the side-wise scan. Installation of a thermal infrared scanning radiometer in a gyrostabilized mount and post-mission processing of the videotape record (principally rectification of side-wise scan distortion) would yield a controlled, photogrammetrically accurate thermographic mosaic. However, the techniques used in the preparation of the uncontrolled thermographic mosaic of Yellowstone National Park can be immediately applied to the preparation of regional thermographic mosaics, important to geologists and other scientists and engineers in studies of geothermal and volcanic areas, and to other types of environmental investigations such as pollution studies of large water bodies (e.g., harbors, estuaries, lakes, etc.), where a precise planimetric image is not critical.
","language":"English","publisher":"American Society of Photogrammetry","publisherLocation":"Falls Church, VA","usgsCitation":"Williams, R., Hasell, P.G., Sellman, A.N., and Smedes, H.W., 1976, Thermographic mosaic of Yellowstone National Park: Photogrammetric Engineering and Remote Sensing, v. 42, no. 10, p. 1315-1324.","productDescription":"10 p.","startPage":"1315","endPage":"1324","numberOfPages":"10","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288546,"type":{"id":15,"text":"Index Page"},"url":"https://www.asprs.org/Photogrammetric-Engineering-and-Remote-Sensing/PE-RS-Archive-Search-2009-and-earlier.html"},{"id":288547,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Idaho;Montana;Wyoming","otherGeospatial":"Yellowstone National Park","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.156,44.1324 ], [ -111.156,45.109 ], [ -109.8242,45.109 ], [ -109.8242,44.1324 ], [ -111.156,44.1324 ] ] ] } } ] }","volume":"42","issue":"10","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acc59e4b0e83db6d09037","contributors":{"authors":[{"text":"Williams, Richard S. Jr.","contributorId":90679,"corporation":false,"usgs":true,"family":"Williams","given":"Richard S.","suffix":"Jr.","affiliations":[],"preferred":false,"id":494686,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hasell, Philip G. Jr.","contributorId":77054,"corporation":false,"usgs":true,"family":"Hasell","given":"Philip","suffix":"Jr.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":494685,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sellman, Albert N.","contributorId":14741,"corporation":false,"usgs":true,"family":"Sellman","given":"Albert","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":494683,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smedes, Harry W.","contributorId":35383,"corporation":false,"usgs":true,"family":"Smedes","given":"Harry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":494684,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70112328,"text":"70112328 - 1976 - Estudio general de la region del Lago Titicaca evaluando en forma preliminar un sistema de analisis interactivo de imagenes multiespectrales","interactions":[],"lastModifiedDate":"2017-01-18T15:15:05","indexId":"70112328","displayToPublicDate":"1990-06-12T15:01:00","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3294,"text":"Revista tecnica de Yacimientos Petroliferos fiscales Bolivianos","active":true,"publicationSubtype":{"id":10}},"title":"Estudio general de la region del Lago Titicaca evaluando en forma preliminar un sistema de analisis interactivo de imagenes multiespectrales","docAbstract":"ERTS-1 digital data in the form of computer compatible tapes provide the geoscientist with an unusual opportunity to test the maximum flexibility of the satellite system using interactive computers, such as the General Electric Image 100 System. Approximately 9 hours of computer and operator time were used to analyze the Lake Titicaca image, 1443-14073, acquired 9 October 1973. The total area of the lake and associate wetlands was calculated and found to be within 3 percent of previous measurements. The area was subdivided by reflectance characteristics employing cluster analysis of all 4 bands and later compared with density values of band 4. Reflectance variations may be attributed to surface roughness, water depth and bottom characteristics, turbidity, and floating matter. Wetland marsh vegetation, vegetation related to ground-water effluents, natural grasses, and farm crops were separated by cluster analysis. Sandstone, limestone, sand dunes, and several volcanic rock types were similarly separated and displayed by assigned colors and extended through the entire scene. Waste dumps of the Matilde Zinc Mine and smaller mine workings were tentatively identified by signature analysis.
