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,{"id":19550,"text":"ofr6269 - 1962 - Glacier observations, Glacier National Park, Montana, 1961","interactions":[],"lastModifiedDate":"2025-12-10T14:21:41.145862","indexId":"ofr6269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-69","title":"Glacier observations, Glacier National Park, Montana, 1961","docAbstract":"<p>This report records the results obtained during the 1961 season in the continuing program of glacier observations in Glacier National Park. The investigations currently in progress relate to the Grinnell and Sperry Glaciers. This program is carried on cooperatively by the Geological Survey, the National Park Service and the Weather Bureau. The program includes the determination of annual changes in the surface elevation of the glaciers by the measurement of profiles, and changes during the summer months by the establishment of and observations at ablation stakes; rapping the glacier termini in selected years to record advance or recession; determination of annual movement by the location of marked rocks; the operation of two storage-precipitation gages in the immediate vicinity of the Grinnell Glacier to record annual precipitation; the operation of two gaging stations, one just below the Grinnell Glacier during the summer months and one Just below the outlet of Grinnell Lake on a year round basis; temperature data near the Grinnell Glacier and temperature and precipitation data at the Sperry Chalet near the Sperry Glacier during the summer months. The results of the work are described in the following sections.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6269","usgsCitation":"Johnson, A., 1962, Glacier observations, Glacier National Park, Montana, 1961: U.S. Geological Survey Open-File Report 62-69, iii, 16 p., https://doi.org/10.3133/ofr6269.","productDescription":"iii, 16 p.","costCenters":[],"links":[{"id":497297,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0069/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152368,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0069/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Glacier National Park","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"29\",\"properties\":{\"name\":\"Montana\",\"nation\":\"USA  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,{"id":67936,"text":"ha59 - 1962 - Floods at Mount Clemens, Michigan","interactions":[],"lastModifiedDate":"2017-02-06T16:09:17","indexId":"ha59","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"59","title":"Floods at Mount Clemens, Michigan","docAbstract":"<p>The approximate areas inundated during the flood of April 5-6, 1947, by Clinton River, North Branch and Middle Branch of Clinton River, and Harrington Drain, in Clinton Township, Macomb County, Mich., are shown on a topographic map base to record the flood hazard in graphical form. The flood of April 1947 is the highest known since 1934 and probably since 1902. Greater floods are possible, but no attempt was made to define their probable overflow limits.</p><p>The Clinton River Cut-Off Canal, a flood-relief channel which diverts flow directly into Lake St. Clair from a point about 1500 feet downstream from Gratiot Avenue (about 9 miles upstream from the mouth) has been in operation since October 1951. The approximate limits of overflow that would results from a flood equivalent in discharge to that of April 1947, and occurring with the Cut-Off Canal in operation, are also shown. Although the Cut-Off Canal may reduce the frequency and depth of flooding it will not necessarily eliminate future flooding in the area. Improvements and additions to the drainage systems in the basin, expanding urbanization, new highways, and other cultural changes may influence the inundation pattern of future floods.</p><p>The preparation of this flood inundation map was financed through a cooperative agreement between Clinton Township, Macomb County, Mich., and the U.S. Geological Survey.</p><p>Backwater curves used to define the profile for a hypothetical flood on the Clinton River downstream from Moravian Drive, equivalent in discharge to the 1947 flood, but occurring with the present Cut-Off Canal in operation; flood stage established at the gaging station on Clinton River at Mount Clemens; and supplementary floodmark elevations were furnished by the Corps of Engineers.</p><p>Bench-mark elevations and field survey data, used in the analysis of floods on Harrington Drain, were furnished by the Macomb County Drain Commission.