{"pageNumber":"1842","pageRowStart":"46025","pageSize":"25","recordCount":46599,"records":[{"id":1948,"text":"wsp1476 - 1959 - Investigations of Sediment Transportation, Middle Loup River at Dunning, Nebraska: With Application of Data from Turbulence Flume","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1476","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"1476","title":"Investigations of Sediment Transportation, Middle Loup River at Dunning, Nebraska: With Application of Data from Turbulence Flume","docAbstract":"An investigation of fluvial sediments of the Middle Loup River at Dunning, Nebr., was begun in 1946 and expanded in 1949 to provide information on sediment transportation. Construction of an artificial turbulence flume at which the total sediment discharge of the Middle Loup River at Dunning, Nebr., could be measured with suspended-sediment sampling equipment was completed in 1949. Since that time. measurements have been made at the turbulence flume and at several selected sections in a reach upstream and downstream from the flume. The Middle Loup River upstream from Dunning traverses the sandhills region of north-central Nebraska and has a drainage area of approximately 1,760 square miles. The sandhills are underlain by the Ogallala formation of Tertiary age and are mantled by loess and dune sand. The topography is characterized by northwest-trending sand dunes, which are stabilized by grass cover. The valley floor upstream from Dunning is generally about half a mile wide, is about 80 feet lower than the uplands, and is composed of sand that was mostly stream deposited. The channel is defined by low banks. Bank erosion is prevalent and is the source of most of the sediment load. The flow originates mostly from ground-water accretion and varies between about 200 and 600 cfs (cubic feet per second). Measured suspended-sediment loads vary from about 200 to 2,000 tons per day, of which about 20 percent is finer than 0.062 millimeter and 100 percent is finer than 0.50 millimeter. Total sediment discharges vary from about 500 to 3,500 tons per day, of which about 10 percent is finer than 0.062 millimeter, about 90 percent is finer than 0.50 millimeter, and about 98 percent is finer than 2.0 millimeters. The measured suspended-sediment discharge in the reach near Dunning averages about one-half of the total sediment discharge as measured at the turbulence flume. \r\n\r\nThis report contains information collected during the period October 1, 1948, to September 30, 1952. The information includes sediment discharges; particle-size analyses of total load, of measured suspended sediment, and of bed material; water discharges and other hydraulic data for the turbulence flume and the selected sections. \r\n\r\nSediment discharges have been computed with several different formulas, and insofar as possible, each computed load has been compared with data from the turbulence flume. Sediment discharges computed with the Einstein procedure did not agree well, in general, with comparable measured loads. However, a satisfactory representative cross section for the reach could not be determined with the cross sections that were selected for this investigation. If the computed cross section was narrower and deeper than a representative cross section for the reach, computed loads were high; and if the computed cross section was wider and shallower than a representative cross section for the reach, computed loads were low. Total sediment discharges computed with the modified Einstein procedure compared very well with the loads of individual size ranges and the measured total loads at the turbulence flume. Sediment discharges computed with the Straub equation averaged about twice the measured total sediment discharge at the turbulence flume. Bed-load discharges computed with the Kalinske equation were of about the right magnitude; however, high computed loads were associated with low total loads, low unmeasured loads, and low concentrations of measured suspended sediment coarser than 0.125 millimeter. Bed-load discharges computed with the Schoklitsch equation seemed somewhat high; about one-third of the computed loads were slightly higher than comparable unmeasured loads. Although, in general, high computed discharges with the Schoklitsch equation were associated with high measured total loads, high unmeasured loads, and high concentrations of measured suspended sediment coarser than 0.125 millimeter, the trend was not consistent. Bed-load discharges computed ","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wsp1476","collaboration":"Prepared in cooperation with the U.S. Bureau of Reclamation as part of a program of the Department of the Interior \r\nfor development of the Missouri River basin","usgsCitation":"Hubbell, D.W., and Matejka, D.Q., 1959, Investigations of Sediment Transportation, Middle Loup River at Dunning, Nebraska: With Application of Data from Turbulence Flume: U.S. Geological Survey Water Supply Paper 1476, vi, 123 p., https://doi.org/10.3133/wsp1476.","productDescription":"vi, 123 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":138428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1476/report-thumb.jpg"},{"id":27279,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1476/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247069,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-06.pdf","size":"869","linkFileType":{"id":1,"text":"pdf"}},{"id":247070,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-07.pdf","size":"1038","linkFileType":{"id":1,"text":"pdf"}},{"id":247071,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-08.pdf","size":"2110","linkFileType":{"id":1,"text":"pdf"}},{"id":247072,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-09.pdf","size":"4117","linkFileType":{"id":1,"text":"pdf"}},{"id":247073,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-10.pdf","size":"4227","linkFileType":{"id":1,"text":"pdf"}},{"id":247074,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-11.pdf","size":"3435","linkFileType":{"id":1,"text":"pdf"}},{"id":247075,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-12.pdf","size":"1509","linkFileType":{"id":1,"text":"pdf"}},{"id":247076,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1476/plate-13.pdf","size":"3463","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b8a","contributors":{"authors":[{"text":"Hubbell, David Wellington","contributorId":88330,"corporation":false,"usgs":true,"family":"Hubbell","given":"David","email":"","middleInitial":"Wellington","affiliations":[],"preferred":false,"id":144418,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Matejka, Donald Quintin","contributorId":103658,"corporation":false,"usgs":true,"family":"Matejka","given":"Donald","email":"","middleInitial":"Quintin","affiliations":[],"preferred":false,"id":144419,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":39082,"text":"pp296 - 1959 - Geology of Glacier National Park and the Flathead Region, Northwestern Montana","interactions":[],"lastModifiedDate":"2018-12-10T08:08:20","indexId":"pp296","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"296","title":"Geology of Glacier National Park and the Flathead Region, Northwestern Montana","docAbstract":"This report summarizes available data on two adjacent and partly overlapping regions in northwestern Montana. The first of these is Glacier National Park plus small areas east and west of the park. The second is here called, for convenience, the Flathead region; it embraces the mountains from the southern tip of Glacier Park to latitude 48 deg north and between the Great Plains on the east and Flathead Valley on the west. The fieldwork under the direction of the writer was done in 1948, 1949, 1950, and 1951, with some work in 1952 and 1953.\r\n\r\nThe two regions together include parts of the Swan, Flathead, Livingstone, and Lewis Ranges. They are drained largely by branches of the Flathead River. On the east and north, however, they are penetrated by tributaries of the Missouri River and in addition by streams that flow into Canada. Roads and highways reach the borders of the regions; but there are few roads in the regions and only two highways cross them. The principal economic value of the assemblage of mountains described in the present report is as a collecting ground for snow to furnish the water used in the surrounding lowlands and as a scenic and wildlife recreation area. A few metallic deposits and lignitic coal beds are known, but these have not proved to be important and cannot, as far as can now be judged, be expected to become so. No oil except minor seeps has yet been found, and most parts of the two regions covered do not appear geologically favorable to the presence of oil in commercial quantities. The high, Hungry Horse Dam on which construction was in progress during the fieldwork now floods part of the Flathead region and will greatly influence the future of that region.\r\n\r\nThe rocks range in age from Precambrian to Recent. The thickest units belong to the Belt series of Precambrian age, and special attention was paid to them. As a result, it is clear that at least the upper part of the series shows marked lateral changes within short distances. This fact introduces complexities into stratigraphic correlation and should be remembered wherever the series is studied. The stromatolites, or fossil algae, in the Belt series, although still imperfectly understood, give clues with respect to problems of ecology and stratigraphy.\r\n\r\nThe subdivisions of the Belt series within the areas covered by the present report are, in ascending order, Altyn limestone, Appekunny argillite, Grinnell argillite, Siyeh limestone, and Missoula group. Local subdivisions of the Missoula group are possible in certain areas, and all the units just named are expected to be subdivided when detailed studies are undertaken.