\nHistograms of reflectance values and map printouts were automatically obtained as a record of each of the principal themes. These themes were also stored on a work tape for later display and photographic record as well as to serve in training.
\nThe Image 100 System is rapid, extremely flexible and very useful to the investigator in identifying subtle features that may not be noticed by conventional image analysis. The entire scene, which covers 34,225 km2, was analyzed at a scale of 1:600,000, and portions at 1:98,000 and 1:25,000, during a 9-hour period at a rental cost of $250 per hour. Costs to the user can be reduced by restricting its uses to specific areas, objectives, and procedures, rather than undertaking a complete analysis of a total scene.
","language":"Spanish","usgsCitation":"Brockmann, C., and Carter, W.D., 1976, Estudio general de la region del Lago Titicaca evaluando en forma preliminar un sistema de analisis interactivo de imagenes multiespectrales: Revista tecnica de Yacimientos Petroliferos fiscales Bolivianos, v. 5, no. 1, p. 5-31.","productDescription":"27 p.","startPage":"5","endPage":"31","numberOfPages":"27","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288538,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"Lake Titicaca","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.0311,-16.5924 ], [ -70.0311,-15.2333 ], [ -68.6767,-15.2333 ], [ -68.6767,-16.5924 ], [ -70.0311,-16.5924 ] ] ] } } ] }","volume":"5","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acbf5e4b0e83db6d08f18","contributors":{"authors":[{"text":"Brockmann, C.E.","contributorId":11948,"corporation":false,"usgs":true,"family":"Brockmann","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":494675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carter, William D.","contributorId":64567,"corporation":false,"usgs":true,"family":"Carter","given":"William","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":494676,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70161976,"text":"70161976 - 1976 - The survival of coho salmon (Oncorhynchus kisutch) eggs in two Wisconsin tributaries of Lake Michigan","interactions":[],"lastModifiedDate":"2016-07-27T10:50:41","indexId":"70161976","displayToPublicDate":"1980-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":737,"text":"American Midland Naturalist","active":true,"publicationSubtype":{"id":10}},"title":"The survival of coho salmon (Oncorhynchus kisutch) eggs in two Wisconsin tributaries of Lake Michigan","docAbstract":"Natural reproduction of coho salmon (Oncorhynchus kisutch) in two Wisconsin tributaries of Lake Michigan (Little Scarboro Creek, Kewaunee Co., and Fischer Creek, Manitowoc Co.), is limited by an unusually high mortality of eggs and preemergent embryos. Of approximately 1800 coho salmon eggs planted in six study redds (spawning beds) within Fischer Creek (November 1972), none survived to hatching. The 1500 eggs planted in five study redds within Little Scarboro Creek produced 21 sac fry.
\nThe bottom materials of both streams are comprised of at least 15% (by volume) particles smaller than 0.84 mm in diam. Streambed gravels containing this quantity of sand, silt and clay do not allow for intragravel water of sufficient dissolved oxygen concentration or velocity to meet the oxygen requirements of developing salmon eggs. Water surrounding eggs planted in Fischer Creek and Little Scarboro Creek had mean dissolved oxygen concentrations of 3.96 and 6.22 mg/liter, respectively.