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/ha59","collaboration":"Prepared in cooperation with Clinton Township, Macomb County, Michigan","usgsCitation":"Wiitala, S., and Ash, A.D., 1962, Floods at Mount Clemens, Michigan: U.S. Geological Survey Hydrologic Atlas 59, Plate: 35.5 x 31.0 inches, https://doi.org/10.3133/ha59.","productDescription":"Plate: 35.5 x 31.0 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":188156,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89137,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/059/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"8000","country":"United States","state":"Michigan","city":"Mount Clemens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.973611,\n              42.626389\n            ],\n            [\n              -82.858333,\n              42.626389\n            ],\n            [\n              -82.858333,\n              42.622222\n            ],\n            [\n              -82.861667,\n              42.622222\n            ],\n            [\n              -82.865278,\n              42.541111\n            ],\n            [\n              -82.973611,\n              42.541111\n            ],\n            [\n              -82.973611,\n              42.626389\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e71ab","contributors":{"authors":[{"text":"Wiitala, S.W.","contributorId":41806,"corporation":false,"usgs":true,"family":"Wiitala","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":277352,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ash, Arlington D.","contributorId":65546,"corporation":false,"usgs":true,"family":"Ash","given":"Arlington","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":277353,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":71098,"text":"wdrMN621 - 1962 - Surface water records of Minnesota, 1962","interactions":[],"lastModifiedDate":"2012-02-02T00:14:03","indexId":"wdrMN621","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MN-62-1","title":"Surface water records of Minnesota, 1962","language":"ENGLISH","doi":"10.3133/wdrMN621","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1962, Surface water records of Minnesota, 1962: U.S. Geological Survey Water Data Report MN-62-1, Vii, 158 p., https://doi.org/10.3133/wdrMN621.","productDescription":"Vii, 158 p.","costCenters":[],"links":[{"id":101516,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1962/mn-62-1/report.pdf","size":"12991","linkFileType":{"id":1,"text":"pdf"}},{"id":192886,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1962/mn-62-1/report-thumb.jpg"}],"scale":"100000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6978e7","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68062,"text":"ha61 - 1962 - Stream composition of the conterminous United States","interactions":[],"lastModifiedDate":"2018-03-19T11:00:29","indexId":"ha61","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"61","title":"Stream composition of the conterminous United States","docAbstract":"<p>This atlas is comprise of three maps of the conterminous United States which show separately the prevalent dissolved-solids concentrations, prevalent chemical type, and average sediment concentration of rivers. The river-composition data shown on plates 1-3 provide a starting point for evaluating our surface-water resources on a nationwide scale, indicate regions where acceptable supplies might be found and delineate some of the principal trouble spots throughout the country.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/ha61","usgsCitation":"Rainwater, F.H., 1962, Stream composition of the conterminous United States: U.S. Geological Survey Hydrologic Atlas 61, 3 Plates: 39.5 x 23.0 inches or smaller, https://doi.org/10.3133/ha61.","productDescription":"3 Plates: 39.5 x 23.0 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a522a","contributors":{"authors":[{"text":"Rainwater, Francis Hays","contributorId":43045,"corporation":false,"usgs":true,"family":"Rainwater","given":"Francis","email":"","middleInitial":"Hays","affiliations":[],"preferred":false,"id":277588,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71102,"text":"wdrWI621 - 1962 - Surface water records of Wisconsin, 1962","interactions":[],"lastModifiedDate":"2012-02-02T00:14:03","indexId":"wdrWI621","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WI-62-1","title":"Surface water records of Wisconsin, 1962","language":"ENGLISH","doi":"10.3133/wdrWI621","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1962, Surface water records of Wisconsin, 1962: U.S. Geological Survey Water Data Report WI-62-1, vi, 139 p., https://doi.org/10.3133/wdrWI621.","productDescription":"vi, 139 p.","numberOfPages":"145","costCenters":[],"links":[{"id":192935,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"100000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696321","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534721,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1973,"text":"wsp1619U - 1962 - Methods of measuring soil moisture in the field","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1619U","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1619","chapter":"U","title":"Methods of measuring soil moisture in the field","docAbstract":"For centuries, the amount of moisture in the soil has been of interest in agriculture. The subject of soil moisture is also of great importance to the hydrologist, forester, and soils engineer. \r\n\r\nMuch equipment and many methods have been developed to measure soil moisture under field conditions. This report discusses and evaluates the various methods for measurement of soil moisture and describes the equipment needed for each method. The advantages and disadvantages of each method are discussed and an extensive list of references is provided for those desiring to study the subject in more detail. \r\n\r\nThe gravimetric method is concluded to be the most satisfactory method for most problems requiring onetime moisture-content data. The radioactive method is normally best for obtaining repeated measurements of soil moisture in place. It is concluded that all methods have some limitations and that the ideal method for measurement of soil moisture under field conditions has yet to be perfected.