\r\n\r\nIn the Glacier National Park and Flathead regions together, it is probable that between 25,000 and 30,000 feet of beds belonging to the Belt series, possibly more, are present. These consist largely of quartzitic argillite, quartzite, and carbonate rocks, mostly dolomitic. Small gabbroic and diabasic intrusive bodies and, at one horizon, basaltic lava are associated with the Belt series. Above the Belt series is a thick sequence of Cambrian, Devonian, and Carboniferous strata, in which limestone is dominant, followed by strata of Jurassic and Cretaceous age, largely limestone and shale and partly of terrestrial origin. Slightly consolidated gravel, sand, and silt of Tertiary age are preserved in some valleys and as erosional remnants on the plains close to the mountain border. Pleistocene and Recent glacial and fluviatile deposits are plentiful in mountain valleys and on the plains east of the mountains.\r\n\r\nSufficient crustal movements took place during the latter part of Belt time to produce tension cracks that permitted some intrusion and related extrusion to occur. Broad crustal warping probably took place at intervals during the Paleozoic era, but these successive movements left little record other than the absence of sedimentary rock units that might otherwise have been deposited. The same can be said of much of the Me","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp296","usgsCitation":"Ross, C.P., 1959, Geology of Glacier National Park and the Flathead Region, Northwestern Montana: U.S. Geological Survey Professional Paper 296, 125 p. & plates, https://doi.org/10.3133/pp296.","productDescription":"125 p. & plates","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":66396,"rank":399,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0296/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122228,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0296/report-thumb.jpg"},{"id":66397,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0296/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":66398,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0296/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":66399,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0296/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":66400,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0296/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.25,46.25 ], [ -116.25,49 ], [ -111.75,49 ], [ -111.75,46.25 ], [ -116.25,46.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683bd1","contributors":{"authors":[{"text":"Ross, Clyde P.","contributorId":10473,"corporation":false,"usgs":true,"family":"Ross","given":"Clyde","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":220917,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":33874,"text":"b1052G - 1959 - A comparison among caliper-log, gamma-ray-log, and other diamond-drillhole data","interactions":[],"lastModifiedDate":"2012-02-02T00:09:37","indexId":"b1052G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1052","chapter":"G","title":"A comparison among caliper-log, gamma-ray-log, and other diamond-drillhole data","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1052G","usgsCitation":"Bunker, C.M., and Hamontre, H., 1959, A comparison among caliper-log, gamma-ray-log, and other diamond-drillhole data: U.S. Geological Survey Bulletin 1052, p. 241-255 :diagr., map. ;24 cm., https://doi.org/10.3133/b1052G.","productDescription":"p. 241-255 :diagr., map. ;24 cm.","costCenters":[],"links":[{"id":165963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1052g/report-thumb.jpg"},{"id":61764,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1052g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1057","contributors":{"authors":[{"text":"Bunker, C. M.","contributorId":75138,"corporation":false,"usgs":true,"family":"Bunker","given":"C.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":212089,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hamontre, H.C.","contributorId":54270,"corporation":false,"usgs":true,"family":"Hamontre","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":212088,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22945,"text":"ofr59135 - 1959 - Data on water wells in the Fremont Valley area, Kern County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:07:55","indexId":"ofr59135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"59-135","title":"Data on water wells in the Fremont Valley area, Kern County, California","language":"ENGLISH","publisher":"United States Department of the Interior, Geological Survey, Ground Water Branch,","doi":"10.3133/ofr59135","issn":"0094-9140","usgsCitation":"Dutcher, L., 1959, Data on water wells in the Fremont Valley area, Kern County, California: U.S. Geological Survey Open-File Report 59-135, 128 p. :map ;27 cm., https://doi.org/10.3133/ofr59135.","productDescription":"128 p. :map ;27 cm.","costCenters":[],"links":[{"id":154300,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0135/report-thumb.jpg"},{"id":52345,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0135/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b5a4","contributors":{"authors":[{"text":"Dutcher, L.C.","contributorId":42191,"corporation":false,"usgs":true,"family":"Dutcher","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":189173,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":53457,"text":"ofr5945 - 1959 - Ground-water data from St. Thomas, Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:11:54","indexId":"ofr5945","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"59-45","title":"Ground-water data from St. Thomas, Virgin Islands","language":"ENGLISH","doi":"10.3133/ofr5945","usgsCitation":"Grossman, I., 1959, Ground-water data from St. Thomas, Virgin Islands: U.S. Geological Survey Open-File Report 59-45, 38 p., 1 fig., https://doi.org/10.3133/ofr5945.","productDescription":"38 p., 1 fig.","costCenters":[],"links":[{"id":173928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0045/report-thumb.jpg"},{"id":87447,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87448,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87449,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87450,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d086","contributors":{"authors":[{"text":"Grossman, I.G.","contributorId":52574,"corporation":false,"usgs":true,"family":"Grossman","given":"I.G.","email":"","affiliations":[],"preferred":false,"id":247652,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2030,"text":"wsp1475A - 1959 - Hydrologic data, Wind River and Fifteen Mile Creek basins, Wyoming, 1947-54","interactions":[],"lastModifiedDate":"2023-01-17T21:00:21.670922","indexId":"wsp1475A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"1475","chapter":"A","title":"Hydrologic data, Wind River and Fifteen Mile Creek basins, Wyoming, 1947-54","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1475A","usgsCitation":"King, N.J., 1959, Hydrologic data, Wind River and Fifteen Mile Creek basins, Wyoming, 1947-54: U.S. Geological Survey Water Supply Paper 1475, Report: iv, 44 p.; 3 Plates: 14.40 x 21.24 inches or smaller, https://doi.org/10.3133/wsp1475A.","productDescription":"Report: iv, 44 p.; 3 Plates: 14.40 x 21.24 inches or smaller","costCenters":[],"links":[{"id":411995,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24405.htm","linkFileType":{"id":5,"text":"html"}},{"id":27506,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1475a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27505,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27504,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27503,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1475a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137647,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1475a/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Wind River and Fifteen Mile Creek basins","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -110,\n              43.917\n            ],\n            [\n              -110,\n              42.25\n            ],\n            [\n              -107.25,\n              42.25\n            ],\n            [\n              -107.25,\n              43.917\n            ],\n            [\n              -110,\n              43.917\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607160","contributors":{"authors":[{"text":"King, Norman Julius","contributorId":57048,"corporation":false,"usgs":true,"family":"King","given":"Norman","email":"","middleInitial":"Julius","affiliations":[],"preferred":false,"id":144553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56155,"text":"ofr5968 - 1959 - \"Granite\" exploration hole, Area 15, Nevada Test Site, Nye County, Nevada--Interim report, part, A, structural, petrographic, and chemical data","interactions":[],"lastModifiedDate":"2012-02-02T00:12:11","indexId":"ofr5968","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"59-68","title":"\"Granite\" exploration hole, Area 15, Nevada Test Site, Nye County, Nevada--Interim report, part, A, structural, petrographic, and chemical data","language":"ENGLISH","doi":"10.3133/ofr5968","usgsCitation":"Houser, F.N., and Poole, F.G., 1959, \"Granite\" exploration hole, Area 15, Nevada Test Site, Nye County, Nevada--Interim report, part, A, structural, petrographic, and chemical data: U.S. Geological Survey Open-File Report 59-68, 58 p., 5 figs., 11 tables, https://doi.org/10.3133/ofr5968.","productDescription":"58 p., 5 figs., 11 tables","costCenters":[],"links":[{"id":185065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0068/report-thumb.jpg"},{"id":88114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4900e4b0b290850eecbc","contributors":{"authors":[{"text":"Houser, F. N.","contributorId":79111,"corporation":false,"usgs":true,"family":"Houser","given":"F.","middleInitial":"N.","affiliations":[],"preferred":false,"id":254847,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poole, F. G. 0000-0001-8487-0799","orcid":"https://orcid.org/0000-0001-8487-0799","contributorId":104883,"corporation":false,"usgs":true,"family":"Poole","given":"F.","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":254848,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56157,"text":"ofr5969 - 1959 - Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York","interactions":[{"subject":{"id":56157,"text":"ofr5969 - 1959 - Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York","indexId":"ofr5969","publicationYear":"1959","noYear":false,"title":"Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York"},"predicate":"SUPERSEDED_BY","object":{"id":70046988,"text":"70046988 - 1959 - Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York","indexId":"70046988","publicationYear":"1959","noYear":false,"title":"Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York"},"id":1}],"supersededBy":{"id":70046988,"text":"70046988 - 1959 - Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York","indexId":"70046988","publicationYear":"1959","noYear":false,"title":"Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York"},"lastModifiedDate":"2013-07-11T15:39:21","indexId":"ofr5969","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"59-69","title":"Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York","language":"ENGLISH","doi":"10.3133/ofr5969","usgsCitation":"Isbister, J., 1959, Ground-water levels and related hydrologic data from selected observation wells in Nassau County, Long Island, New York: U.S. Geological Survey Open-File Report 59-69, 99 p., 1 pl., 7 figs., https://doi.org/10.3133/ofr5969.","productDescription":"99 p., 1 pl., 7 figs.","costCenters":[],"links":[{"id":185067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db6681cd","contributors":{"authors":[{"text":"Isbister, John","contributorId":97074,"corporation":false,"usgs":true,"family":"Isbister","given":"John","email":"","affiliations":[],"preferred":false,"id":254850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3724,"text":"cir410 - 1959 - Probability analysis applied to a water-supply problem","interactions":[],"lastModifiedDate":"2017-03-22T15:29:57","indexId":"cir410","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"410","title":"Probability analysis applied to a water-supply problem","docAbstract":"<p>The literature on probability techniques applicable to problems in hydrology is abundant but scattered through scientific journals of both hydrology and statistics. Important administrative and judicial decisions presently face water-compact commissions, courts, and water-planning committees. These and other groups might find useful, a brief and simplified discussion of how statistical techniques can aid in analysing problems of water supply. The interest expressed in this subject by various parties to the litigation concerning the Colorado River prompts this publication of material, which was presented in August 1958 before the Special Master of the Supreme Court hearing the proceedings of <u>Arizona</u> v. <u>California et al</u>. The examples presented here are the same as those used in testimony before the Special Master, but there are included the basic computations, which were too detailed to present in the actual testimony.</p><p>The specific example, which was analyzed in that testimony, was a 61-year series of annual discharge values of the Colorado River at Lees Ferry, 1896 to 1956, inclusive. However, the methodology presented herein is generally applicable to many other streamflow records; and the specific data discussed should be viewed as exemplifying the types of information, which can be obtained from any streamflow record.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir410","usgsCitation":"Leopold, L.B., 1959, Probability analysis applied to a water-supply problem: U.S. Geological Survey Circular 410, iii, 18 p., https://doi.org/10.3133/cir410.","productDescription":"iii, 18 p.","numberOfPages":"22","costCenters":[],"links":[{"id":30784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1959/0410/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122096,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1959/0410/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660bf7","contributors":{"authors":[{"text":"Leopold, Luna Bergere","contributorId":93884,"corporation":false,"usgs":true,"family":"Leopold","given":"Luna","email":"","middleInitial":"Bergere","affiliations":[],"preferred":false,"id":147485,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56161,"text":"ofr5976 - 1959 - Surface waters of Illinois River basin in Arkansas and Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:12:10","indexId":"ofr5976","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"59-76","title":"Surface waters of Illinois River basin in Arkansas and Oklahoma","docAbstract":"The estimated runoff from the Illinois River basin of 1,660 square miles has averaged 1,160,000 acre-feet per year during the water years 1938-56, equivalent to an average annual runoff depth of 13.1 inches. About 47 percent of the streamflow is contributed from drainage in Arkansas, where an average of 550,000 acre-ft per year runs off from 755 square miles, 45.5 percent of the total drainage area.\r\nThe streamflow is highly variable. Twenty-two years of record for Illinois River near Tahlequah, Okla., shows a variation in runoff for the water year 1945 in comparison with 1954 in a ratio of almost 10 to 1. Runoff in 1927 may have exceeded that of 1945, according to records for White River at Beaver, Ark., the drainage basin just east of the Illinois River basin. Variation in daily discharge is suggested by a frequency analysis of low flows at the gaging station near Tahlequah, Okla. The mean flow at that site is 901 cfs (cubic feet per second), the median daily flow is 350 cfs, and the lowest 30-day mean flow in a year probably will be less than 130 cfs half of the time and less than 20 cfs every 10 years on the average.\r\n\r\nThe higher runoff tends to occur in the spring months, March to May, a 3-month period that, on the average, accounts for almost half of the annual flow. High runoff may occur during any month in the year, but in general, the streamflow is the lowest in the summer. The mean monthly flow of Illinois River near Tahlequah, Okla., for September is about 11 percent of that for May. Records show that there is flow throughout the year in Illinois River and its principal tributaries Osage Creek, Flint Creek and Barren Fork.\r\n\r\nThe high variability in streamflow in this region requires the development of storage by impoundment if maximum utilization of the available water supplies is to be attained. For example, a 120-day average low flow of 22 cfs occurred in 1954 at Illinois River near Tahlequah, Okla. To have maintained the flow at 350 cfs, the median daily flow during the 19-year base period, an impoundment at that site would have required a usable storage of 185,000 acre-ft to satisfy this demand during the drought years 1954-1956.\r\n\r\nThe surface waters of the Illinois River basin are excellent quality being suitable for municipal, agriculture and most industrial uses. The average concentration of the dissolved mineral content is about 105 ppm (parts per million) and the hardness about 85 ppm. The water is slightly alkaline, having a range of pH values from 7.2 to 8.0.\r\n\r\nThis report gives the estimated average discharge at gaging stations and approximations of average discharge at the State line for 3 sub-basins during the 19-year period October 1937 to September 1956, used as a base period in this report. Duration-of-flow data for various percentages of the time are shown for the period of observed record at the gaging stations; similar data are estimated for the selected base period. Storage requirements to sustain flow during the recent drought years are given for 3 stations. The streamflow records in the basin are presented on a monthly and annual basis through September 1957; provisional records for 3 stations are included through July 1958 for correlation purposes. Results of discharge measurements are given for miscellaneous sites where low-flow observations have been made.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr5976","usgsCitation":"Laine, L., 1959, Surface waters of Illinois River basin in Arkansas and Oklahoma: U.S. Geological Survey Open-File Report 59-76, 65 p., 13 figs., https://doi.org/10.3133/ofr5976.","productDescription":"65 p., 13 figs.","costCenters":[],"links":[{"id":184636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6912cd","contributors":{"authors":[{"text":"Laine, L.L.","contributorId":100464,"corporation":false,"usgs":true,"family":"Laine","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":254854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71402,"text":"tei358 - 1959 - A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2014-06-03T11:32:03","indexId":"tei358","displayToPublicDate":"1959-03-07T10:52:00","publicationYear":"1959","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":"358","title":"A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada","docAbstract":"<p>This report summarizes an interpretation of the geology of Yucca Valley to depths of about 2,300 feet below the surface, the characteristics features of ground water in Yucca and Frenchman Valleys, and the seismic, gravity, and magnetic data for these valleys. Compilation of data, preparation of illustrations, and writing of the report were completed during the period December 26, 1958 to January 10, 1959. Some of the general conclusions must be considered as tentative until more data are available.</p>\n<br/>\n<p>This work was done by the U.S. Geological Survey on behalf of Albuquerque Operations Office, U.S. Atomic Energy Commission.