\nThe extremely low mean (2.83 C and 2.67 C) water temperatures of Fischer Creek and Little Scarboro Creek were an added cause of egg loss. In response to low temperature, planted eggs hatched after a prolonged development period of approximately 145 days. Gravel shifts caused by variable stream flow in Fischer Creek may also be responsible for killing naturally deposited eggs there
","language":"English","publisher":"University of Notre Dame","doi":"10.2307/2424083","usgsCitation":"Cloern, J.E., 1976, The survival of coho salmon (Oncorhynchus kisutch) eggs in two Wisconsin tributaries of Lake Michigan: American Midland Naturalist, v. 96, no. 2, p. 451-461, https://doi.org/10.2307/2424083.","productDescription":"11 p.","startPage":"451","endPage":"461","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":314136,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Wisconsin","volume":"96","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5694e067e4b039675d005ea6","contributors":{"authors":[{"text":"Cloern, James E. 0000-0002-5880-6862 jecloern@usgs.gov","orcid":"https://orcid.org/0000-0002-5880-6862","contributorId":1488,"corporation":false,"usgs":true,"family":"Cloern","given":"James","email":"jecloern@usgs.gov","middleInitial":"E.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":588238,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70174024,"text":"70174024 - 1976 - Limnological data for the major streams in Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2016-06-23T10:57:06","indexId":"70174024","displayToPublicDate":"1977-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Limnological data for the major streams in Chester County, Pennsylvania","docAbstract":"Limnological data on major streams in Chester County, Pennsylvania are tabulated to provide a base line as to the present stream conditions. As land-use patterns change and further urbanization takes place, it is anticipated that these data will serve as a basis for comparison of conditions in the future. The 13 basins encompass a total drainage area of 1,812 km2 (697 mi2) of the 1,976 km2 (760 mi2) within Chester County. Four of the streams are tributaries to the Schuylkill River and include Pickering, Stony Run, Pigeon, and French Creek. Tributaries to the Delaware River include Darby, Crum, Ridley, Chester, Red Clay, and White Clay Creeks. The Elk Creeks flow into the Chesapeake Bay. The Brandywine is a tributary to the Christiana River, itself a tributary to the Delaware. The Octoraro Creek is a tributary to the Susquehanna River. Chester County, which is located in the Piedmont area of Pennsylvania, is undergoing rapid transition from a rural to suburban condition as the population increases.
\nThis basic-data report contains the chemical, physical, and biological information collected for the period fall 1969 through fall 1974. The network of 50 stations is shown in figure 1, which is followed by a listing (table 1) of station numbers and a brief description of station locations. Table 2 shows the physical, chemical, and bacteriological data collected by station and date. Table 3 shows the benthic invertebrate data collected by station and date.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/70174024","collaboration":"Prepared in cooperation with the Chester County Water Resources Authority, Chester County Department of Health, and Chester County Board of Commissioners","usgsCitation":"Lium, B.W., 1976, Limnological data for the major streams in Chester County, Pennsylvania: Open-File Report, iv, 219 p., https://doi.org/10.3133/70174024.","productDescription":"iv, 219 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":324281,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70174024.jpg"},{"id":324289,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70174024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Chester 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","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Manheim, F.T., and Hall, R., 1976, Deep evaporitic strata off New York and New Jersey-Evidence from interstitial water chemistry of drill cores: Journal of Research of the U.S. Geological Survey, v. 4, no. 6, p. 697-702.","productDescription":"6 p.","startPage":"697","endPage":"702","costCenters":[],"links":[{"id":370314,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New Jersey, New York","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.14672851562499,\n 37.21283151445594\n ],\n [\n -68.02734375,\n 37.21283151445594\n ],\n [\n -68.02734375,\n 41.1290213474951\n ],\n [\n -74.14672851562499,\n 41.1290213474951\n ],\n [\n -74.14672851562499,\n 37.21283151445594\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"4","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Manheim, Frank T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":20770,"corporation":false,"usgs":true,"family":"Manheim","given":"Frank","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":777633,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hall, R.E.","contributorId":7007,"corporation":false,"usgs":true,"family":"Hall","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":777634,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70211332,"text":"70211332 - 1976 - Ground-water resources of the White River Junction