{"pageNumber":"1835","pageRowStart":"45850","pageSize":"25","recordCount":46603,"records":[{"id":23474,"text":"ofr6367 - 1963 - Application of laboratory permeability data","interactions":[],"lastModifiedDate":"2017-07-27T16:18:51","indexId":"ofr6367","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"63-67","title":"Application of laboratory permeability data","docAbstract":"<p>Some of the basic material contained in this report originally was prepared in 1952 as instructional handouts for ground-water short courses and for training of foreign participants. The material has been revised and expanded and is presented in the present form to make it more readily available to the field hydrologist. Illustrations now present published examples of the applications suggested in the 1952 material. </p><p>For small areas, a field pumping test is sufficient to predict the characteristics of an aquifer. With a large area under study, the aquifer properties must be determined at many different locations and it is not usually economically feasible to make sufficient field tests to define the aquifer properties in detail for the whole aquifer. By supplementing a few field tests with laboratory permeability data and geologic interpretation, more point measurements representative of the hydrologic properties of the aquifer may be obtained. </p><p>A sufficient number of samples seldom can be obtained to completely identify the permeability or transmissibility in detail for a project area. However, a few judiciously chosen samples of high quality, combined with good geologic interpretation, often will permit the extrapolation of permeability information over a large area with a fair degree of reliability. The importance of adequate geologic information, as well as the importance of collecting samples representative of at least all major textural units lying within the section or area of study, cannot be overemphasized.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr6367","issn":"0094-9140","usgsCitation":"Johnson, A., 1963, Application of laboratory permeability data: U.S. Geological Survey Open-File Report 63-67, 33 p., https://doi.org/10.3133/ofr6367.","productDescription":"33 p.","numberOfPages":"43","costCenters":[],"links":[{"id":344396,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1963/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156855,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1963/0067/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db62322f","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":190170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38903,"text":"pp440K - 1963 - Volcanic emanations","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"pp440K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"440","chapter":"K","title":"Volcanic emanations","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Data of geochemistry","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp440K","usgsCitation":"White, D., and Waring, G., 1963, Volcanic emanations: U.S. Geological Survey Professional Paper 440, p. K1-K29, https://doi.org/10.3133/pp440K.","productDescription":"p. K1-K29","costCenters":[],"links":[{"id":126602,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0440k/report-thumb.jpg"},{"id":65942,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0440k/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd921","contributors":{"authors":[{"text":"White, D. E.","contributorId":20729,"corporation":false,"usgs":false,"family":"White","given":"D. E.","affiliations":[{"id":6672,"text":"former: USGS Southwest Biological Science Center, Colorado Plateau Research Station, Flagstaff, AZ. Current address:  TN-SCORE, Univ of Tennessee, Knoxville, TN, e-mail: jennen@gmail.com","active":true,"usgs":false}],"preferred":false,"id":220637,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waring, Gerald A.","contributorId":88341,"corporation":false,"usgs":true,"family":"Waring","given":"Gerald A.","affiliations":[],"preferred":false,"id":220638,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2478,"text":"wsp1613A - 1963 - Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y.","interactions":[{"subject":{"id":51254,"text":"ofr5377 - 1953 - Water-level and chloride-content data at outpost observation wells in southwestern Nassau County, Long Island, New York","indexId":"ofr5377","publicationYear":"1953","noYear":false,"title":"Water-level and chloride-content data at outpost observation wells in southwestern Nassau County, Long Island, New York"},"predicate":"SUPERSEDED_BY","object":{"id":2478,"text":"wsp1613A - 1963 - Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y.","indexId":"wsp1613A","publicationYear":"1963","noYear":false,"chapter":"A","title":"Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y."},"id":1},{"subject":{"id":51661,"text":"ofr5498 - 1954 - Supplementary data on water levels and chloride concentrations at outpost observation wells in southern Nassau County, Long Island, New York","indexId":"ofr5498","publicationYear":"1954","noYear":false,"title":"Supplementary data on water levels and chloride concentrations at outpost observation wells in southern Nassau County, Long Island, New York"},"predicate":"SUPERSEDED_BY","object":{"id":2478,"text":"wsp1613A - 1963 - Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y.","indexId":"wsp1613A","publicationYear":"1963","noYear":false,"chapter":"A","title":"Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y."},"id":2}],"lastModifiedDate":"2022-03-22T19:47:50.062941","indexId":"wsp1613A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1613","chapter":"A","title":"Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y.","docAbstract":"Test drilling, electrical logging, and water sampling of 'outpost' and other \r\nwells have revealed the existence of a deep confined body of salt water in the \r\nMagothy(?) formation beneath southwestern Nassau and southeastern Queens \r\nCounties, Long Island, N.Y. In connection with a test-drilling program, cooperatively sponsored by the U.S. Geological Survey, the Nassau County Department \r\nof Public Works, and the New York State Water Resources Commission (formerly \r\nWater Power and Control Commission), 13 wells ranging in depth from about \r\n130 to 800 feet were drilled during 1952 and 1953 and screened at various depths \r\nin the Magothy(?) formation and Jameco gravel. On the basis of the preliminary \r\ngeologic, hydrologic, and chemical data from these wells, a detailed investigation \r\nof ground-water conditions from the water table to the bedrock was begun in a \r\n200-square-mile area in southern Nassau and southeastern Queens Counties. \r\nThe Inain purposes of the investigation were to delineate the bodies of fresh and \r\nsalty ground water in the project area, to relate their occurrence and movement \r\nto geologic and hydrologic conditions, to estimate the rate of encroachment, if \r\nany, of the salty water, and to evaluate the effectiveness of the existing network \r\nof outpost wells as detectors of salt-water encroachment. \r\nAbout a million people in the report area, residing mainly in southern Nassau \r\nCounty, are completely dependent on ground water as a source of supply. Fortunately, precipitation averages about 44 inches per year, of which approximately \r\nhalf is estimated to percolate into the ground-water reservoir. \r\nThe ground water is contained in and moves through eight differentiated geologic units composed of unconsolidated gravel, sand, and clay, of Late Cretaceous, \r\nPleistocene, and Recent age, having a maximum total thickness of about 1,700 \r\nfeet. The underlying metamorphic and igneous crystalline basement rocks are \r\nof Precambrian age and are not water bearing. \r\nThe water-yielding units from the surface down are (1) the upper Pleistocene \r\ndeposits, (2) the principal artesian aquifer, composed of the Jameco gravel and \r\nMagothy(?) formation, and (3) the Lloyd sand member of the Raritar formation. \r\nThe confining units are the '20-foot' clay, the Gardiners clay, and the clay member of the Raritan formation. The upper Pleistocene deposits contain an extensive unconfined body of fresh water. Fresh water under artesian conditions is \r\ncontained in the principal artesian aquifer and the Lloyd sand member. The \r\npiezometric surface of the principal artesian aquifer is similar in shape to the south-ward-sloping water table; it ranges in altitude from about sea level to 55 feet \r\nabove. \r\nThe chemical quality of the fresh ground water in most of the area in all aquifers \r\nis good to excellent, and concentrations of dissolved solids and of chloride generally \r\nare below 100 ppm (parts per million) and 10 ppm, respectively. Analyses of \r\nwater samples from selected wells show no progressive increase in concentration of \r\nchloride in most of the area. The data on quality of water have been used to \r\ndelineate one major and several minor bodies of salty ground water. The wedgeshaped main confined salt-water body, in which the concentration of chloride \r\nreaches about 17,000 ppm, is in the Magothy(?) formation and Jameco gravel in \r\nextreme southwestern Nassau County and southeastern Queens County. The \r\nbase of the salt-water wedge is about at the top of the clay member of the Raritan \r\nformation. Beneath the barrier beach in south-central and southeastern Nassau County a shallow extension of the main confined salt-water body contains as much as 4,000 ppm of chloride and is separated from the lower main salt-water body by fresh ground water. Shallow, thin bodies of unconfined salty ground water are common in the upper Pleistocene and Recent