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1619U","usgsCitation":"Johnson, A., 1962, Methods of measuring soil moisture in the field: U.S. Geological Survey Water Supply Paper 1619, iii, 25 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1619U.","productDescription":"iii, 25 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619u/report-thumb.jpg"},{"id":27349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619u/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bee4","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":144460,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2661,"text":"wsp1663A - 1962 - Ground-water provinces of Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1663A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1663","chapter":"A","title":"Ground-water provinces of Brazil","docAbstract":"As part of a study of the status of investigations and development of ground water in Brazil, made under the auspices of the United States International Cooperation Administration and with the cooperation of the Government of Brazil, the country was divided into seven ground-water provinces. The identification and delineation of the provinces were based on the regional distribution of the dominant geologic units which are known or inferred to have distinctive water-bearing characteristics. \r\n\r\nThree of the provinces, covering most of the country, are underlain by Precambrian crystalline rocks. Three others coincide in part with four extensive sedimentary basins--the Parnaiba or Maranhfio basin and the contiguous Sao Francisco basin in the northeast and east, the Amazon basin in the north and northwest, and the Paranfi basin in the south and southwest. In addition, the narrow, discontinuous coastal plain is considered as a province. the occurrence of ground water is discussed briefly, and pertinent data are given on the more important aquifers, together with information on some existing wells. Because of the widespread distribution of crystalline rocks of low permeability, it is difficult in many areas to develop large or even adequate ground-water supplies. In general, satisfactory supplies of water are available in most of the rest of the country. Some problems include the relative deficiency of rainfall in the northeast together with the occurrence, in parts of this region, of mineralized water in the crystalline rocks. Also, there is a potential problem of excessive lowering of water levels and interference among wells in the intensively developed area of the city of Sao Paulo.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1663A","usgsCitation":"Schneider, R., 1962, Ground-water provinces of Brazil: U.S. Geological Survey Water Supply Paper 1663, 14 p. ;24 cm., https://doi.org/10.3133/wsp1663A.","productDescription":"14 p. ;24 cm.","costCenters":[],"links":[{"id":138216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1663a/report-thumb.jpg"},{"id":28997,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1663a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1663a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6673f9","contributors":{"authors":[{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":145571,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1809,"text":"wsp1547 - 1962 - Inventory of published and unpublished sediment-load data, United States and Puerto Rico, 1950-60","interactions":[],"lastModifiedDate":"2017-09-07T10:08:46","indexId":"wsp1547","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1547","title":"Inventory of published and unpublished sediment-load data, United States and Puerto Rico, 1950-60","docAbstract":"<p>This inventory of published and unpublished sediment-load data contains a list of the sediment-transport measurements in the United States and Puerto Rico during October 1950 to September 1960, made by the agencies associated with the Subcommittee on Sedimentation. Some of the agencies have miscellaneous sediment data, such as single observations at scattered stations or observations on very small watersheds, which are not listed in this inventory. Each entry contains the following: drainage area above station, period of record, number or frequency of observations, sampling equipment and method in which it was used, units of expression for load, particle-size analyses, and source of basic data or published results. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1547","collaboration":"Prepared in cooperation with Sub-committee on Sedimentation, Agency Committee on Water Resources","usgsCitation":"Harris, K.F., 1962, Inventory of published and unpublished sediment-load data, United States and Puerto Rico, 1950-60: U.S. Geological Survey Water Supply Paper 1547, v, 117 p., https://doi.org/10.3133/wsp1547.","productDescription":"v, 117 p.","numberOfPages":"126","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":26968,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1547/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1547/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c6e4b07f02db53fe24","contributors":{"authors":[{"text":"Harris, Kerry F.","contributorId":31732,"corporation":false,"usgs":true,"family":"Harris","given":"Kerry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":144191,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4164,"text":"cir458 - 1962 - Floods in Nebraska on small drainage areas, magnitude and frequency","interactions":[],"lastModifiedDate":"2012-02-02T00:05:40","indexId":"cir458","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"458","title":"Floods in Nebraska on small drainage areas, magnitude and frequency","docAbstract":"Flood hazard information is needed for small streams as well as for large ones. This report explains methods of defining the magnitude and frequency of floods in Nebraska on uncontrolled and unregulated streams which have about 300 square miles or less of drainage area contributing to surface runoff. Composite frequency curves defined for two flood regions express a ratio of floods with recurrence intervals ranging from 1.1 to 25 years to the mean annual flood. Curves for 10 hydrologic areas were defined to show the relation of the mean annual flood to the contributing drainage area, A flood-frequency curve can be drawn from these two sets of curves for any site in the State within the range of drainage area and recurrence interval that is defined by the base data and not materially affected by the works of man. The two sets of curves are based on all available pertinent data from records of 5 or more years' duration. \r\n\r\nThis report includes a tabulation of maximum flood peaks at gaging stations used and at a number of miscellaneous sites which have less than 300 square miles of contributing drainage area.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir458","usgsCitation":"Beckman, E., and Hutchison, N.E., 1962, Floods in Nebraska on small drainage areas, magnitude and frequency: U.S. Geological Survey Circular 458, iii, 33 p. :ill., maps ;27 cm., https://doi.org/10.3133/cir458.","productDescription":"iii, 33 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":124494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1962/0458/report-thumb.jpg"},{"id":31274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1962/0458/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6fee","contributors":{"authors":[{"text":"Beckman, Emil W.","contributorId":82293,"corporation":false,"usgs":true,"family":"Beckman","given":"Emil W.","affiliations":[],"preferred":false,"id":148326,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchison, Norman E.","contributorId":71161,"corporation":false,"usgs":true,"family":"Hutchison","given":"Norman","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":148325,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1015,"text":"wsp1536G - 1962 - Constant-head pumping test of a multiaquifer well to determine characteristics of individual aquifers","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1536G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1536","chapter":"G","title":"Constant-head pumping test of a multiaquifer well to determine characteristics of individual aquifers","docAbstract":"This report describes the theory and field procedures for determining the transmissibility and storage coefficients and the original hydrostatic head of each aquifer penetrated by a multiaquifer well. The procedure involves pumping the well in such a manner that the drawdown of water level is constant while the discharges of the different aquifers are measured by means of borehole flowmeters. \r\n\r\nThe theory is developed by analogy to the heat-flow problem solved by Smith. The internal discharge between aquifers after the well is completed is analyzed as the first step. Pumping at constant, drawdown constitutes the second step. Transmissibility and storage coefficients are determined by a method described by Jacob and Lohman, after the original internal discharge to or from the aquifer has been compensated for in the calculations. The original hydrostatic head of each aquifer is then determined by resubstituting the transmissibility and storage coefficients into the first step of the analysis. \r\n\r\nThe method was tested on a well in Chester County, Pa., but the results were not entirely satisfactory, owing to the lack of sufficiently accurate methods of flow measurement and, probably, to the effects of entrance losses in the well. The determinations of the transmissibility coefficient and static head can be accepted as having order-of-magnitude significance, but the determinations of the storage coefficient, which is highly sensitive to experimental error, must be rejected. It is felt that better results may be achieved in the future, as more reliable devices for metering the flow become available and as more is learned concerning the nature of entrance losses. If accurate data can be obtained, recently developed techniques of digital or analog computation may permit determination of the response of each aquifer in the well to any form of pumping.