area, Vermont","interactions":[],"lastModifiedDate":"2022-05-27T21:44:51.448863","indexId":"70211332","displayToPublicDate":"1976-12-31T13:33:03","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Ground-water resources of the White River Junction area, Vermont","docAbstract":"A study of the ground-water resources of the White River Junction area, Windsor County, Vermont, was begun in 1969 as part of a cooperative program between the Vermont Department of Water Resources and the U.S. Geological Survey. The purpose of the study was to provide technical appraisal of potential sources of water to meet the expanded needs of many towns in Windsor County, as pointed out by the Rural Comprehensive Water and Sewer Plan (Vermont Department of Water Resources, 1969). Funding was made available by the U.S. Department of Agriculture, Farmers Home Administration, for water-resources exploration, including the testing of the quantity and quality of the water in sand and gravel aquifers. The geology was mapped, and private and municipal water supplies were inventoried in 1969.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70211331","usgsCitation":"Hodges, A.L., and Butterfield, D., 1976, Ground-water resources of the Barre-Montpelier area, Vermont, Report: 27 p.; 4 plates: 50.96 x 29.42 inches or smaller, https://doi.org/10.3133/70211331.","productDescription":"Report: 27 p.; 4 plates: 50.96 x 29.42 inches or smaller","costCenters":[],"links":[{"id":401348,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70211331/plate-2.pdf"},{"id":376684,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_105931.htm","linkFileType":{"id":5,"text":"html"}},{"id":396867,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70211331/report-thumb.jpg"},{"id":401350,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70211331/plate-3-1.pdf","text":"Plate 3 Errata"},{"id":401349,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70211331/plate-3.pdf"},{"id":401346,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70211331/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":401347,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70211331/plate-1.pdf"}],"country":"United States","state":"Vermont","otherGeospatial":"Barre-Montpelier area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.6847,\n 44.0958\n ],\n [\n -72.3861,\n 44.0958\n ],\n [\n -72.3861,\n 44.2806\n ],\n [\n -72.6847,\n 44.2806\n ],\n [\n -72.6847,\n 44.0958\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Hodges, Arthur L. Jr.","contributorId":62075,"corporation":false,"usgs":true,"family":"Hodges","given":"Arthur","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":837461,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Butterfield, David","contributorId":28607,"corporation":false,"usgs":true,"family":"Butterfield","given":"David","affiliations":[],"preferred":false,"id":837462,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70206966,"text":"70206966 - 1976 - Hydrogeochemistry of Bermuda: A case history of ground-water diagenesis of biocalcarenites","interactions":[],"lastModifiedDate":"2019-12-03T07:47:51","indexId":"70206966","displayToPublicDate":"1976-12-31T11:07:06","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1786,"text":"Geological Society of America Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Hydrogeochemistry of Bermuda: A case history of ground-water diagenesis of biocalcarenites","docAbstract":"Bermuda is composed of relatively young skeletal limestones currently undergoing diagenesis by the ground water passing through them. The saturated zone consists of separate fresh-water bodies laterally surrounded and underlain by extensive brackish aureoles, in which the meteoric water is mixed with sea water. The meteoric water enters the aquifer after passing through the soil or through marshes (outcrops of the ground-water bodies), in each case causing an influx of CO2 to the saturated zone. Examination of the ground-water chemistry enables mapping of (a) the extent of mixing of meteoric ground water and sea water; (b) PCO2; (c) the extent of saturation with calcite and aragonite; (d) concentration of Sr; and (e) the amount of calcium and magnesium derived from the limestones. It is concluded that three processes control the chemistry of Bermudian ground water: (a) generation of elevated CO2 partial pressures in soils and marshes; (b) dissolution of metastable carbonate minerals (principally aragonite); and (c) mixing with sea water. Bermuda ground water apparently approaches a steady state of aragonite dissolution (at slight subsaturation) and concurrent precipitation of calcite cement. Large Sr/Ca ratios in the ground water indicate that the dissolution of aragonite is incongruent. Dissolution is most pronounced near the marshes where CO2 content is highest. Mixing with sea water is not significant in controlling calcite saturation. Only small amounts of magnesium enter the ground water by incongruent dissolution of magnesium calcite, an apparently slow process on the time scale of passage of the ground water through the saturated zone. All of the waters are well undersaturated with respect to dolomite. It is estimated that the present rate of recrystallization of aragonite to calcite is about 0.32 cm3 of aragonite to calcite per m3 of the saturated zone per year. At the present rate of chemical weathering, 360 m3 of the saturated zone is lost each year through solution and transported to the sea by ground water.