deposits adjacent to salty surface water in tidal creeks, bays, and the Atlantic","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1613A","usgsCitation":"Perlmutter, N.M., and Geraghty, J.J., 1963, Geology and ground-water conditions in southern Nassau and southeastern Queens Counties, Long Island, N.Y.: U.S. Geological Survey Water Supply Paper 1613, Report: vi, 205 p.; 7 Plates: 27.00 × 40.00 inches or smaller, https://doi.org/10.3133/wsp1613A.","productDescription":"Report: vi, 205 p.; 7 Plates: 27.00 × 40.00 inches or smaller","costCenters":[],"links":[{"id":28560,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28559,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28557,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28556,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28555,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1613a/report-thumb.jpg"},{"id":28558,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28561,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1613a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394230,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24803.htm"},{"id":28554,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"96200","country":"United States","state":"New York","county":"Nassau County, Queens County","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.812,\n              40.583\n            ],\n            [\n              -73.417,\n              40.583\n            ],\n            [\n              -73.417,\n              40.727\n            ],\n            [\n              -73.812,\n              40.727\n            ],\n            [\n              -73.812,\n              40.583\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685f9f","contributors":{"authors":[{"text":"Perlmutter, N. M.","contributorId":38972,"corporation":false,"usgs":true,"family":"Perlmutter","given":"N.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145260,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geraghty, J. J.","contributorId":74738,"corporation":false,"usgs":true,"family":"Geraghty","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145261,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2355,"text":"wsp1619CC - 1963 - Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60","interactions":[],"lastModifiedDate":"2013-11-26T14:46:59","indexId":"wsp1619CC","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1619","chapter":"CC","title":"Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60","docAbstract":"<p>In the Raft River basin in south-central Idaho, ground-water withdrawals \nfor irrigation have more than doubled since 1955, when data were compiled \nfor a comprehensive report on the area. The present report summerizes data \non the ground-water use and changes in the water regimen during the intervening \n5 years. Water levels have declined 10 to 20 feet in the areas of heaviest pumping \nand 3 to 5 feet throughout the remainder of the area. These water-level declines \nare related to increased ground-water pumpage and below-normal precipitation \nin the basin. The total pumpage during the 1960 irrigation season is estimated \nto be about 127,000 acre-feet, of which about half was consumed by crops or \nevaporated. The remainder returned to the aquifer.</p>\n<br/>\n<p>Irrigation development is acting to reduce the amount of underflow out of the \nbasin. The water table can be lowered considerably more before underflow from \nthe basin would be reduced substantially.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1619CC","usgsCitation":"Mundorff, M.J., and Sisco, H., 1963, Ground water in the Raft River Basin, Idaho, with special reference to irrigation use, 1956-60: U.S. Geological Survey Water Supply Paper 1619, iii, 23 p., https://doi.org/10.3133/wsp1619CC.","productDescription":"iii, 23 p.","numberOfPages":"29","temporalStart":"1956-01-01","temporalEnd":"1960-12-31","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":137783,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619cc/report-thumb.jpg"},{"id":28284,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619cc/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28285,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619cc/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Idaho","otherGeospatial":"Raft River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.6014,41.9942 ], [ -113.6014,42.6996 ], [ -113.1303,42.6996 ], [ -113.1303,41.9942 ], [ -113.6014,41.9942 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d9b8","contributors":{"authors":[{"text":"Mundorff, Maurice John","contributorId":41404,"corporation":false,"usgs":true,"family":"Mundorff","given":"Maurice","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":145070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sisco, H.G.","contributorId":54185,"corporation":false,"usgs":true,"family":"Sisco","given":"H.G.","email":"","affiliations":[],"preferred":false,"id":145071,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2031,"text":"wsp1595 - 1963 - Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington","interactions":[],"lastModifiedDate":"2014-03-06T14:11:36","indexId":"wsp1595","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1595","title":"Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington","docAbstract":"<p>The Yakima River basin, in south-central Washington, is the largest single river system entirely within the confines of the State. Its waters are the most extensively utilized of all the rivers in Washington.</p>\n<br/>\n<p>The river heads high on the eastern slope of the Cascade Mountains, flows for 180 miles in a generally southeast direction, and discharges into the Columbia River. The western part of the basin is a mountainous area formed by sedimentary, volcanic, and metamorphic rocks, which generally have a low capacity for storing and transmitting water. The eastern part of the basin is. formed by a thick sequence of lava flows that have folded into long ridges and troughs. Downwarped structural basins between many of the ridges are partly filled with younger sedimentary deposits, which at some places are many hundreds of feet thick. The Yakima River flows from structural basin to structural basin through narrow water gaps that have been eroded through the anticlinal ridges. Each basin is also a topographic basin and a ground-water subbasin. A gaging station will measure the total outflow of a drainage area only if it is located at the surface outlet of a ground-water subbasin and then only if the stream basin is nearly coextensive with the ground-water subbasin. Many gaging stations in the Yakima basin are so located. The geology, hydrology, size. and location of 25 ground-water subbasins are described. </p>\n<br/>\n<p>Since the settlement of the valley began, the development of the land and water resources have caused progressive changes in the natural regimen of the basin's runoff. These changes have resulted from diversion of water from the streams, the application of water on the land for irrigation, the storage and release of flood waters, the pumping of ground water, and other factors Irrigation in the Yakima basin is reported 'to have begun about 1864. In 1955 about 425,000 acres were under irrigation. </p>\n<br/>\n<p>During the past 60-odd years many gaging stations have been operated at different sites within the basin. Only stations in the upper reaches, such as those below Keechelus, Kachess, or Cle Elum Lakes, give discharge records which are an accurate measure of the natural outflow of the drainage area. Farther down, stream, as the utilization of water becomes more extensive, the records at a gaging station show the discharge passing a particular point, but they do not reflect the natural outflow of the basin. Large canals divert water for use on lands above a station or carry it around a station for irrigation downstream. The deep sedimentary deposits within subbasins and the overlying alluvial gravels permit downvalley movement of large subsurface flows which bypass the gaging stations, except in the near vicinity of the water gaps. At the water gaps ground water rises to the surface, becoming streamflow, and can be accurately measured. The location of gaging stations within each subbasin is important, therefore, in determining whether the flow measured represents the total downvalley outflow or whether it is merely the surface-water component. Surface and subsurface factors that may affect the discharge records at each gaging station in the Yakima River basin include a description of upstream diversions, surface return flows, bypass canals, storage reservoirs, subsurface bypass flows, ground-water withdrawals, and other items. The available data are not sufficiently complete to permit a quantitative determination of the total basin yield at most gaging stations. However, data on the existing bypass channels, such as canals and drainage ditches, and on related subsurface movement of water provide valuable information necessary to proper use and interpretation of the streamflow records.