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/tei358","collaboration":"Prepared on behalf of the U.S. Atomic Energy Commission","usgsCitation":"Wilmarth, V.R., Healey, D., Clebsch, A., Winograd, I., Zietz, I., and Oliver, H.W., 1959, A Summary interpretation of geologic, hydrologic, and geophysical data for Yucca Valley, Nevada test site, Nye County, Nevada: U.S. Geological Survey Trace Elements Investigations 358, Report: 52 p.; Plate 1: 24.14 x 49.29 inches; Plate 2: 23.40 x 47.80 inches, https://doi.org/10.3133/tei358.","productDescription":"Report: 52 p.; Plate 1: 24.14 x 49.29 inches; Plate 2: 23.40 x 47.80 inches","costCenters":[],"links":[{"id":283471,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tei358.PNG"},{"id":284559,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tei/0358/report.pdf"},{"id":284556,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/0358/figure-1.pdf"},{"id":284557,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/0358/figure-2.pdf"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"Nevada Test Site;Yucca Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.166667,36.666667 ], [ -116.166667,37.25 ], [ -116.0,37.25 ], [ -116.0,36.666667 ], [ -116.166667,36.666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53558fbde4b0120853e8bdf3","contributors":{"authors":[{"text":"Wilmarth, Verl Richard","contributorId":72362,"corporation":false,"usgs":true,"family":"Wilmarth","given":"Verl","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":284109,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healey, D.L.","contributorId":52964,"corporation":false,"usgs":true,"family":"Healey","given":"D.L.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":284108,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clebsch, Alfred Jr.","contributorId":27886,"corporation":false,"usgs":true,"family":"Clebsch","given":"Alfred","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":284107,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winograd, I.J.","contributorId":10408,"corporation":false,"usgs":true,"family":"Winograd","given":"I.J.","affiliations":[],"preferred":false,"id":284106,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Zietz, Isadore","contributorId":82223,"corporation":false,"usgs":true,"family":"Zietz","given":"Isadore","email":"","affiliations":[],"preferred":false,"id":284110,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Oliver, H. W.","contributorId":85570,"corporation":false,"usgs":true,"family":"Oliver","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":284111,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70259450,"text":"ofr59134 - 1959 - Eighth progress report on the cooperative investigation of springs and streamflow in the Tecolote Tunnel area of Santa Barbara County, California","interactions":[],"lastModifiedDate":"2024-10-08T16:06:32.239631","indexId":"ofr59134","displayToPublicDate":"1959-01-01T11:55:42","publicationYear":"1959","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":"59-134","title":"Eighth progress report on the cooperative investigation of springs and streamflow in the Tecolote Tunnel area of Santa Barbara County, California","docAbstract":"<p>This report is the eighth in a continuing series of progress reports giving the results of discharge measurements made at selected springs and streams in the Tecolote Tunnel area of the Santa Ynez Mountains. The measurement program was begun on its present scale in the latter part of 1948 by the U. S. Geological Survey at the request of the U. S. Bureau of Reclamation and has been continued under a cooperative agreement with the Santa Barbara County Water Agency since July 1, 1949, under which each agency pays half the cost of the investigation.</p><p>The purpose of the program is to obtain factual data to assist in determining what effect, if any, the inflow of ground water into Tecolote Tunnel will have on surface-water resources in the vicinity of the tunnel. The area involved in the program, shown on plate 1, was made large enough to include a number of springs and streams believed to be outside the zone of influence of the tunnel. Tecolote Tunnel, completed in March 1956, was built by the Bureau of Reclamation for the purpose of conveying water from Cachuma Reservoir to the city of Santa Barbara and adjacent coastal communities. The alinement of the tunnel is essentially north and south through the center of a region that extends from the Painted Cave area on the east to Refugio Pass on the west and from the Santa Ynez River on the north to the Pacific Ocean on the south. Storage, in Cachuma Reservoir began November 16, 1952. Roads within the area covered by Cachuma Reservoir have been relocated since plate 1 was prepared.</p><p>The purpose of this progress report is to make available the factual data obtained from July 1956 to June 1958.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr59134","collaboration":"Prepared in cooperation with the Santa Barbara County Water Agency","usgsCitation":"Peterson, W.C., 1959, Eighth progress report on the cooperative investigation of springs and streamflow in the Tecolote Tunnel area of Santa Barbara County, California: U.S. Geological Survey Open-File Report 59-134, Report: 135 p.; 1 Plate: 25.22 x 19.18 inches, https://doi.org/10.3133/ofr59134.","productDescription":"Report: 135 p.; 1 Plate: 25.22 x 19.18 inches","costCenters":[],"links":[{"id":462700,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0134/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":462699,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0134/report-thumb.jpg"},{"id":462701,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0134/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"50000","country":"United States","state":"California","county":"Santa Barbara County","otherGeospatial":"Tecolote Tunnel area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -120.61474653419313,\n              35.107477322182945\n            ],\n            [\n              -120.61474653419313,\n              33.603227658961316\n            ],\n            [\n              -119.21258359397822,\n              33.603227658961316\n            ],\n            [\n              -119.21258359397822,\n              35.107477322182945\n            ],\n            [\n              -120.61474653419313,\n              35.107477322182945\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Peterson, William C.","contributorId":54970,"corporation":false,"usgs":true,"family":"Peterson","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":915314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70171147,"text":"70171147 - 1959 - Life history of the sea lamprey of Cayugaf Lake, New York","interactions":[],"lastModifiedDate":"2016-05-24T09:20:38","indexId":"70171147","displayToPublicDate":"1959-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1664,"text":"Fishery Bulletin of the U.S. Fish and Wildlife Service","active":true,"publicationSubtype":{"id":10}},"title":"Life history of the sea lamprey of Cayugaf Lake, New York","docAbstract":"<p>A life history study of the sea lamprey, Petromyson marinus Linnaeus, in Cayuga Lake, N.Y., was conducted during 1950, 1951, and 1952. One of the major objectives was to obtain biological data concerning this endemic stock of sea lampreys for comparison with the newly established stocks in the Great Lakes. Sexually mature sea lampreys captured on their spawning migration in Cayuga Inlet were the basis of much of this study. Such items as meristic counts, body proportions, body color, sex ratios, lengths and weights, fecundity, rate of upstream travel, effect of dams in retarding upstream movement, nesting habits, parasites, predators, estimates of abundance, and morphological changes were based on mature upstream migrants. Sea lampreys were procured by weir and trap operations and captured by hand. Tagging and marking' programs each spring made it possible to determine movements and morphological changes of individual lampreys, in addition to estimating the number of upstream migrants. Growth of parasitic-phase sea lampreys was estimated from measurements of specimens captured in Cayuga Inlet and Cayuga Lake proper. The incubation period of lamprey eggs and the habits of ammocoetes and transforming lampreys were ascertained from specimens kept in hatchery troughs and raceways. Length-frequency and weight-frequency distributions, together with the length-weight regression, of ammocoetes from Cayuga Inlet were utilized for estimating the duration of their larval life. Lake trout, Salvelinus n. namayc\"Ush (Walbaum), from Cayuga Lake and Seneca Lake were the subject of an inquiry into the effects of sea lamprey attacks. Incidence of sea lamprey attacks on the white sucker, Catosto7llus c. commerson/: (LacepMe), was investigated. Three methods are suggested for reducing the number of sea lampreys in Cayuga Lake.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Wigley, R.L., 1959, Life history of the sea lamprey of Cayugaf Lake, New York: Fishery Bulletin of the U.S. Fish and Wildlife Service, p. 561-617.","productDescription":"17 p.","startPage":"561","endPage":"617","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":321582,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":321581,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.fisherybulletin.nmfs.noaa.gov/59-1/591toc.html"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"574d65a6e4b07e28b66845ec","contributors":{"authors":[{"text":"Wigley, Roland L.","contributorId":11559,"corporation":false,"usgs":true,"family":"Wigley","given":"Roland","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":630109,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70178714,"text":"70178714 - 1958 - A compilation of chemical quality data for ground and surface waters in Utah","interactions":[],"lastModifiedDate":"2016-12-09T11:27:29","indexId":"70178714","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"10","title":"A compilation of chemical quality data for ground and surface waters in Utah","docAbstract":"<p>An accelerated use of water resulting from a growing population, industrial expansion, and irrigation has brought into focus the importance of the quality as well as the quantity of this natural resource in Utah. As new demands are made on the existing supply, a search goes on for new sources of ground and surface water. These new sources must not only meet quantity requirements, but also must fall within certain limits of chemical composition - in relation to its proposed use.