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1536G","usgsCitation":"Bennett, G.D., and Patten, E., 1962, Constant-head pumping test of a multiaquifer well to determine characteristics of individual aquifers: U.S. Geological Survey Water Supply Paper 1536, iii, p. 181-203 :ill. ;23 cm., https://doi.org/10.3133/wsp1536G.","productDescription":"iii, p. 181-203 :ill. ;23 cm.","costCenters":[],"links":[{"id":137906,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1536g/report-thumb.jpg"},{"id":25627,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1536g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6972a1","contributors":{"authors":[{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":143030,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Patten, E.P.","contributorId":21524,"corporation":false,"usgs":true,"family":"Patten","given":"E.P.","affiliations":[],"preferred":false,"id":143031,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5897,"text":"pp405 - 1962 - Saline minerals of the Green River formation, with a section on X-ray powder data for saline materials of the Green River formation","interactions":[],"lastModifiedDate":"2012-02-02T00:05:49","indexId":"pp405","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"405","title":"Saline minerals of the Green River formation, with a section on X-ray powder data for saline materials of the Green River formation","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/pp405","usgsCitation":"Fahey, J.J., and Mrose, M.E., 1962, Saline minerals of the Green River formation, with a section on X-ray powder data for saline materials of the Green River formation: U.S. Geological Survey Professional Paper 405, 50 p., https://doi.org/10.3133/pp405.","productDescription":"50 p.","costCenters":[],"links":[{"id":117427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0405/report-thumb.jpg"},{"id":32754,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0405/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe009","contributors":{"authors":[{"text":"Fahey, Joseph John","contributorId":34907,"corporation":false,"usgs":true,"family":"Fahey","given":"Joseph","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":151765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mrose, Mary E.","contributorId":84750,"corporation":false,"usgs":true,"family":"Mrose","given":"Mary","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":151766,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4149,"text":"cir457 - 1962 - Floods in Utah, magnitude and frequency","interactions":[],"lastModifiedDate":"2017-02-21T16:28:11","indexId":"cir457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"457","title":"Floods in Utah, magnitude and frequency","docAbstract":"This report presents a procedure for estimating the magnitude and frequency of floods, within the range of the base data, for any site, gaged or ungaged. From the relation of annual floods to the mean annual flood, a composite frequency curve was derived for recurrence intervals of 1.1 to 50 years. For regions of similar hydrologic characteristics, curves were developed by multiple correlation to express the relation of mean annual flood to drainage area and mean altitude. The records of gaging stations having 5 or more years of record were used as base data when the natural conditions of streamflow are not affected by works of man. For major rivers where the flow is affected by diversion or regulation, separate analyses were made for each stream. The results may be applied to any area in Utah, except the Great Salt Lake Desert and a small area of the State in the Snake River basin.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir457","usgsCitation":"Berwick, V., 1962, Floods in Utah, magnitude and frequency: U.S. Geological Survey Circular 457, iii, 24 p., https://doi.org/10.3133/cir457.","productDescription":"iii, 24 p.","numberOfPages":"28","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":124558,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1962/0457/report-thumb.jpg"},{"id":31255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1962/0457/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0a37","contributors":{"authors":[{"text":"Berwick, Vernon K.","contributorId":100373,"corporation":false,"usgs":true,"family":"Berwick","given":"Vernon K.","affiliations":[],"preferred":false,"id":148294,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1153,"text":"wsp1586B - 1962 - Salinity of the Delaware Estuary","interactions":[{"subject":{"id":22741,"text":"ofr5720 - 1957 - Salinity of water in the Delaware Estuary","indexId":"ofr5720","publicationYear":"1957","noYear":false,"title":"Salinity of water in the Delaware Estuary"},"predicate":"SUPERSEDED_BY","object":{"id":1153,"text":"wsp1586B - 1962 - Salinity of the Delaware Estuary","indexId":"wsp1586B","publicationYear":"1962","noYear":false,"chapter":"B","title":"Salinity of the Delaware Estuary"},"id":1},{"subject":{"id":51727,"text":"ofr54218 - 1954 - Salinity studies on estuaries of the Eastern Shore of Maryland","indexId":"ofr54218","publicationYear":"1954","noYear":false,"title":"Salinity studies on estuaries of the Eastern Shore of Maryland"},"predicate":"SUPERSEDED_BY","object":{"id":1153,"text":"wsp1586B - 1962 - Salinity of the Delaware Estuary","indexId":"wsp1586B","publicationYear":"1962","noYear":false,"chapter":"B","title":"Salinity of the Delaware Estuary"},"id":2},{"subject":{"id":51886,"text":"ofr566 - 1956 - Salinity investigations in the Delaware River estuary","indexId":"ofr566","publicationYear":"1956","noYear":false,"title":"Salinity