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1595","usgsCitation":"Kinnison, H.B., and Sceva, J.E., 1963, Effects of hydraulic and geologic factors on streamflow of the Yakima River Basin, Washington: U.S. Geological Survey Water Supply Paper 1595, Report: vii, 134 p.; 3 Plates: 29.5 x 30.0 inches or smaller, https://doi.org/10.3133/wsp1595.","productDescription":"Report: vii, 134 p.; 3 Plates: 29.5 x 30.0 inches or smaller","numberOfPages":"144","costCenters":[],"links":[{"id":137648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1595/report-thumb.jpg"},{"id":27507,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27508,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27509,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1595/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27510,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1595/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Washington","otherGeospatial":"Yakima River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.8361,45.5437 ], [ -124.8361,49.0024 ], [ -116.9174,49.0024 ], [ -116.9174,45.5437 ], [ -124.8361,45.5437 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611e92","contributors":{"authors":[{"text":"Kinnison, Hallard B.","contributorId":84337,"corporation":false,"usgs":true,"family":"Kinnison","given":"Hallard","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":144555,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sceva, Jack E.","contributorId":79086,"corporation":false,"usgs":true,"family":"Sceva","given":"Jack","email":"","middleInitial":"E.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":144554,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70112249,"text":"70112249 - 1963 - Photography and imagery: a clarification of terms","interactions":[],"lastModifiedDate":"2017-03-27T13:36:30","indexId":"70112249","displayToPublicDate":"1990-06-12T08:42:00","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3051,"text":"Photogrammetric Engineering","active":true,"publicationSubtype":{"id":10}},"title":"Photography and imagery: a clarification of terms","docAbstract":"<p>The increased use of pictorial displays of data in the fields of photogrammetry and photo interpretation has led to some confusion of terms, not so much b photogrammetrists as bu users and interpreters of pictorial data. The terms \"remote sensing\" and \"remote sensing of environment\" are being used as general terms to describe \"the measurement of some property of an object without having the measuring device physically in contact with the object\" (Parker, 1962).</p><p>Measurements of size and shape by photogrammetric and optical means are common examples of remote sensing and therefore require no elaboration. Other techniques of remote sensing of electromagnetic radiation in and beyond the limits of the visible spectrum require some explanation and differentiation from the techniques used in the visible spectrum.</p><p>The following definitions of \"photography\" and \"imagery\" are proposed to clarify these two terms in hope that this will lead to more precise understanding and explanation of the processes.</p>","language":"English","publisher":"American Society of Photogrammetry","publisherLocation":"Falls Church, VA","usgsCitation":"Robinove, C.J., 1963, Photography and imagery: a clarification of terms: Photogrammetric Engineering, v. 29, no. 5, p. 880-881.","productDescription":"2 p.","startPage":"880","endPage":"881","numberOfPages":"2","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288415,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"29","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acc0de4b0e83db6d08fad","contributors":{"authors":[{"text":"Robinove, Charles J.","contributorId":16983,"corporation":false,"usgs":true,"family":"Robinove","given":"Charles","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":494573,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70106991,"text":"70106991 - 1963 - Surface water records of Indiana, 1963","interactions":[],"lastModifiedDate":"2014-06-02T06:01:42","indexId":"70106991","displayToPublicDate":"1964-01-01T13:43:33","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Surface water records of Indiana, 1963","docAbstract":"<p>The surface-water records for the 1963 water year for gaging stations, partial-record stations, and miscellaneous sites within the State of Indiana are given in this report. For convenience there are also included records for a few pertinent gaging stations in bordering States. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey, under the direction of Malcolm D. Hale, district engineer, Surface Water Branch.</p>\n<br/>\n<p>This report marks the beginning of a new method of presenting, annually, basic data on surface-water records by States. Through September 30, 1960, the records of discharge and stage of streams and contents and stage of lakes or reservoirs were published in an annual series of U.S. Geological Survey water-supply papers entitled \"Surface Water Supply of the United States.\" Since 1951 there have been 20 volumes in the series; each volume covered an area whose boundaries coincided with those of certain natural drainage areas. The records in Indiana were contained in Parts 3A, 4 and 5 of that series.</p>\n<br/>\n<p>Beginning with the 1961 water year, streamflow records and related data will be released by the Geological Survey in annual reports on a State-boundary basis. Distribution of these basic-data reports will be limited and primarily for local needs. The records later will be published in Geological Survey water-supply papers at 5-year intervals. These 5-year water-supply papers will show daily discharge and will be compiled on the same geographical areas previously used for the annual series; however, some of the 14 parts of coterminous United States will be further subdivided.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/70106991","collaboration":"Prepared in cooperation with Indiana Flood Control and Water Resources Commission; State Department of Conservation, Division of Water Resources; State Highway Commission; State Board of Health; Corps of Engineers, U.S. Army","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1963, Surface water records of Indiana, 1963, vii, 194 p., https://doi.org/10.3133/70106991.","productDescription":"vii, 194 p.","numberOfPages":"204","temporalStart":"1962-10-01","temporalEnd":"1963-09-30","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":287924,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287923,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70106991/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"537b2808e4b0929ba496abc2","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":535653,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5220603,"text":"5220603 - 1963 - Disease and infection in the Tetraonidae","interactions":[],"lastModifiedDate":"2025-02-05T16:09:43.720999","indexId":"5220603","displayToPublicDate":"1963-10-04T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2508,"text":"Journal of Wildlife Management","active":true,"publicationSubtype":{"id":10}},"title":"Disease and infection in the Tetraonidae","docAbstract":"Disease is one of many factors advanced to explain the fluctuations of grouse populations, but no profound study of natural disease losses in Tetraonidae exists. The literature contains frequent references to THE grouse disease, although many potential pathogens are listed in numerous surveys and limited investigations, and the relevant data indicate that no single etiologic agent is universally responsible for disease in grouse. Few experimental infections or related studies on parasite biology have been attempted. Well-trained personnel and specialized facilities are required for research and analysis (1) to develop new methods of interpretation to be used with existing census techniques, (2) to conduct intensive studies of ecological factors of host and habitat, and (3) to establish base lines for recognition of deviations from the norm. Disease in wildlife can be controlled only through management procedures based on information concerning the biology of pathogens, hosts, and environments. It cannot be studied as a separate entity if its impact on survival or population fluctuations of grouse is to be correctly assessed.","language":"English","publisher":"Wiley","doi":"10.2307/3798499","usgsCitation":"Herman, C.M., 1963, Disease and infection in the Tetraonidae: Journal of Wildlife Management, v. 27, no. 4, p. 850-855, https://doi.org/10.2307/3798499.","productDescription":"6 p.","startPage":"850","endPage":"855","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":196345,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"27","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a59e","contributors":{"authors":[{"text":"Herman, C. M.","contributorId":101335,"corporation":false,"usgs":true,"family":"Herman","given":"C.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":332092,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25147,"text":"25147 - 1963 - Chemical analyses of surface waters in Colorado, October 1959 to September 1962","interactions":[],"lastModifiedDate":"2025-07-21T20:15:08.184674","indexId":"25147","displayToPublicDate":"1963-10-01T11:59:21","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Chemical analyses of surface waters in Colorado, October 1959 to September 1962","docAbstract":"<p>Data presented herein are records of water quality for the period October 1959 to September 1962 for the sampling sites shown below and on the enclosed map. The data are preliminary and subject to revision. Final records are published in the annual series of Geological Survey Water-Supply Papers entitled \"Quality of Surface Waters of the United States, \" which can be obtained from the Superintendent of Documents, U. S. Government Printing Office, Washington, D. C. 20242.