</p><p>The prime purpose of this report is to compile into one volume all of the available information that exists on the quality of ground and surface water in Utah. The various sources of information, named in the preface, have supplied data obtained through their own organizations. Analyses from these sources may be identified by reference to the indicated 2-letter code on the data sheets.<br></p>","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","usgsCitation":"Connor, J.G., and Mitchell, C., 1958, A compilation of chemical quality data for ground and surface waters in Utah: Technical Publication 10, 276 p.","productDescription":"276 p.","numberOfPages":"270","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331501,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200089.pdf"},{"id":331500,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-4-240"},{"id":331502,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Utah","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.046551,41.251716],[-111.046723,40.997959],[-110.750727,40.996847],[-110.715026,40.996347],[-110.539819,40.996346],[-110.500718,40.994746],[-110.375714,40.994947],[-110.250709,40.996089],[-110.237848,40.995427],[-110.125709,40.99655],[-110.121639,40.997101],[-110.048476,40.997555],[-110.006495,40.997815],[-110.000708,40.997352],[-109.999838,40.99733],[-109.97553,40.997912],[-109.855299,40.997614],[-109.854302,40.997661],[-109.715409,40.998191],[-109.713877,40.998266],[-109.676421,40.998395],[-109.534926,40.998143],[-109.500694,40.999127],[-109.250735,41.001009],[-109.231985,41.002059],[-109.173682,41.000859],[-109.050076,41.000659],[-109.048455,40.826081],[-109.049088,40.714562],[-109.048373,40.662602],[-109.048249,40.653601],[-109.048044,40.619231],[-109.050074,40.540358],[-109.049955,40.539901],[-109.050698,40.499963],[-109.050314,40.495092],[-109.050946,40.444368],[-109.050969,40.222662],[-109.050973,40.180849],[-109.050944,40.180712],[-109.050813,40.059579],[-109.050873,40.058915],[-109.050615,39.87497],[-109.05104,39.660472],[-109.051363,39.497674],[-109.050765,39.366677],[-109.051512,39.126095],[-109.052436,38.999985],[-109.053292,38.942878],[-109.053233,38.942467],[-109.053797,38.905284],[-109.053943,38.904414],[-109.054189,38.874984],[-109.057388,38.795456],[-109.059541,38.719888],[-109.060253,38.599328],[-109.059962,38.499987],[-109.060062,38.275489],[-109.054648,38.244921],[-109.041762,38.16469],[-109.041837,38.153022],[-109.04282,37.999301],[-109.042819,37.997068],[-109.043121,37.97426],[-109.041058,37.907236],[-109.041653,37.88117],[-109.041844,37.872788],[-109.041723,37.842051],[-109.041754,37.835826],[-109.041461,37.800105],[-109.042098,37.74999],[-109.041636,37.74021],[-109.04176,37.713182],[-109.041732,37.711214],[-109.042269,37.666067],[-109.042089,37.623795],[-109.042131,37.617662],[-109.041806,37.604171],[-109.041865,37.530726],[-109.041915,37.530653],[-109.043137,37.499992],[-109.043464,37.484711],[-109.04581,37.374993],[-109.046039,37.249993],[-109.045584,37.249351],[-109.045487,37.210844],[-109.045978,37.201831],[-109.045995,37.177279],[-109.045156,37.112064],[-109.045203,37.111958],[-109.045173,37.109464],[-109.045189,37.096271],[-109.044995,37.086429],[-109.045058,37.074661],[-109.045166,37.072742],[-109.045223,36.999084],[-109.181196,36.999271],[-109.233848,36.999266],[-109.246917,36.999346],[-109.26339,36.999263],[-109.268213,36.999242],[-109.270097,36.999266],[-109.378039,36.999135],[-109.381226,36.999148],[-109.495338,36.999105],[-109.625668,36.998308],[-109.875673,36.998504],[-110.000677,36.997968],[-110.000876,36.998502],[-110.021778,36.998602],[-110.47019,36.997997],[-110.490908,37.003566],[-110.50069,37.00426],[-110.599512,37.003448],[-110.625605,37.003416],[-110.62569,37.003721],[-110.75069,37.003197],[-111.066496,37.002389],[-111.133718,37.000779],[-111.254853,37.001077],[-111.278286,37.000465],[-111.405517,37.001497],[-111.405869,37.001481],[-111.412784,37.001478],[-112.35769,37.001025],[-112.368946,37.001125],[-112.534545,37.000684],[-112.538593,37.000674],[-112.540368,37.000669],[-112.545094,37.000734],[-112.558974,37.000692],[-112.609787,37.000753],[-112.899366,37.000319],[-112.966471,37.000219],[-113.965907,36.999976],[-113.965907,37.000025],[-114.0506,37.000396],[-114.051749,37.088434],[-114.051822,37.090976],[-114.052827,37.103961],[-114.051867,37.134292],[-114.052179,37.14711],[-114.051673,37.172368],[-114.051405,37.233854],[-114.051974,37.283848],[-114.051974,37.284511],[-114.0518,37.293044],[-114.0518,37.293548],[-114.051927,37.370459],[-114.051927,37.370734],[-114.051765,37.418083],[-114.052448,37.43144],[-114.052701,37.492014],[-114.052685,37.502513],[-114.052718,37.517264],[-114.052689,37.517859],[-114.052962,37.592783],[-114.052472,37.604776],[-114.051728,37.745997],[-114.051785,37.746249],[-114.05167,37.746958],[-114.051109,37.756276],[-114.049919,37.765586],[-114.048473,37.809861],[-114.049677,37.823645],[-114.049928,37.852508],[-114.049658,37.881368],[-114.050423,37.999961],[-114.049903,38.148601],[-114.050138,38.24996],[-114.049417,38.2647],[-114.05012,38.404536],[-114.050091,38.404673],[-114.050485,38.499955],[-114.049834,38.543784],[-114.049862,38.547764],[-114.050154,38.57292],[-114.049883,38.677365],[-114.049749,38.72921],[-114.049168,38.749951],[-114.049465,38.874949],[-114.048521,38.876197],[-114.048054,38.878693],[-114.049104,39.005509],[-114.047079,39.499943],[-114.047728,39.542742],[-114.047273,39.759413],[-114.047783,39.79416],[-114.047214,39.821024],[-114.047134,39.906037],[-114.046555,39.996899],[-114.046835,40.030131],[-114.046386,40.097896],[-114.046741,40.104231],[-114.046683,40.116931],[-114.046153,40.231971],[-114.046178,40.398313],[-114.045826,40.424823],[-114.045218,40.430282],[-114.045518,40.494474],[-114.045577,40.495801],[-114.045281,40.506586],[-114.043505,40.726292]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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58468aeee4b04fc80e5236d7","contributors":{"authors":[{"text":"Connor, John G.","contributorId":34489,"corporation":false,"usgs":true,"family":"Connor","given":"John","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":654907,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mitchell, C.G.","contributorId":177183,"corporation":false,"usgs":true,"family":"Mitchell","given":"C.G.","email":"","affiliations":[],"preferred":false,"id":654908,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5221313,"text":"5221313 - 1958 - Birds and Dutch elm disease control","interactions":[],"lastModifiedDate":"2012-02-02T00:14:39","indexId":"5221313","displayToPublicDate":"2010-06-16T12:18:25","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":877,"text":"Arborist's News","active":true,"publicationSubtype":{"id":10}},"title":"Birds and Dutch elm disease control","docAbstract":" Brief, factual review of information on effect of DDT and other insecticides on birds. One program for control of elm disease caused 22% decrease in number of adult birds and 56% mortality of nestlings. Quail fed 3 oz. of DDT per ton of food had 16% reduction in young hatched and 500% increase in defective chicks. Quail fed same dosage during winter and breeding seasons had 30% decrease in fertile eggs and 800% increase in defective chicks. More than 90% of their chicks died in first 6 weeks although fed no insecticide. Almost equally bad results came from feeding Pheasants diets with about 1 oz. DDT per ton. Other common insecticides (chlorinated hydrocarbons) also caused lowered chick survival and higher percentages of crippled chicks. From field data we know that 2 lbs. DDT/acre can affect birds and has even worse effects on cold-blooded animals. Efforts to control elm disease have left as much as 196 lbs. DDT/acre in top 3 inches of soil. Earthworms concentrate DDT in their tissues. Thus the treated areas can be traps for birds and other animals. What can be done? 1) In control of elm disease, use minimum effective amount of insecticide; mist blowers use less than sprayers. 2) Avoid applications during migration and nesting seasons. It has been reported that adequate control can be obtained with dormant sprays and that foliar applications may not be required. Tables of this paper show effects of DDT on reproduction of Quail, relative toxicity to quail of 8 insecticides, and amounts of 7 insecticides required to cause 40% or more decrease in Quail reproduction. These comparisons demonstrate that Aldrin, Endrin, and Dieldrin are 20 to 200 times as toxic as DDT and that Heptachlor and Chlordane are only slightly less toxic than Dieldrin. Methoxychlor and Strobane are less toxic to Quail than is DDT.    ","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Arborist's News","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"DeWitt, J., 1958, Birds and Dutch elm disease control: Arborist's News, v. 24, no. 4, p. 25-29.","productDescription":"25-29","startPage":"25","endPage":"29","numberOfPages":"5","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":194067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"24","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db6120ba","contributors":{"authors":[{"text":"DeWitt, J.B.","contributorId":89080,"corporation":false,"usgs":true,"family":"DeWitt","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":333543,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5220814,"text":"5220814 - 1958 - A procedure for removing the effect of response bias errors from waterfowl hunter questionnaire responses","interactions":[],"lastModifiedDate":"2023-11-06T13:07:25.451697","indexId":"5220814","displayToPublicDate":"2010-06-16T12:18:25","publicationYear":"1958","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1039,"text":"Biometrics","active":true,"publicationSubtype":{"id":10}},"title":"A procedure for removing the effect of response bias errors from waterfowl hunter questionnaire responses","docAbstract":"Response bias errors are studied by comparing questionnaire responses from waterfowl hunters using four large public hunting areas with actual hunting data from these areas during two hunting seasons.  