investigations in the Delaware River estuary"},"predicate":"SUPERSEDED_BY","object":{"id":1153,"text":"wsp1586B - 1962 - Salinity of the Delaware Estuary","indexId":"wsp1586B","publicationYear":"1962","noYear":false,"chapter":"B","title":"Salinity of the Delaware Estuary"},"id":3}],"lastModifiedDate":"2017-07-07T09:19:36","indexId":"wsp1586B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1586","chapter":"B","title":"Salinity of the Delaware Estuary","docAbstract":"The purpose of this investigation was to obtain data on and study the factors affecting the salinity of the Delaware River from Philadelphia, Pa., to the Appoquinimink River, Del. The general chemical quality of water in the estuary is described, including changes in salinity in the river cross section and profile, diurnal and seasonal changes, and the effects of rainfall, sea level, and winds on salinity. Relationships are established of the concentrations of chloride and dissolved solids to specific conductance. In addition to chloride profiles and isochlor plots, time series are plotted for salinity or some quantity representing salinity, fresh-water discharge, mean river level, and mean sea level. \r\n\r\n      The two major variables which appear to have the greatest effect on the salinity of the estuary are the fresh-water flow of the river and sea level. The most favorable combination of these variables for salt-water encroachment occurs from August to early October and the least favorable combination occurs between December and May.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1586B","usgsCitation":"Cohen, B., and McCarthy, L.T., 1962, Salinity of the Delaware Estuary: U.S. Geological Survey Water Supply Paper 1586, iv, 47 p. :graphs ;24 cm., https://doi.org/10.3133/wsp1586B.","productDescription":"iv, 47 p. :graphs ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":137310,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1586b/report-thumb.jpg"},{"id":25953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1586b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa30b","contributors":{"authors":[{"text":"Cohen, Bernard","contributorId":45289,"corporation":false,"usgs":true,"family":"Cohen","given":"Bernard","email":"","affiliations":[],"preferred":false,"id":143268,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCarthy, Leo T. Jr.","contributorId":27029,"corporation":false,"usgs":true,"family":"McCarthy","given":"Leo","suffix":"Jr.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":143267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2879,"text":"wsp1609 - 1962 - Ground-water resources of Camas Prairie, Camas and Elmore Counties, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1609","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1609","title":"Ground-water resources of Camas Prairie, Camas and Elmore Counties, Idaho","docAbstract":"Camas Prairie is an eastward-trending intermontane basin along the north flank of the Snake River Plain in southern Idaho. The basin is about 40 miles long and averages about 8 miles wide. It was formed as a structural depression in which a considerable thickness of alluvial and lake deposits accumulated behind basalt flows, which at times blocked the outlet to the east. Intrusive and extrusive rocks of Cretaceous to Quarternary age enclose the basin on the north, west, and east. The enclosing rocks yield small amounts of water to springs and wells from the weathered mantle and fractures. \r\n\r\nThe principal aquifers are sand and gravel in the alluvial fill, and basalt. Water in the shallow deposits is not confined, and the water table generally is less than 10 feet below the surface at most places. Ground water in the deeper deposits occurs chiefly in two horizons that comprise the upper and lower artesian aquifers. Throughout much of the prairie, the pressure is sufficient that water will flow from wells in these aquifers. \r\n\r\nRecharge to the basin is from direct precipitation and percolation of stream runoff from the bordering mountains. Ground water moves from the higher areas at the base of the encircling mountains toward the center of the basin and the eastern outlet. The artesian aquifers leak by upward percolation through the imperfectly confining beds and help maintain the shallow water table. Basalt, which interfingers with the alluvial deposits, is an important aquifer near the southeast margin of the prairie and at the east end. Annual recharge to the artesian aquifers is estimated to be about 40,000 acre-feet. Discharge from the artesian aquifers is about equally divided between upward leakage to the shallow aquifers and underflow out of the prairie. Most of the underflow discharges into Camas Creek or Magic Reservoir east of the prairie; little of the underflow reaches the Snake River Plain. \r\n\r\nWells drilled for irrigation generally yield 500 to 1,200 gallons per minute from the artesian aquifers. Better construction and development methods would result in considerably better yields. Wells drilled in the basalt will yield 2,000 to 3,000 gallons per minute with moderate drawdowns. \r\n\r\nComputations made using aquifer coefficients, estimated on the basis of data collected during the investigation, suggest that 12,000 acre-feet of ground water might be withdrawn annually. However, the aquifers are limited in areal extent, and productivity of the alluvial aquifers is not great. Consequently heavy development would result in large drawdowns in wells, and there would be much interference between wells. The postulated large withdrawals from wells on the prairie would be supplied in part by a reduction in underflow from the prairie and in part by a decrease in leakage from the artesian aquifers, which in turn would cause a decline in the shallow water table.