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/25147","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1963, Chemical analyses of surface waters in Colorado, October 1959 to September 1962, 56 p., https://doi.org/10.3133/25147.","productDescription":"56 p.","temporalStart":"1959-10-01","temporalEnd":"1962-09-30","costCenters":[],"links":[{"id":492699,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/25147/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":290129,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/25147/report-thumb.jpg"}],"country":"United States","state":"Colorado","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0603,36.9924 ], [ -109.0603,41.0034 ], [ -102.0409,41.0034 ], [ -102.0409,36.9924 ], [ -109.0603,36.9924 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53c64d78e4b0001bd5147745","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":529183,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70221073,"text":"70221073 - 1963 - Studies of fluid inclusions; [Part] 2, Freezing data and their interpretation","interactions":[],"lastModifiedDate":"2021-06-01T17:30:35.930425","indexId":"70221073","displayToPublicDate":"1963-04-01T12:28:03","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"Studies of fluid inclusions; [Part] 2, Freezing data and their interpretation","docAbstract":"<p><span>Aqueous and non-aqueous&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;in 84 samples of various minerals from a wide range of geologic environments were studied with the&nbsp;</span><span class=\"ScopusTermHighlight\">freezing</span><span>&nbsp;stage in order to gain an insight into the range of concentrations and compositions of&nbsp;</span><span class=\"ScopusTermHighlight\">fluid</span><span>&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>.&nbsp;</span><span class=\"ScopusTermHighlight\">Inclusions</span><span>&nbsp;in most Mississippi Valley-type ore minerals contain highly concentrated saline solutions, showing&nbsp;</span><span class=\"ScopusTermHighlight\">freezing</span><span>&nbsp;temperatures between -23.4° and -10.5° C; minerals from ore deposits of more typically hydrothermal affiliations mainly show temperatures of -9.4° to nearly 0° C; and&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;in quartz crystals from sedimentary, metamorphic, and igneous rock environments show a wide range of&nbsp;</span><span class=\"ScopusTermHighlight\">freezing</span><span>&nbsp;temperatures.&nbsp;</span><span class=\"ScopusTermHighlight\">Inclusions</span><span>&nbsp;in pegmatite minerals in particular vary over a wide range, from the most concentrated solutions found in any&nbsp;</span><span class=\"ScopusTermHighlight\">inclusion</span><span>&nbsp;(&gt; 40% salts) to fairly dilute solutions (&lt; 5% salts). Most&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;in quartz from Swiss Alpine-type veins, and from Brazilian quartz veins and pegmatites, show&nbsp;</span><span class=\"ScopusTermHighlight\">freezing</span><span>&nbsp;temperatures in the range -8.5° to -</span><span class=\"ScopusTermHighlight\">2</span><span>.5°, and considerable free C02. Other geologic environments sampled include Colombian emerald, pegmatitic topaz and fluorite, the Triassic traprock zeolite assemblage, and sedimentary halite beds. Not all the phenomena exhibited by&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;at low temperature are completely understood at present but several crystalline hydrate phases, such as NaCl-2H,0 and CO,-5%H,0 (structural formula 8C02-46H20), are shown to be stable in&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;of appropriate composition even at temperatures above 0° C, and probably exist in the&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;in natural rocks in polar regions. More significantly, the formation and recognition of such phases aid in establishing the gross composition of individual&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;far too small for chemical analysis. The&nbsp;</span><span class=\"ScopusTermHighlight\">data</span><span>&nbsp;obtained are useful in a variety of ways, such as: discriminating among gas, liquid, and supercritical&nbsp;</span><span class=\"ScopusTermHighlight\">fluid</span><span>, and among liquid water, liquid oil, and liquid C02 in&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>; improving precision of the pressure corrections applied to&nbsp;</span><span class=\"ScopusTermHighlight\">inclusion</span><span>&nbsp;filling temperature determinations; proving the general lack of leakage into or out of&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>; estimating the minimum pressure at the time of deposition of certain samples; verifying the lack of extraneous solid crystallization nuclei in the&nbsp;</span><span class=\"ScopusTermHighlight\">inclusions</span><span>&nbsp;and hence their formation from exceedingly quiet, clean solutions; determining the total equivalent NaCl concentrations and some information concerning the composition of the fluids from which ores have formed; and determining changes in the composition of the fluids bathing a single crystal during its growth, and at certain times throughout its history.&nbsp;</span></p>","language":"English","publisher":"Society of Economic Geologists","doi":"10.2113/gsecongeo.58.2.167","usgsCitation":"Roedder, E., 1963, Studies of fluid inclusions; [Part] 2, Freezing data and their interpretation: Economic Geology, v. 58, no. 2, p. 167-211, https://doi.org/10.2113/gsecongeo.58.2.167.","productDescription":"45 p.","startPage":"167","endPage":"211","costCenters":[],"links":[{"id":386046,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"58","issue":"2","noUsgsAuthors":false,"publicationDate":"1963-04-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Roedder, E.","contributorId":100986,"corporation":false,"usgs":true,"family":"Roedder","given":"E.","affiliations":[],"preferred":false,"id":816699,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70221092,"text":"70221092 - 1963 - Some aspects of sampling salty ground water in coastal aquifers","interactions":[],"lastModifiedDate":"2021-06-01T19:38:26.940939","indexId":"70221092","displayToPublicDate":"1963-01-01T14:34:40","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Some aspects of sampling salty ground water in coastal aquifers","docAbstract":"<p><span>Investigations of the fluctuations of chloride content&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;wells that tap the zone of diffusion between fresh and salt&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;show that the&nbsp;</span><span class=\"ScopusTermHighlight\">salty</span><span>&nbsp;well&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;behaves erratically when the well is pumped. Frequently, a static distribution of chloride content that ranges from less than 1,000 ppm at the top to more than 10,000 ppm at the bottom is present&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the open‐hole part of a well. When the well is pumped, the discharge&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;tends to come from the upper part of the open hole because less energy is expended by removal of low‐density&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;from this region than by removal of high‐density&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;from the lower part of the open hole. Where the permeability of strata&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the deep part of the open hole is greater than that&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the shallow part, the tendency for natural selection of the less dense, shallow&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;is suppressed, and practically all the&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the blend comes from the deep part. As a result of this complex interrelation of hydraulics, distribution and density of the salt&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>, and permeability, the depth at which the pumped&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;enters the well bore is indeterminate. This deficiency leads to the use of multiple‐depth‐bottle, windshield‐wiper, and electrical‐conductivity&nbsp;</span><span class=\"ScopusTermHighlight\">sampling</span><span>&nbsp;techniques for collection of data used&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;constructing maps and cross sections that show the areal‐depth relations of salt&nbsp;</span><span class=\"ScopusTermHighlight\">water</span><span>&nbsp;</span><span class=\"ScopusTermHighlight\">in</span><span>&nbsp;the Biscayne&nbsp;</span><span class=\"ScopusTermHighlight\">aquifer</span><span>&nbsp;of the Miami area, Florida.&nbsp;</span></p>","language":"English","publisher":"Wiley  Blackwell","doi":"10.1111/j.1745-6584.1963.tb01903.x","usgsCitation":"Kohout, F., and Hoy, N., 1963, Some aspects of sampling salty ground water in coastal aquifers: Groundwater, v. 1, no. 1, p. 28-43, https://doi.org/10.1111/j.1745-6584.1963.tb01903.x.","productDescription":"16 p.","startPage":"28","endPage":"43","costCenters":[],"links":[{"id":386072,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"1","issue":"1","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Kohout, F. A.","contributorId":103979,"corporation":false,"usgs":true,"family":"Kohout","given":"F. A.","affiliations":[],"preferred":false,"id":816732,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoy, N.D.","contributorId":15618,"corporation":false,"usgs":true,"family":"Hoy","given":"N.D.","email":"","affiliations":[],"preferred":false,"id":816733,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70263266,"text":"wdrCA632 - 1963 - Surface water records of California, 1963; Volume 2: Northern Great Basin and Central Valley","interactions":[],"lastModifiedDate":"2025-02-14T15:46:09.61915","indexId":"wdrCA632","displayToPublicDate":"1963-01-01T10:45:35","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-63-2","title":"Surface water records of California, 1963; Volume 2: Northern Great Basin and Central Valley","docAbstract":"<p>The surface-water records for the 1963 water year for gaging stations, partial-record stations, and miscellaneous sites within the State of California are given in this report. For convenience there are also included records for a few pertinent gaging stations in bordering States. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey, under the direction of Walter Hofmann, district engineer. Surface Water Branch.</p><p>Through September 30, 1960, the records of discharge and stage of streams and contents and stage of lakes or reservoirs were published in an annual series of U.S. Geological Survey water-supply papers entitled \"Surface Water Supply of the United States.\" Since 1951 there have been 20 volumes in the series; each volume covered an area whose boundaries coincided with those of certain natural drainage areas. The records in California were contained in parts 9, 10, and 11 of that series.</p><p>Beginning with the 1961 water year, streamflow records and related data are being released by the Geological Survey in annual reports on a State-boundary basis. Distribution of these basic data reports is limited and primarily for local needs. The records later will be published in Geological Survey water-supply papers at 5-year intervals. These 5-year water-supply papers will show daily discharge and will be compiled on the same geographical areas Previously used for the annual series; however, some of the 14 Parts of conterminous United States will be further subdivided.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrCA632","collaboration":"Prepared in cooperation with the State of California and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1963, Surface water records of California, 1963; Volume 2: Northern Great Basin and Central Valley: U.S. Geological Survey Water Data Report CA-63-2, xiii, 465-938 p., https://doi.org/10.3133/wdrCA632.","productDescription":"xiii, 465-938 p.","costCenters":[],"links":[{"id":482108,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1963/ca-63-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":482107,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1963/ca-63-2/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Central Valley, Northern Great 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,{"id":1686,"text":"1686 - 1963 - Dispersion in natural streams","interactions":[],"lastModifiedDate":"2022-08-17T19:54:23.991124","indexId":"1686","displayToPublicDate":"1963-01-01T10:28:08","publicationYear":"1963","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":"Dispersion in natural streams","docAbstract":"<p>Eleven tests were conducted to study the dispersion patterns of a radiotracer in five natural stream channels and in one canal. The radiotracer was injected as a line source. The patterns of dispersion that were observed in these channels were compared with patterns predicted by the theoretical models for one-dimensional flow developed by Taylor and other investigators. Analysis of the relation between time and concentration of the tracer at several sections in each of the six reaches shows that the available theoretical models are not adequate to describe the dispersion patterns actually observed. Dispersion coefficients determined from the test data are from 2 to 30 times greater than those predicted by the theoretical models. It is apparent that a better understanding of the dispersal phenomenon is needed in order to predict dispersion patterns in natural streams. </p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Washington, D.C.","doi":"10.3133/1686","collaboration":"Prepared in cooperation with the United States Atomic Energy Commission","usgsCitation":"Godfrey, R.G., and Frederick, B.J., 1963, Dispersion in natural streams: Open-File Report, viii, 75 p., https://doi.org/10.3133/1686.","productDescription":"viii, 75 p.","numberOfPages":"83","costCenters":[],"links":[{"id":405280,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/1686/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":289868,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/1686/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53c4fc0ce4b0b58d96eeb581","contributors":{"authors":[{"text":"Godfrey, Richard G.","contributorId":100046,"corporation":false,"usgs":true,"family":"Godfrey","given":"Richard","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":143970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frederick, Bernard J.","contributorId":106808,"corporation":false,"usgs":true,"family":"Frederick","given":"Bernard","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":143971,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70176112,"text":"70176112 - 1963 - Surface water records of Texas, 1962","interactions":[],"lastModifiedDate":"2017-06-07T17:30:06","indexId":"70176112","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":5196,"text":"Water Data Report","active":true,"publicationSubtype":{"id":6}},"title":"Surface water records of Texas, 1962","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70176112","usgsCitation":"U.S. Geological Survey, 1963, Surface water records of Texas, 1962: Water Data Report, 414 p., https://doi.org/10.3133/70176112.","productDescription":"414 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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,{"id":4091,"text":"cir478 - 1963 - Floods in Wyoming, magnitude and frequency","interactions":[],"lastModifiedDate":"2023-04-27T19:49:17.622715","indexId":"cir478","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","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":"478","title":"Floods in Wyoming, magnitude and frequency","docAbstract":"<p>This report contains the results of four separate flood-frequency analyses designated A, B, C, and D. Analysis A is for the portion of Wyoming east of the Continental Divide. Analysis B applies to the portion of Wyoming in Part 9, as designated in streamflow reports entitled \"Surface Water Supply of the United Stated\" published by the U.S. Geological Survey, and was extracted fro.m an unpublished study by W. P. Somers in 1959. Analysis C applies to Part 10 and was extracted from Circutar 457 (Berwick, 1962). Analysis D applies to Part 13 and was extracted from a report by C. A. Thomas, H. C. Broom, and J. E. Cummans (1963).</p><p>Methods described in this report can be used to estimate the magnitude of a flood of any selected recurrence interval between 1.1 and 50 years for any unregulated stream in Wyoming, gaged or ungaged, within the scope of the data. Flood-frequency relations are not defined for a large part of the North Platte River basin in south-central Wyoming because of insufficient data. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir478","collaboration":"Prepared in cooperation with Wyoming State Highway Department","usgsCitation":"Carter, J.R., and Green, A.R., 1963, Floods in Wyoming, magnitude and frequency: U.S. Geological Survey Circular 478, Report: iv, 27 p.; 2 Plates: 9.36 x 12.59 and 9.18 x 12.67 inches, https://doi.org/10.3133/cir478.","productDescription":"Report: iv, 27 p.; 2 Plates: 9.36 x 12.59 and 9.18 x 12.67 inches","numberOfPages":"32","costCenters":[],"links":[{"id":416456,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23527.htm","linkFileType":{"id":5,"text":"html"}},{"id":31192,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/0478/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":271068,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/0478/plate-1.pdf"},{"id":271069,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/0478/plate-2.pdf"},{"id":124473,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/0478/report-thumb.jpg"}],"country":"United States","state":"Wyoming","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.0569,40.9947 ], [ -111.0569,45.0059 ], [ -104.0522,45.0059 ], [ -104.0522,40.9947 ], [ -111.0569,40.9947 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699af5","contributors":{"authors":[{"text":"Carter, J. R.","contributorId":23128,"corporation":false,"usgs":true,"family":"Carter","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":148173,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, A. Rice","contributorId":31731,"corporation":false,"usgs":true,"family":"Green","given":"A.","email":"","middleInitial":"Rice","affiliations":[],"preferred":false,"id":148174,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70190793,"text":"70190793 - 1963 - Ground-water data: Beaver, Escalante, Cedar City, and Parowan Valleys; parts of Washington, Iron, Beaver, and Millard Counties, Utah","interactions":[],"lastModifiedDate":"2017-09-14T11:15:45","indexId":"70190793","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5497,"text":"Utah Basic-Data Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"6","title":"Ground-water data: Beaver, Escalante, Cedar City, and Parowan Valleys; parts of Washington, Iron, Beaver, and Millard Counties, Utah","docAbstract":"<p>This report is intended to serve two purposes: (1) to make available to the public basic ground-water data useful in planning and studying development of water resources, and (2) to supplement an interpretive report that will be published later.</p><p>Records were collected during the period 1935-62 by the U.S. Geological Survey in cooperation with the Utah State Engineer as part of the investigation of ground-water conditions in the Beaver, Escalante, Cedar City, and Parowan Walleys. This report will include records collected subsequent to data published in earlier reports listed in the bibliography. The interpretive material will be published in a companion report by George W. Sandberg.