To the extent that the data permit, the sources of the error in the responses were studied and the contribution of each type to the total error was measured.  Response bias errors, including both prestige and memory bias, were found to be very large as compared to non-response and sampling errors.  Good fits were obtained with the seasonal kill distribution of the actual hunting data and the negative binomial distribution and a good fit was obtained with the distribution of total season hunting activity and the semi-logarithmic curve.  A comparison of the actual seasonal distributions with the questionnaire response distributions revealed that the prestige and memory bias errors are both positive.  The comparisons also revealed the tendency for memory bias errors to occur at digit frequencies divisible by five and for prestige bias errors to occur at frequencies which are multiples of the legal daily bag limit.  A graphical adjustment of the response distributions was carried out by developing a smooth curve from those frequency classes not included in the predictable biased frequency classes referred to above.  Group averages were used in constructing the curve, as suggested by Ezekiel [1950].  The efficiency of the technique described for reducing response bias errors in hunter questionnaire responses on seasonal waterfowl kill is high in large samples.  The graphical method is not as efficient in removing response bias errors in hunter questionnaire responses on seasonal hunting activity where an average of 60 percent was removed.","language":"English","publisher":"International Biometric Society","usgsCitation":"Atwood, E.L., 1958, A procedure for removing the effect of response bias errors from waterfowl hunter questionnaire responses: Biometrics, v. 14, no. 1, p. 132-146.","productDescription":"16 p.","startPage":"132","endPage":"146","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":16662,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://www.jstor.org/stable/2527735","linkFileType":{"id":5,"text":"html"}},{"id":198375,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"14","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c6e4b07f02db5401c7","contributors":{"authors":[{"text":"Atwood, E. L.","contributorId":43870,"corporation":false,"usgs":false,"family":"Atwood","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":332545,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2371,"text":"wsp1463 - 1958 - Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947","interactions":[],"lastModifiedDate":"2013-11-22T12:49:20","indexId":"wsp1463","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1958","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":"1463","title":"Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947","docAbstract":"Many springs and seeps discharge water from the north wall of the valley of\nthe Snake River between Milner and Bliss, Idaho. These are fed by a large\nground-water body lying east and north of the river, beneath the Snake River\nPlain. Much ground water is pumped on the plain, many irrigation wells having\nbeen drilled since 1946. Heavy withdrawal of ground water from wells may\nalter the discharge rates and regimens of the springs and may affect downstream\nflow of the river. For that reason, the historic record of discharge from\nthe springs is an important part of the basis on which hydrologic changes can be\ndetermined. The records also would facilitate appraisal of the total groundwater\nresources of the Snake River Plain.\nThis report brings together in a single volume all obtainable records for the\nperiod 1899-1947. The report also includes descriptive data and a brief history\nof work done.\nThe springs occur in a 40-mile reach of the valley of the Snake River between\nMilner Dam and Bliss. Most are on the north side of the river but a few are\non the south.\nThe earliest measurements of record were made by F. S. Shirley and N. S. Dils,\nof the U. S. Geological Survey, in 1899. The next were by J. D. Stannard for\nthe Idaho State Engineer and by Dils in 1902. Few measurements were made\nfrom 1903 to 1916. Somewhat more systematic measurements were made by\nthe Geological Survey and by local agencies in 1917-20, 1923-25, and 1931, and\nat several intervals thereafter. In 1950 the Geological Survey began continuous,\nsystematic measurements by installing and operating gaging stations on four\nrepresentative springs and by making yearly direct measurements of all large\nsprings. The recent records are not included in this report; they have been\npublished yearly in a series of reports on stream discharge.\nThe report includes lists of all published sources from which data were compiled,\nand cites many unpublished sources. The principal workers and agencies\nthat have obtained records are listed also.\nThe quality and accuracy of the compiled records, as might be expected, are\nnot uniform, as the records were collected under varying circumstances, by many\nindividuals, and according to changing or differing standards. The continuity is\ngenerally poor. Nevertheless, the compilation represents the base from which\nfurther work must start and is an extremely valuable record. It represents about\n30 large springs and groups of springs, having discharge rates ranging from a\nfraction of a cubic foot per second to well over 1,000 cfs. Many smaller springs\nand seeps never have been measured. The fluctuation indexes for individual springs or groups range from 2 to 41\npercent. The fluctuation index is the mean deviation of the discharge rate from\nthe arithmetic mean, expressed as a percentage of the arithmetic mean. Although\nto some extent the indexes are a measure of the consistency of the record,\nthey also seem to reflect actual differences in range of discharge, and they indicate\nthat springs upstream in the Snake River valley fluctuate through a wider range\nthan do those downstream. The fluctuations are rather slow, which reflects the\nequalizing influence of the large ground-water reservoir that supplies the springs.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington D.C.","doi":"10.3133/wsp1463","collaboration":"Prepared in cooperation with the Idaho Department of Reclamation","usgsCitation":"Nace, R.L., Van’t Hul, A., and McQueen, I., 1958, Records of springs in the Snake River valley, Jerome and Gooding Counties, Idaho, 1899-1947: U.S. Geological Survey Water Supply Paper 1463, Report: v, 62 p. Plate 1: 12 inches x 12.34 inches; Plate 2: 10 inches x 19.45 inches; Plate 3: 21.50 inches x 10.38 inches, https://doi.org/10.3133/wsp1463.","productDescription":"Report: v, 62 p. Plate 1: 12 inches x 12.34 inches; Plate 2: 10 inches x 19.45 inches; Plate 3: 21.50 inches x 10.38 inches","costCenters":[],"links":[{"id":279590,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/publication/wsp1463"},{"id":137745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1463/report-thumb.jpg"},{"id":247204,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-1_north.pdf","size":"999","linkFileType":{"id":1,"text":"pdf"}},{"id":247205,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-1_south.pdf","size":"878","linkFileType":{"id":1,"text":"pdf"}},{"id":28319,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1463/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28320,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1463/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","county":"Gooding County;Jerome County","otherGeospatial":"Snake River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115.1281,42.4997 ], [ -115.1281,43.1984 ], [ -113.8855,43.1984 ], [ -113.8855,42.4997 ], [ -115.1281,42.4997 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63550a","contributors":{"authors":[{"text":"Nace, Raymond L.","contributorId":93460,"corporation":false,"usgs":true,"family":"Nace","given":"Raymond","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van’t Hul, Arthur","contributorId":57049,"corporation":false,"usgs":true,"family":"Van’t Hul","given":"Arthur","email":"","affiliations":[],"preferred":false,"id":145094,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McQueen, I.S.","contributorId":59774,"corporation":false,"usgs":true,"family":"McQueen","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":145095,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":39105,"text":"pp305E - 1958 - Test well, Grandstand area, Alaska","interactions":[],"lastModifiedDate":"2021-12-06T19:50:05.021277","indexId":"pp305E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"305","chapter":"E","title":"Test well, Grandstand area, Alaska","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Exploration of Naval Petroleum Reserve No. 4 and adjacent areas, northern Alaska, 1944-53; Part 5, Subsurface geology and engineering data","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp305E","usgsCitation":"Robinson, F.M., and Bergquist, H.R., 1958, Test well, Grandstand area, Alaska: U.S. Geological Survey Professional Paper 305, Report: iii, 23 p.; 1 Plate: 17.50 × 42.00 inches, https://doi.org/10.3133/pp305E.","productDescription":"Report: iii, 23 p.; 1 Plate: 17.50 × 42.00 inches","costCenters":[],"links":[{"id":66548,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0305e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":66547,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0305e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122587,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0305e/report-thumb.jpg"},{"id":392508,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92876.htm"}],"country":"United States","state":"Alaska","otherGeospatial":"Grandstand area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -152.6667,\n              68.8075\n            ],\n            [\n              -151,\n              68.8075\n            ],\n            [\n              -151,\n              69\n            ],\n            [\n              -152.6667,\n              69\n            ],\n            [\n              -152.6667,\n              68.8075\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684f94","contributors":{"authors":[{"text":"Robinson, F. M.","contributorId":84830,"corporation":false,"usgs":true,"family":"Robinson","given":"F.