","language":"English","publisher":"Geological Society of America","doi":"10.1130/0016-7606(1976)87<1301:HOBACH>2.0.CO;2","issn":"00167606","usgsCitation":"Plummer, L., Vacher, H., MacKenzie, F., Bricker, O., and Land, L., 1976, Hydrogeochemistry of Bermuda: A case history of ground-water diagenesis of biocalcarenites: Geological Society of America Bulletin, v. 87, no. 9, p. 1301-1316, https://doi.org/10.1130/0016-7606(1976)87<1301:HOBACH>2.0.CO;2.","productDescription":"16 p. ","startPage":"1301","endPage":"1316","costCenters":[],"links":[{"id":369797,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"87","issue":"9","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Plummer, L.N.","contributorId":206803,"corporation":false,"usgs":false,"family":"Plummer","given":"L.N.","email":"","affiliations":[],"preferred":false,"id":776411,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vacher, H. L.","contributorId":77075,"corporation":false,"usgs":true,"family":"Vacher","given":"H. L.","affiliations":[],"preferred":false,"id":776412,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"MacKenzie, F.T.","contributorId":25681,"corporation":false,"usgs":true,"family":"MacKenzie","given":"F.T.","email":"","affiliations":[],"preferred":false,"id":776413,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bricker, O.P.","contributorId":33717,"corporation":false,"usgs":true,"family":"Bricker","given":"O.P.","affiliations":[],"preferred":false,"id":776414,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Land, L.S.","contributorId":220974,"corporation":false,"usgs":false,"family":"Land","given":"L.S.","email":"","affiliations":[],"preferred":false,"id":776415,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70207492,"text":"70207492 - 1976 - Interstitial waters of marine sediments","interactions":[],"lastModifiedDate":"2019-12-20T10:33:43","indexId":"70207492","displayToPublicDate":"1976-12-31T10:32:42","publicationYear":"1976","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Interstitial waters of marine sediments","docAbstract":"No abstract available.
","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Chemical oceanography","largerWorkSubtype":{"id":15,"text":"Monograph"},"language":"English","publisher":"Academic Press","usgsCitation":"Manheim, F.T., 1976, Interstitial waters of marine sediments, chap. of Chemical oceanography, v. 6, p. 115-186.","productDescription":"72 p.","startPage":"115","endPage":"186","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":370551,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"6","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Manheim, Frank T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":20770,"corporation":false,"usgs":true,"family":"Manheim","given":"Frank","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":778222,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70171541,"text":"70171541 - 1976 - Heat-flow data and their relation to observed geothermal phenomena near Klamath Falls, Oregon","interactions":[],"lastModifiedDate":"2016-06-02T14:44:10","indexId":"70171541","displayToPublicDate":"1976-12-16T14:30:00","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2312,"text":"Journal of Geophysical Research","active":true,"publicationSubtype":{"id":10}},"title":"Heat-flow data and their relation to observed geothermal phenomena near Klamath Falls, Oregon","docAbstract":"Two holes were drilled to depths of about 180 m in the Lower Klamath Lake basin south of Klamath Falls, Oregon, to obtain heat flow data and to provide estimates of the thermal conductivity of the valley fill. Twenty-nine thermal conductivity determinations on eight cores give a mean conductivity of 1.82 mcal/cm s °C (0.75 W/m °K). Curvature in the upper 50 m of both terriperature profiles indicates a decrease in surface temperature of about 1.8°C, presumably resulting frorn reclamation of what was marshland in the early part of this century. A surprisingly low heat flow of 0.3 HFU (1 HFU = 10−6 cal/cm2 s = 41.8 mW/m2) was measured at site LS near the center of the basin. At site OC-1, 7 km east of LS and 2 km from the Klamath Hills geothermal zone, the heat flow was 1.44 HFU, also a low value in this setting. Temperature profiles in 15 unused water wells in the area had linear gradients ranging from 47° to 170°C/km. The corresponding lower limits of heat flow (conductivities measured at the two heat flow sites being used) range from 0.8 to 3.1 HFU. These variations in heat flow evidently are caused by temperature variations in a convecting system within the near-surface volcanic rocks and do not provide firm constraints on the nature of heat sources at depth.