</p><p>This report is most useful in predicting conditions likely to be found in areas that are being considered as well sites. The person considering the new well can spot the proposed site on plate 1 and examine the records of nearby wells as shown in the tables and figure 2. From table 1 he can note such things as diameter, depth, water level, yield, use of water, and depth to aquifers in wells in the vicinity, and from the well logs in table 3 he can note the type of material that yields water to the wells. Table 2 gives several years record of yields and pumping levels of irrigation wells, and in table 4 are the chemical analyses of water from wells and springs. Figure 2 shows the historic fluctuations and trends of water levels in the four valleys. If the reader decides from his examination that conditions are favorable, he can place an application to drill a well with the State Engineer. During the past several years, however, the State Engineer has rejected new applications to appropriate water in major portions of Beaver Valley, Milford and Beryl-Enterprise districts in Escalante Valley, and Cedar City Valley. Anyone seeking to initiate a new ground-water right in any of these areas should obtain information from the State Engineer's Office in either Salt Lake City or Cedar City to determine the likelihood of approval of the required application.</p><p>The report is also useful when planning large-scale developments of water supply. This and other uses of the report will be helped by use of the interpretive report upon its release.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Sandberg, G., 1963, Ground-water data: Beaver, Escalante, Cedar City, and Parowan Valleys; parts of Washington, Iron, Beaver, and Millard Counties, Utah: Utah Basic-Data Report 6, 26 p.","productDescription":"26 p.","numberOfPages":"32","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345760,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345759,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-120&Title=Basic+Data+Report+6"}],"country":"United States","state":"Utah","county":"Beaver County, Iron County, Millard County, Washington County","otherGeospatial":"Beaver Valley, Cedar City Valley, Escalante Valley, Parowan Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb953be4b091459a578234","contributors":{"authors":[{"text":"Sandberg, George W.","contributorId":177525,"corporation":false,"usgs":false,"family":"Sandberg","given":"George W.","affiliations":[],"preferred":false,"id":710418,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70190794,"text":"70190794 - 1963 - Ground-water data, central Sevier Valley, parts of Sanpete, Sevier, and Piute Counties, Utah","interactions":[],"lastModifiedDate":"2017-09-14T11:25:28","indexId":"70190794","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5497,"text":"Utah Basic-Data Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"3","title":"Ground-water data, central Sevier Valley, parts of Sanpete, Sevier, and Piute Counties, Utah","docAbstract":"<p>This report is intended to serve two purposes: (1) to make available to the public basic ground-water data useful in planning and studying development of water resources and (2) to supplement an interpretive report that will be published later.</p><p>Records were collected during the period 1956-60 by the U.S. Geological Survey in cooperation with the Utah State Engineer as a part of the investigation of ground-water conditions in the central Sevier Valley in parts of Sanpete, Sevier, and Piute Counties, Utah. The interpretive material will be published in a companion report by Richard A. Young and Carl H. Carpenter.</p><p>This report is most useful in predicting conditions likely to be found in areas that are being considered as well sites. The person considering the new well can spot the proposed site on plate l and examine the records of nearby wells as shown on the tables. From tables land 4 he can note the type of material that yields water to wells in the vicinity; from table 1 he can note (l) the depth and diameter of wells in the vicinity and the yield of some of those wells, and (2) the depth to water or the feet of water pressure in the vicinity; from table 3 he can note the historic fluctuations and trends of water levels in the vicinity; from table 2 and plate l he can note the location or springs and the conditions related to the occurrence of these springs; from table 5 he can note the chemical quality of the water from wells and springs in the vicinity; and from tables l and 2 he can find the use made of the well and spring water. If the reader decides from his examination that conditions are favorable, he can place an application to drill a well with the state engineer. If the State Engineer believes unappropriated water is available, the application may be approved after minimum statutory requirements have been satisfied.</p><p>The report is also useful when planning large-scale developments of water supply. This and other uses of the report will be helped by use of the interpretive report upon its release.</p>","language":"English","publisher":"U.S. geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Carpenter, C.H., and Young, R.A., 1963, Ground-water data, central Sevier Valley, parts of Sanpete, Sevier, and Piute Counties, Utah: Utah Basic-Data Report 3, 34 p.","productDescription":"34 p.","numberOfPages":"42","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345762,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345761,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-060&Title=Basic+Data+Report+3"}],"country":"United States","state":"Utah","county":"Piute County, Sanpete County, Sevier County","otherGeospatial":"Sevier Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb953ae4b091459a57822f","contributors":{"authors":[{"text":"Carpenter, Carl H.","contributorId":46074,"corporation":false,"usgs":true,"family":"Carpenter","given":"Carl","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":710419,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, Richard A.","contributorId":38975,"corporation":false,"usgs":true,"family":"Young","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":710420,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70171156,"text":"70171156 - 1963 - Quantitation of microorganic compounds in waters of the Great Lakes by adsorption on activated carbon","interactions":[],"lastModifiedDate":"2016-05-24T10:12:08","indexId":"70171156","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Quantitation of microorganic compounds in waters of the Great Lakes by adsorption on activated carbon","docAbstract":"<p>Microorganic compounds in waters of Lakes Michigan and Huron have been sampled by adsorption on activated carbon in filters installed aboard the M/V<span>&nbsp;</span><i>Cisco</i><span>&nbsp;</span>and at the Hammond Bay Laboratory of the U.S. Bureau of Commercial Fisheries. The organic compounds were eluted from the carbon according to techniques developed at the U.S. Public Health Service. On the assumption that chloroform eluates represent less polar compounds from industrial sources and alcohol eluates the more polar varieties of natural origin, plots of chloroform eluates against alcohol eluates appear to be useful in judging water qualities. Based upon these criteria, the data in this paper indicate that both the waters of northern Lake Michigan and of Lake Huron, in the vicinity of Hammond Bay, Michigan, are relatively free from pollution. The limnetic waters of Lake Michigan showed a particularly high ratio of alcohol to chloroform eluates. Data for monthly samples indicated that this ratio fluctuated seasonally. The periodicity of the fluctuations was similar to those of lake levels and water temperatures.</p>","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Proceedings of the 6th Conference on Great Lakes Research","largerWorkSubtype":{"id":19,"text":"Conference Paper"},"conferenceTitle":"6th Conference on Great Lakes Research","conferenceDate":"June 13-15, 1963","conferenceLocation":"Ann Arbor, MI","language":"English","publisher":"University of Michigan","usgsCitation":"Daniels, S.L., Kempe, L.L., Graham, E.S., and Beeton, A.M., 1963, Quantitation of microorganic compounds in waters of the Great Lakes by adsorption on activated carbon, <i>in</i> Proceedings of the 6th Conference on Great Lakes Research, Ann Arbor, MI, June 13-15, 1963, p. 118-123.","productDescription":"6 p.","startPage":"118","endPage":"123","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":321594,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"574d6635e4b07e28b6684cbe","contributors":{"authors":[{"text":"Daniels, Stacy L.","contributorId":105821,"corporation":false,"usgs":true,"family":"Daniels","given":"Stacy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":630130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kempe, Lloyd L.","contributorId":55117,"corporation":false,"usgs":true,"family":"Kempe","given":"Lloyd","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":630131,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Graham, E. S.","contributorId":169582,"corporation":false,"usgs":false,"family":"Graham","given":"E.