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":220968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergquist, H. R.","contributorId":72439,"corporation":false,"usgs":true,"family":"Bergquist","given":"H.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":220967,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":34661,"text":"b1043C - 1958 - Determination of quantitative geologic data with stereometer-type instruments","interactions":[],"lastModifiedDate":"2012-02-02T00:09:42","indexId":"b1043C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1043","chapter":"C","title":"Determination of quantitative geologic data with stereometer-type instruments","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1043C","usgsCitation":"Hemphill, W.R., 1958, Determination of quantitative geologic data with stereometer-type instruments: U.S. Geological Survey Bulletin 1043, p. 35-56, ill. ;24 cm., https://doi.org/10.3133/b1043C.","productDescription":"p. 35-56, ill. ;24 cm.","costCenters":[],"links":[{"id":96546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1043c/report.pdf","size":"1909","linkFileType":{"id":1,"text":"pdf"}},{"id":166961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1043c/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66768f","contributors":{"authors":[{"text":"Hemphill, William R.","contributorId":21970,"corporation":false,"usgs":true,"family":"Hemphill","given":"William","email":"","middleInitial":"R.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":213352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":72342,"text":"tem943 - 1958 - Reconnaissance for uranium in the coal of Sao Paulo, Santa Catarina, and Rio Grande do Sul, Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:13:56","indexId":"tem943","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":338,"text":"Trace Elements Memorandum","code":"TEM","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"943","title":"Reconnaissance for uranium in the coal of Sao Paulo, Santa Catarina, and Rio Grande do Sul, Brazil","docAbstract":"Uranium-bearing coal and carbonaceous shale of the Rio Bonito formation of Pennsylvanian age have been found in the States of Sao Paulo, Santa Catarlna and Rio Grande do Sul, Brazil. The uranium oxide content of the samples collected in the State of Sao Paulo ranges from 0.001 percent to 0.082 percent. The samples collected in Santa Catarina averaged about 0.002 percent uranium oxide; those collected in Rio Grande do Sul, about 0.003 percent uranium oxide. \r\n\r\nSince the field and laboratory investigations are still in their initial stages, only raw data on the radioactivity and uranium content of Brazilian coals are given in this report.","language":"ENGLISH","doi":"10.3133/tem943","usgsCitation":"Haynes, D., Pierson, C., and White, M., 1958, Reconnaissance for uranium in the coal of Sao Paulo, Santa Catarina, and Rio Grande do Sul, Brazil: U.S. Geological Survey Trace Elements Memorandum 943, 19 p.; 1 plate, 2 tables, https://doi.org/10.3133/tem943.","productDescription":"19 p.; 1 plate, 2 tables","numberOfPages":"19","costCenters":[],"links":[{"id":191726,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/tem/0943/report-thumb.jpg"},{"id":91105,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tem/0943/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643e11","contributors":{"authors":[{"text":"Haynes, Donald D.","contributorId":78400,"corporation":false,"usgs":true,"family":"Haynes","given":"Donald D.","affiliations":[],"preferred":false,"id":285467,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pierson, Charles T.","contributorId":28317,"corporation":false,"usgs":true,"family":"Pierson","given":"Charles T.","affiliations":[],"preferred":false,"id":285466,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, Max G.","contributorId":22426,"corporation":false,"usgs":true,"family":"White","given":"Max G.","affiliations":[],"preferred":false,"id":285465,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":12599,"text":"ofr5811 - 1958 - The geology of the Bishop 15-minute quadrangle, California","interactions":[{"subject":{"id":12599,"text":"ofr5811 - 1958 - The geology of the Bishop 15-minute quadrangle, California","indexId":"ofr5811","publicationYear":"1958","noYear":false,"title":"The geology of the Bishop 15-minute quadrangle, California"},"predicate":"SUPERSEDED_BY","object":{"id":5663,"text":"pp470 - 1965 - Geology and tungsten mineralization of the Bishop district, California, with a section on gravity study of Owens Valley and a section on seismic profile","indexId":"pp470","publicationYear":"1965","noYear":false,"title":"Geology and tungsten mineralization of the Bishop district, California, with a section on gravity study of Owens Valley and a section on seismic profile"},"id":1}],"supersededBy":{"id":5663,"text":"pp470 - 1965 - Geology and tungsten mineralization of the Bishop district, California, with a section on gravity study of Owens Valley and a section on seismic profile","indexId":"pp470","publicationYear":"1965","noYear":false,"title":"Geology and tungsten mineralization of the Bishop district, California, with a section on gravity study of Owens Valley and a section on seismic profile"},"lastModifiedDate":"2025-09-30T15:51:04.538641","indexId":"ofr5811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-11","title":"The geology of the Bishop 15-minute quadrangle, California","docAbstract":"<p>The purpose of the study of the Bishop 15-minute quadrangle in east-central California was to appraise the mineral resources and to delineate and interpret the stratigraphic and structural history of the area. A report on the mineral resources has been published and the emphasis here is on stratigraphy and structure. About 8 months were spent in field study, and several months were spent in the office and laboratory compiling and analyzing data and in microscopic study.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5811","usgsCitation":"Bateman, P.C., 1958, The geology of the Bishop 15-minute quadrangle, California: U.S. Geological Survey Open-File Report 58-11, Report: viii, 155 p.; 6 Plates: 27.94 x 29.75 inches or smaller, https://doi.org/10.3133/ofr5811.","productDescription":"Report: viii, 155 p.; 6 Plates: 27.94 x 29.75 inches or smaller","costCenters":[],"links":[{"id":145568,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1958/0011/report-thumb.jpg"},{"id":496108,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496107,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496106,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496105,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496104,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496103,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":496102,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1958/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d637","contributors":{"authors":[{"text":"Bateman, Paul Charles","contributorId":54586,"corporation":false,"usgs":true,"family":"Bateman","given":"Paul","email":"","middleInitial":"Charles","affiliations":[],"preferred":false,"id":166398,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16067,"text":"ofr5898 - 1958 - Origin of manganese deposits of Busuanga Island, Philippines","interactions":[],"lastModifiedDate":"2022-02-18T20:55:52.963182","indexId":"ofr5898","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-98","title":"Origin of manganese deposits of Busuanga Island, Philippines","docAbstract":"<p>The manganese deposits of Busuanga Island, Palawan, are tabular and broadly lenticular bodies which lie conformably within a thick sequence of deformed abort beds. The purpose of this study is to determine the probable mode of origin of the deposits. Similar deposits in other parts of the world have been described by others as products of several different genetic processes.</p><p>Field and laboratory methods of research were employed in the course of the investigation. Detailed geologic mapping was done on the surface and underground, and many samples of rocks and ores were obtained. Later, intensive study of samples from four typical deposits and from the rooks in the surrounding areas was undertaken, using a variety of laboratory techniques. Microscopic study of thin sections and polished surfaces was supplemented by X-ray and chemical work. More than one hundred X-ray diffraction powder photographs were made to identify minerals, and qualitative chemical studies were made of a number of aamples by use of the X-ray spectrograph. In addition, quantitative chemical analyses were made of certain samples. Finally, published accounts of the occurrence and geological behavior of manganese and silica were consulted to aid in interpretation of the data at hand.</p><p>Oherty layers in the manganese deposits are lithologically similar to the chart wallrooks and country rook beds. Radiolarian fossils are common in the chart and are also found in some ore specimens. Manganese content of the wallrocks and the country rock beds, however, in essentially nil.</p><p>The manganese deposits contain mostly psilomelane-type oxides in their near-surface parts, and in the deepest mines this ore grades downward into siliceous protore. In three of the deposits studied, the protore consists mainly of braanite and quartz; in the fourth deposit, hausmannite and the silicate alleghatvite make up the milk of the protore. Some of the protoro is massive, but cherty stones are commonly well layered parallel to the wall rock structure. Grain size is very small, but, like the silica in the chert beds, becomes relatively coarse where the rocks are much deformed. No evidence of large-scale replacement or cross-cutting veins is found in the protores.