","language":"English","publisher":"AGU Publications","doi":"10.1029/JB081i026p04863","issn":"0148-0227","usgsCitation":"Sass, J., and Sammel, E.A., 1976, Heat-flow data and their relation to observed geothermal phenomena near Klamath Falls, Oregon: Journal of Geophysical Research, v. 81, no. 26, p. 4863-4868, https://doi.org/10.1029/JB081i026p04863.","productDescription":"6 p.","startPage":"4863","endPage":"4868","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":322114,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"81","issue":"26","noUsgsAuthors":false,"publicationDate":"2012-09-20","publicationStatus":"PW","scienceBaseUri":"575158b4e4b053f0edd03c57","contributors":{"authors":[{"text":"Sass, J.H.","contributorId":70749,"corporation":false,"usgs":true,"family":"Sass","given":"J.H.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":631715,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sammel, Edward A.","contributorId":78320,"corporation":false,"usgs":true,"family":"Sammel","given":"Edward","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":631716,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70233438,"text":"70233438 - 1976 - Field recalibration of radiometers by using the shading technique","interactions":[],"lastModifiedDate":"2022-07-20T16:58:05.335994","indexId":"70233438","displayToPublicDate":"1976-11-01T11:55:29","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Field recalibration of radiometers by using the shading technique","docAbstract":"Use of radiometers to measure radiant energy components in energy budgets is widespread in water-resources studies. Previous experience has shown that readings of radiometers may contain substantial errors. These errors may be due to deterioration of the instrument during use and (or) inaccurate initial calibration. Both of these errors may be detected and corrected by proper field recalibration. After 10 months in the field, two Beckman-Whitley total hemispherical radiometers and one Eppley pyranometer were recalibrated by using the shading technique. The working standard was an Eppley pyrheliometer. Errors as great as 38 percent were discovered. New calibration constants were determined for all three field instruments. The shading technique is a rapid, accurate method of recalibrating under field conditions. It is important that the working standard be directly traceable to a primary standard which has participated in the International Comparisons of Pyrheliometers. With, an accurate working standard and careful technique, very accurate field recalibration is possible.
","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Jackman, A.P., and Noble, R., 1976, Field recalibration of radiometers by using the shading technique: Journal of Research of the U.S. Geological Survey, v. 4, no. 6, p. 757-764.","productDescription":"8 p.","startPage":"757","endPage":"764","costCenters":[],"links":[{"id":404142,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":404141,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1976/vol4issue6/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"volume":"4","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Jackman, Alan P.","contributorId":28239,"corporation":false,"usgs":true,"family":"Jackman","given":"Alan","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":847101,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noble, Richard D.","contributorId":293491,"corporation":false,"usgs":false,"family":"Noble","given":"Richard D.","affiliations":[],"preferred":false,"id":847102,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70233437,"text":"70233437 - 1976 - Liquid scintillation counting of filtered algae in primary production studies","interactions":[],"lastModifiedDate":"2022-07-20T16:54:52.017014","indexId":"70233437","displayToPublicDate":"1976-11-01T11:52:26","publicationYear":"1976","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Liquid scintillation counting of filtered algae in primary production studies","docAbstract":"A technique for preparing phytoplankton samples for liquid scintillation counting and standardization has been developed. It consists of digestion of the carbon-14 labeled algae on small, inert filters coupled with a filter standardization and channels ratio method of efficiency determination. The technique is an alternative to many currently used methods which result in two-phase systems whose counting efficiency cannot be easily determined. Although it does not produce a purely homogeneous solution, the proposed technique does allow for a more accurate determination of counting efficiency within the usual range of application in eutrophic or saline water.
","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Stephens, D.W., 1976, Liquid scintillation counting of filtered algae in primary production studies: Journal of Research of the U.S. Geological Survey, v. 4, no. 6, p. 753-756.","productDescription":"4 p.","startPage":"753","endPage":"756","costCenters":[],"links":[{"id":404140,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":404139,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1976/vol4issue6/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"volume":"4","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Stephens, Doyle W.","contributorId":40195,"corporation":false,"usgs":true,"family":"Stephens","given":"Doyle","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":847100,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}