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1609","usgsCitation":"Walton, W.C., 1962, Ground-water resources of Camas Prairie, Camas and Elmore Counties, Idaho: U.S. Geological Survey Water Supply Paper 1609, iv, 57 p. :maps (1 fold. col. in pocket) diagrs., tables. ;24 cm., https://doi.org/10.3133/wsp1609.","productDescription":"iv, 57 p. :maps (1 fold. col. in pocket) diagrs., tables. ;24 cm.","costCenters":[],"links":[{"id":138988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1609/report-thumb.jpg"},{"id":29515,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1609/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29516,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1609/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d925","contributors":{"authors":[{"text":"Walton, William Clarence","contributorId":89511,"corporation":false,"usgs":true,"family":"Walton","given":"William","email":"","middleInitial":"Clarence","affiliations":[],"preferred":false,"id":145948,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2535,"text":"wsp1607 - 1962 - Reconnaissance of ground-water resources in the Eastern Coal Field Region, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1607","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1607","title":"Reconnaissance of ground-water resources in the Eastern Coal Field Region, Kentucky","docAbstract":"In the Eastern Coal Field region of Kentucky, water is obtained from consolidated sedimentary rocks ranging in age from Devonian to Pennsylvanian and from unconsolidated sediments of Quaternary age. About 95 percent of the area is underlain by shale, sandstone, and coal of Pennsylvanian age. Principal factors governing the availability of water in the region are depth, topographic location, and the lithology of the aquifer penetrated. In general, the yield of the well increases as the depth increases. Wells drilled in topographic lows, such as valleys, are likely to yield more water than wells drilled on topographic highs, such as hills. Sand and gravel, present in thick beds in the alluvium along the Ohio River, form the most productive aquifer in the Eastern Coal Field. Of the consolidated rocks in the region sandstone strata are the best aquifers chiefly because joints, openings along bedding planes, and intergranular pore spaces are best developed in them. Shale also supplies water to many wells in the region, chiefly from joints and openings along bedding planes. Coal constitutes a very small part of the sedimentary section, but it yields water from fractures to many wells. Limestone yields water readily from solution cavities developed along joint and bedding-plane openings. \r\n\r\nThe availability of water in different parts of the region was determined chiefly by analyzing well data collected during the reconnaissance. The resulting water-availability maps, published as hydrologic investigations atlases (Price and others, 1961 a, b; Kilburn and others, 1961) were designed to be used in conjunction with this report. The maps were constructed by dividing the region into 5 physiographic areas, into 10 subareas based chiefly on lithologic facies, and, in the case of the Kanawha section, into 2 quality-of-water areas. The 5 physiographic areas are the Knobs, Mississippian Plateau, Cumberland Plateau section, Kanawha section, and Cumberland Mountain section. \r\n\r\nThe 10 subareas are as follows: \r\n\r\n1. The Chattanooga shale. This black shale yields only enough water for a minimum domestic supply-100 to 500 gpd (gallons per day). \r\n\r\n2. Mississippian-Devonian rocks exposed along Pine Mountain. These rocks consist of shale, limestone, and sandstone. The limestone yields water to springs, and faulted limestone and sandstone lying below drainage may yield several hundred gallons per minute to wells. \r\n\r\n3. Mississippian rocks exposed along the western margin of the region. These rocks consist of thick limestone underlain by shale. The limestone yields enough water for a modern domestic supply (more than 500 gpd) , and discharges as much as 100 gpm (gallons per minute) to springs. The shale yields only enough water for a minimum domestic supply. \r\n\r\n4. Subarea 1 of the Lee formation of Pennsylvanian age. The thin shaly rocks of this subarea generally yield only enough water for a minimum domestic supply. \r\n\r\n5. Subarea 2 of the Lee formation of Pennsylvanian age. This subarea is predominantly underlain by massive sandstones; it generally yields enough water for a modern domestic supply, and in some places, enough water for small public and industrial supplies. \r\n\r\n6. Subarea 1 of the Breathitt and Conemaugh formations of Pennsylvanian age. Rocks in this subarea contain more shale than sandstone. Wells in this subarea range from adequate for a minimum domestic supply to adequate