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":630132,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Beeton, Alfred M.","contributorId":94247,"corporation":false,"usgs":true,"family":"Beeton","given":"Alfred","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":630133,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70190795,"text":"70190795 - 1963 - Selected hydrologic data, Jordan Valley, Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2017-09-14T11:34:00","indexId":"70190795","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5497,"text":"Utah Basic-Data Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"4","title":"Selected hydrologic data, Jordan Valley, Salt Lake County, Utah","docAbstract":"<p>This report is intended to serve two purposes: (1) to make available to the public basic ground-water data useful in planning and studying development of water resources and (2) to supplement an interpretive report that will be published later.</p><p>Records were collected during the period 1956-59 by the U.S. Geological Survey in cooperation with the Utah State Engineer as a part of the investigation of Ground-water conditions in the Jordan Valley, Utah. The interpretive material Will be published in a companion report by T. lendell Marine and Don Price.</p><p>This report is most useful in predicting conditions likely to be found in areas that are being considered as well sites. The person considering the new well can spot the proposed site in plate 1 and examine the records of nearby wells as shown in the tables. From table 2 he can note the type of material that yields water to wells in the vicinity; from table l he can note (1) the depth and diameter of wells in the vicinity and the yield of some of those wells, and (2) the depth to water or the feet of water pressure in the vicinity; from table 1 and plate 1 he can note the location of springs; from tables 3 and l, he can note the chemical quality of the water from wells and springs and from surface sources in the vicinity; and from table l he can find the use made of the well and spring water. If the reader decides from his examination that conditions are favorable, he can place an application to drill a well with the State Engineer. &nbsp;If the State Engineer believes that unappropriated water is available, the application may be approved after minimum statutory requirements have been satisfied.</p><p>The report is also useful when planning large-scale developments of water supply. This and other uses of the report will be helped by use of the interpretive report upon its release.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Marine, I.W., and Price, D., 1963, Selected hydrologic data, Jordan Valley, Salt Lake County, Utah: Utah Basic-Data Report 4, 30 p.","productDescription":"30 p.","numberOfPages":"33","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345764,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345763,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-080&Title=Basic+Data+Report+4"}],"country":"United States","state":"Utah","county":"Salt Lake Valley","otherGeospatial":"Jordan Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb953ae4b091459a57822d","contributors":{"authors":[{"text":"Marine, I. Wendell","contributorId":49339,"corporation":false,"usgs":true,"family":"Marine","given":"I.","email":"","middleInitial":"Wendell","affiliations":[],"preferred":false,"id":710421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":710422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70190792,"text":"70190792 - 1963 - Selected hydrologic data, Tooele Valley, Tooele County, Utah","interactions":[],"lastModifiedDate":"2017-09-14T11:09:23","indexId":"70190792","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5497,"text":"Utah Basic-Data Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"7","title":"Selected hydrologic data, Tooele Valley, Tooele County, Utah","docAbstract":"<p>This report is intended to serve two purposes: (1) to make available to the public basic ground-water data useful in planning and studying development of water resources, and (2) to supplement an interpretive report that will be published later.</p><p>Records were collected during the period 1958-63 by the U.S. Geological Survey in cooperation with the Utah State Engineer as part of the investigation of ground-water conditions in Tooele Valley, Tooele County, Utah. Additional data, collected prior to this study, can be found in the reports listed in the bibliography, and in the Water-Supply Papers of the Geological Survey listed at the beginning of table 2. The interpretive material will be published in a companion report by Joseph S. Gates.</p><p>This report is most useful in predicting conditions likely to be found in areas that are being considered as well sites. The person considering the new well can spot the proposed site on plate 1 and examine the records of nearby wells as shown in the tables and figures. From table I he can note such things as depth, diameter, water level, yield, drawdown, use of water, temperature of water, and depth of perforations. By comparing the depth of perforations with the drillers' logs in table 3 he can note the type of material that yields water to the wells. Table 2 and figures 2, 3, and 4 show the historic fluctuations and trends of water levels in the vicinity. From table 4 he can note the chemical quality of the water from wells in the vicinity. Table 5 shows the amount of water discharged during 1962 from the pumped wells. If the reader decides from his examination that conditions are favorable he can place an application to drill a well with the State Engineer. If the State Engineer believes unappropriated water is available, the application may be approved after minimum statutory requirements have been satisfied.</p><p>The report is also useful when planning large-scale developments of water supply. This and other uses of the report will be helped by use of the interpretive report upon its release.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Gates, J., 1963, Selected hydrologic data, Tooele Valley, Tooele County, Utah: Utah Basic-Data Report 7, 23 p.","productDescription":"23 p.","numberOfPages":"28","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345758,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345757,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-140&Title=Basic+Data+Report+7"}],"country":"United States","state":"Utah","county":"Tooele County","otherGeospatial":"Tooele Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb953be4b091459a578236","contributors":{"authors":[{"text":"Gates, Joseph S.","contributorId":21647,"corporation":false,"usgs":true,"family":"Gates","given":"Joseph S.","affiliations":[],"preferred":false,"id":710417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70010714,"text":"70010714 - 1963 - Study of multicomponent mixtures in solution with a vertical-axis transmission-type filter-fluorometer","interactions":[],"lastModifiedDate":"2023-03-20T16:04:33.571393","indexId":"70010714","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":761,"text":"Analytical Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Study of multicomponent mixtures in solution with a vertical-axis transmission-type filter-fluorometer","docAbstract":"Fluorescence intensity, sensitivity, and the effect of diverse ions are discussed in relation to chemical equilibrium and the general equation for fluorescence. High sensitivity is the common denominator in eliminating or reducing all types of interference and the general equation is the key for quickly selecting conditions that give maximum sensitivity. With a transmission-type fluorometer, experimental fluorescence intensities adhere to the general equation over a very wide range of light absorption. If the instrument has a vertical axis, solution depth can be adjusted so that the data fall on that portion of the theoretical curve which is essentially a straight line. When the fluorescence wavelength selected for measurement is not absorbed by the solution, the general equation reduces to a much simpler expression, and then, under proper circumstances, fluorescence values can be used for calculations as confidently and as easily as absorbance values.","language":"English","publisher":"ACS Publications","doi":"10.1021/ac60196a004","usgsCitation":"Fletcher, M.H., 1963, Study of multicomponent mixtures in solution with a vertical-axis transmission-type filter-fluorometer: Analytical Chemistry, v. 35, no. 3, p. 278-288, https://doi.org/10.1021/ac60196a004.","productDescription":"11 p.","startPage":"278","endPage":"288","numberOfPages":"11","costCenters":[],"links":[{"id":219483,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"35","issue":"3","noUsgsAuthors":false,"publicationDate":"2002-05-01","publicationStatus":"PW","scienceBaseUri":"505b9cd7e4b08c986b31d4df","contributors":{"authors":[{"text":"Fletcher, M. H.","contributorId":53438,"corporation":false,"usgs":true,"family":"Fletcher","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":359477,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70010443,"text":"70010443 - 1963 - Deuterium in Iceland waters","interactions":[],"lastModifiedDate":"2020-11-19T18:02:36.570759","indexId":"70010443","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"Deuterium in Iceland waters","docAbstract":"<p><span>From the deuterium analysis of 159 samples of water collected in Iceland from hot-water boreholes, cold and hot springs, rivers and rain, the geographical distribution of deuterium in surface waters is plotted. On the basis of the deuterium analysis, the water from boreholes near Reykjavik does not originate from local precipitation. The variation of deuterium content of these water wells with time suggests that these data can be used to determine the time of travel of recharge water to the various boreholes, as well as the surface recharge area.