</p><p>It is concluded that the original manganiferous deposits were largely non-clastic or oolloidal marine sediments laid down in a reducing environment. The protorea were developed from these beds by processes of diagenesis and low-grade regional metamorphism. The protores were in turn altered to black oxide ore by near-surface agencies during the present erosion cycle. Particular interest is attached to the occurrence of alleghanyite and traces of pyroxmangite and hubnerite(?) in the protorea.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5898","collaboration":"Prepared in cooperation with the Philippine Bureau of Mines","usgsCitation":"Sorem, R.K., 1958, Origin of manganese deposits of Busuanga Island, Philippines: U.S. Geological Survey Open-File Report 58-98, Report: viii, 134 p.; 1 Plate: 34.83 x 25.66 inches, https://doi.org/10.3133/ofr5898.","productDescription":"Report: viii, 134 p.; 1 Plate: 34.83 x 25.66 inches","costCenters":[],"links":[{"id":396196,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1958/0098/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":396195,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1958/0098/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150348,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1958/0098/report-thumb.jpg"}],"country":"Philippines","otherGeospatial":"Busuanga Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              119.80178833007811,\n              11.95469290365025\n            ],\n            [\n              120.37307739257812,\n              11.95469290365025\n            ],\n            [\n              120.37307739257812,\n              12.35475861486504\n            ],\n            [\n              119.80178833007811,\n              12.35475861486504\n            ],\n            [\n              119.80178833007811,\n              11.95469290365025\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a669","contributors":{"authors":[{"text":"Sorem, Ronald Keith","contributorId":72002,"corporation":false,"usgs":true,"family":"Sorem","given":"Ronald","email":"","middleInitial":"Keith","affiliations":[],"preferred":false,"id":172182,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56117,"text":"ofr5858 - 1958 - Surface waters of the Washita River basin in Oklahoma--magnitude, distribution, and quality of streamflow","interactions":[],"lastModifiedDate":"2012-02-02T00:12:08","indexId":"ofr5858","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-58","title":"Surface waters of the Washita River basin in Oklahoma--magnitude, distribution, and quality of streamflow","docAbstract":"Analysis of streamflow data shows that water supply in the Washita River basin is variable, ranging from substantial amounts and almost continuous flow in the Washita River in the lower end of the basin to somewhat limited and intermittent flow in the upper part of the basin. The total yield of the basin averages 1,557,000 acre-ft per year, of which somewhat less than 1.3 percent is contributed by headwater areas in Texas.\r\nThe surface waters are generally of acceptable quality for drinking purposes, excellent for irrigation uses, and suitable for many industrial purposes.\r\n\r\nIn Oklahoma the high amounts of runoff tend to occur in the spring months. High runoff may occur during any month in the year but, in general, the available streamflow is relatively small in the summer. Most tributary streams have little sustained base flow and many are dry at times each year. Because of the high variability in flow, development of storage will be necessary to attain maximum utilization of the available water supplies.\r\n\r\nThis report gives the average discharge at most gaging stations and at several additional sites for the 16-year period October 1938 to September 1954, used as a standard period in this report. Data are also shown on water available at several gaging stations and other sites for a given percentage of the time during the 16-year standard period. For several gaging stations data are given on minimum discharges for periods of various length during the most critical periods of record. For all gaging stations a summary of available basic data on streamflow is presented on a monthly annual basis. For other sites at which discharge measurements have been made, a tabulation of observed discharge is given.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr5858","usgsCitation":"Laine, L., 1958, Surface waters of the Washita River basin in Oklahoma--magnitude, distribution, and quality of streamflow: U.S. Geological Survey Open-File Report 58-58, 134 p., 16 figs., https://doi.org/10.3133/ofr5858.","productDescription":"134 p., 16 figs.","costCenters":[],"links":[{"id":181183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbda9","contributors":{"authors":[{"text":"Laine, L.L.","contributorId":100464,"corporation":false,"usgs":true,"family":"Laine","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":254785,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56118,"text":"ofr5859 - 1958 - Surface waters of North Boggy Creek basin in the Muddy Boggy Creek basin in Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:12:08","indexId":"ofr5859","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-59","title":"Surface waters of North Boggy Creek basin in the Muddy Boggy Creek basin in Oklahoma","docAbstract":"Analysis of short-term streamflow data in North Boggy Creek basin indicates that the average runoff in this region is substantial. The streamflow is highly variable from year to year and from month to month.\r\nThe estimated total yield from the North Boggy Creek watershed of 231 square miles averages 155,000 acre-feet annually, equivalent to an average runoff depth of 12 1/2 inches. Almost a fourth of the annual volume is contributed by Chickasaw Creek basin, where about 35,000 acre-feet runs off from 46 square miles.\r\n\r\nTwo years of records show a variation in runoff for the calendar year 1957 in comparison to 1956 in a ratio of 13 to 1 for the station on North Boggy Creek and a ratio of 18 to 1 for the station on Chickasaw Creek. In a longer-term record downstream on Muddy Boggy Creek near Farris, the corresponding range was 17 to 1, while the calendar years 1945 and 1956 show a 20-fold variation in runoff.\r\n\r\nWithin a year the higher runoff tends to occur in the spring months, April to June, a 3-month period that, on the average, accounts for at least half of the annual flow. High runoff may occur during any month in the year, but in general, the streamflow is relatively small in the summer. Records for the gaging stations noted indicate that there is little or no base flow in the summer, and thus there will be periods of no flow at times in most years. The variation in runoff during a year is suggested by a frequency analysis of low flows at the reference station on Muddy Boggy Creek near Farris. Although the mean flow at that site is 955 cfs (cubic feet per second), the median daily flow is only 59 cfs and the lowest 30-day flow in a year will average less than 1 cfs in 4 out of 10 years on the average. The estimated mean flow on North Boggy Creek near Stringtown is 124 cfs, but the estimated median daily flow is only 3 1/2 cfs. Because of the high variability in streamflow, development of storage by impoundment will be necessary to attain maximum utilization of the available water supplies in this region.\r\n\r\nThe surface waters of the North Boggy Creek basin are of excellent quality, being suitable for municipal, agricultural and most industrial uses. The concentration of the dissolved mineral content is usually about 75 ppm (parts per million) and the hardness about 50 ppm. The water is slightly acidic, with a range of pH values from 6.5 to 7.0.\r\n\r\nThis report gives the estimated average discharge at gaging stations and 3 selected other sites in the basin for the 16-year period October 1938 to September 1954, used as a base period in this report. Duration-of-flow data for selected percentages of the time are shown for the period of observed record on North Boggy and Chickasaw Creeks; similar data are estimated for the base period 1938-54. The basic records in the basin are presented on a monthly and annual basis (through March 1958). For other sites at which discharge measurements have been made, a tabulation of observed discharge is given. These data have been correlated to obtain information on the low-water portion of the duration curves at 2 of the sites.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr5859","usgsCitation":"Laine, L., 1958, Surface waters of North Boggy Creek basin in the Muddy Boggy Creek basin in Oklahoma: U.S. Geological Survey Open-File Report 58-59, 41 p., 4 figs., https://doi.org/10.3133/ofr5859.","productDescription":"41 p., 4 figs.","costCenters":[],"links":[{"id":181281,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6911e7","contributors":{"authors":[{"text":"Laine, L.L.","contributorId":100464,"corporation":false,"usgs":true,"family":"Laine","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":254786,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56106,"text":"ofr5843 - 1958 - Low-flow frequency data in the Delaware River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:08","indexId":"ofr5843","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1958","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":"58-43","title":"Low-flow frequency data in the Delaware River basin","language":"ENGLISH","doi":"10.3133/ofr5843","usgsCitation":"Hardison, C., and Martin, R., 1958, Low-flow frequency data in the Delaware River basin: U.S. Geological Survey Open-File Report 58-43, 2 p., 12 tables, https://doi.org/10.3133/ofr5843.","productDescription":"2 p., 12 tables","costCenters":[],"links":[{"id":181695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db64875c","contributors":{"authors":[{"text":"Hardison, C.H.","contributorId":32506,"corporation":false,"usgs":true,"family":"Hardison","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":254769,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, R.O.R.","contributorId":40193,"corporation":false,"usgs":true,"family":"Martin","given":"R.O.R.","email":"","affiliations":[],"preferred":false,"id":254770,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}