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(63)90012-7","usgsCitation":"Friedman, I., Sigurgeirsson, T., and Gardarsson, O., 1963, Deuterium in Iceland waters: Geochimica et Cosmochimica Acta, v. 27, no. 6, p. 553-561, https://doi.org/10.1016/0016-7037(63)90012-7.","productDescription":"9 p.","startPage":"553","endPage":"561","numberOfPages":"9","costCenters":[],"links":[{"id":218722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Iceland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -13.392333984375,\n              65.10914820386473\n            ],\n            [\n              -13.612060546875,\n              65.53572109366296\n            ],\n            [\n              -14.61181640625,\n              66.10716955858042\n            ],\n            [\n              -14.490966796875,\n              66.39915999849539\n            ],\n            [\n              -16.10595703125,\n              66.57011534897919\n            ],\n            [\n              -18.2373046875,\n              66.25801126452266\n            ],\n            [\n              -19.412841796875,\n              66.2004427049685\n            ],\n            [\n              -22.873535156249996,\n              66.52639234726222\n            ],\n            [\n              -23.741455078125,\n              66.18713899424186\n            ],\n            [\n              -24.67529296875,\n              65.49474141843486\n            ],\n            [\n              -23.719482421875,\n              65.33934745143243\n            ],\n            [\n              -22.873535156249996,\n              65.44913291147593\n            ],\n            [\n              -22.269287109374996,\n              65.39887159286903\n            ],\n            [\n              -22.730712890625,\n              65.21528876017474\n            ],\n            [\n              -24.158935546875,\n              64.9095691859575\n            ],\n            [\n              -23.851318359375,\n              64.64270382119375\n            ],\n            [\n              -22.60986328125,\n              64.71787992684128\n            ],\n            [\n              -22.159423828125,\n              64.20637724320852\n            ],\n            [\n              -22.247314453125,\n              64.11060221954631\n            ],\n            [\n              -22.730712890625,\n              64.11060221954631\n            ],\n            [\n              -22.906494140624996,\n              63.95667333648766\n            ],\n            [\n              -22.785644531249996,\n              63.74363097533544\n            ],\n            [\n              -21.357421875,\n              63.77277727885665\n            ],\n            [\n              -19.962158203125,\n              63.44068640036803\n            ],\n            [\n              -18.599853515625,\n              63.31268278043484\n            ],\n            [\n              -17.435302734375,\n              63.64625919492172\n            ],\n            [\n              -16.424560546875,\n              63.74363097533544\n            ],\n            [\n              -14.501953124999998,\n              64.31611045403284\n            ],\n            [\n              -13.392333984375,\n              65.10914820386473\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"27","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0004e4b0c8380cd4f536","contributors":{"authors":[{"text":"Friedman, I.","contributorId":95596,"corporation":false,"usgs":true,"family":"Friedman","given":"I.","email":"","affiliations":[],"preferred":false,"id":358939,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sigurgeirsson, T.","contributorId":78877,"corporation":false,"usgs":true,"family":"Sigurgeirsson","given":"T.","email":"","affiliations":[],"preferred":false,"id":358938,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gardarsson, O.","contributorId":45186,"corporation":false,"usgs":true,"family":"Gardarsson","given":"O.","email":"","affiliations":[],"preferred":false,"id":358937,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70190787,"text":"70190787 - 1963 - Selected hydrologic data, Pavant Valley, Millard County, Utah","interactions":[],"lastModifiedDate":"2017-09-14T10:46:05","indexId":"70190787","displayToPublicDate":"1963-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5497,"text":"Utah Basic-Data Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"5","title":"Selected hydrologic data, Pavant Valley, Millard County, Utah","docAbstract":"<p>This report is intended to serve two purposes: (1) to make available to the public basic ground-water data useful in planning and studying development of water resources and (2) to supplement an interpretive report that will be published later.</p><p>Records were collected during the period 1959-62 by the U.S. Geological Survey in cooperation with the Utah State Engineer as a part of the investigation of ground-water conditions in Pavant Valley in Millard County, Utah. The interpretive material will be published in a companion report by Reed W. Mower.</p><p>This report is most useful in predicting conditions likely to be found in areas that are being considered as well sites. The person considering the new well can spot the proposed site on plate l and examine the records of nearby wells as shown in the tables. From tables l and 3 he can note the type of material that yields water to wells in the vicinity; from table 1 he can note (1) the depth and diameter of wells in the vicinity and the yield of some of those wells, and (2) the depth to water or the feet of water pressure in the vicinity; from table 2 he can note the historic fluctuations and trends of water levels in the vicinity; from table 4 he can note the chemical quality of the water from wells in the vicinity; and from table l he can find the use made of the well water. If the reader decides from his examination that conditions are favorable, he can place an application to drill a well with the State Engineer. If the State Engineer believes unappropriated water is available, the application may be approved after minimum statutory requirements have been satisfied.</p><p>The report is also useful when planning large-scale developments of water supply. This and other uses of the report will be helped by use of the interpretive report upon its release.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, Utah","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Mower, R.W., 1963, Selected hydrologic data, Pavant Valley, Millard County, Utah: Utah Basic-Data Report 5, 20 p.","productDescription":"20 p.","numberOfPages":"25","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345748,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":345747,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-100&Title=Basic+Data+Report+5"}],"country":"United States","state":"Utah","county":"Millard County","otherGeospatial":"Pavant Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb953be4b091459a57823a","contributors":{"authors":[{"text":"Mower, Reed W.","contributorId":32503,"corporation":false,"usgs":true,"family":"Mower","given":"Reed","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":710403,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70217325,"text":"wdrMDDE62 - 1962 - Surface water records of Maryland and Delaware, water year 1962","interactions":[],"lastModifiedDate":"2021-01-22T19:12:42.15787","indexId":"wdrMDDE62","displayToPublicDate":"2021-01-22T14:45:00","publicationYear":"1962","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":"MD-DE-62","displayTitle":"Surface Water Records of Maryland and Delaware, Water Year 1962","title":"Surface water records of Maryland and Delaware, water year 1962","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMDDE62","usgsCitation":"U.S. Geological Survey, 1962, Surface water records of Maryland and Delaware, water year 1962: U.S. Geological Survey Water Data Report MD-DE-62, 118 p., 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,{"id":70159012,"text":"70159012 - 1962 - Molar volumes and densities of minerals","interactions":[],"lastModifiedDate":"2015-10-22T11:30:35","indexId":"70159012","displayToPublicDate":"2015-04-06T04:15:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":337,"text":"Trace Elements Investigations","code":"TEI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"822","title":"Molar volumes and densities of minerals","docAbstract":"<p>These tables present critically chosen \"best values\" for the density and molar volume of selected mineral compounds. No attempt was made to be all-inclusive; rather we have tried to present data for chemically and physically well-defined phases for which the molar volume and/or density was knovvn to the order of 0. 2 percent.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70159012","usgsCitation":"Robie, R.A., and Bethke, P., 1962, Molar volumes and densities of minerals: U.S. Geological Survey Trace Elements Investigations 822, 30 p., https://doi.org/10.3133/70159012.","productDescription":"30 p.","numberOfPages":"39","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":309846,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70159012.PNG"},{"id":310436,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tei/822/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"561e2b37e4b0cdb063e59ce1","contributors":{"authors":[{"text":"Robie, Richard A.","contributorId":92235,"corporation":false,"usgs":true,"family":"Robie","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":577261,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bethke, Philip M.","contributorId":52829,"corporation":false,"usgs":true,"family":"Bethke","given":"Philip M.","affiliations":[],"preferred":false,"id":577262,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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