for a modern domestic supply. \r\n\r\n7. Subarea 2 of the Breathitt formation of Pennsylvanian age and undifferentiated post-Lee Pennsylvanian rocks. Wells in this subarea yield enough water for a modern domestic supply, and in many places, enough water for small public and industrial supplies. \r\n\r\n8. Alluvium along the Ohio River. Mostly composed of glacial outwash sand and gravel, the alluvium is reported to yield as much as 360 gpm to wells. \r\n\r\n9. Alluvium along the Big Sandy River and lower reaches of its Tug and Levisa Forks. Where consisting mostly of sand, ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1607","usgsCitation":"Price, W.E., Mull, D.S., and Kilburn, C., 1962, Reconnaissance of ground-water resources in the Eastern Coal Field Region, Kentucky: U.S. Geological Survey Water Supply Paper 1607, iv, 56 p. :ill., maps ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1607.","productDescription":"iv, 56 p. :ill., maps ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":138579,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1607/report-thumb.jpg"},{"id":28766,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28767,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28768,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28769,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28770,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28771,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28772,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28773,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28774,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28775,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1607/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28776,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1607/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63c1ba","contributors":{"authors":[{"text":"Price, William E.","contributorId":84740,"corporation":false,"usgs":true,"family":"Price","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145361,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":145359,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kilburn, Chabot","contributorId":83499,"corporation":false,"usgs":true,"family":"Kilburn","given":"Chabot","email":"","affiliations":[],"preferred":false,"id":145360,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3441,"text":"cir472 - 1962 - Current studies of the hydrology of prairie potholes","interactions":[],"lastModifiedDate":"2018-03-16T14:18:10","indexId":"cir472","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"472","title":"Current studies of the hydrology of prairie potholes","docAbstract":"<p>The prairie potholes in the North-Central States and in Canada are of glacial origin. Because many of them contain ponds or marshes, they are important in the production of livestock and waterfowl. The objective of the present investigation is to determine the amount of water that accumulates in and is used in the potholes in their natural environment.</p><p>Two study areas were selected in North Dakota, and construction of gaging facilities was completed in 1960. Each study area contains four potholes. Three of the potholes for each area contain dense growths of aquatic vegetation, and one is clear of aquatic vegetation. The instruments to provide the basic data for computing water losses include: water-stage recorder, water-temperature recorder, rain gage, anemometer, and hygrothermograph. Observations will also be made of ground-water levels, rate of growth and type of vegetation, and quality of water.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir472","usgsCitation":"Shjeflo, J.B., 1962, Current studies of the hydrology of prairie potholes: U.S. Geological Survey Circular 472, iii, 11 p., https://doi.org/10.3133/cir472.","productDescription":"iii, 11 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":30456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1962/0472/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1962/0472/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e5f8","contributors":{"authors":[{"text":"Shjeflo, Jelmer B.","contributorId":27428,"corporation":false,"usgs":true,"family":"Shjeflo","given":"Jelmer","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146921,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1370,"text":"wsp1598 - 1962 - Geology and ground-water resources of the Ahtanum Valley, Yakima County, Washington","interactions":[{"subject":{"id":43527,"text":"ofr5744 - 1957 - Geologic sections of the Ahtanum Valley, Yakima County, Washington","indexId":"ofr5744","publicationYear":"1957","noYear":false,"title":"Geologic sections of the Ahtanum Valley, Yakima County, Washington"},"predicate":"SUPERSEDED_BY","object":{"id":1370,"text":"wsp1598 - 1962 - Geology and ground-water resources of the Ahtanum Valley, Yakima County, Washington","indexId":"wsp1598","publicationYear":"1962","noYear":false,"title":"Geology and ground-water resources of the Ahtanum Valley, Yakima County, Washington"},"id":1}],"lastModifiedDate":"2022-03-22T18:43:07.929619","indexId":"wsp1598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1598","title":"Geology and ground-water resources of the Ahtanum Valley, Yakima County, Washington","docAbstract":"The Ahtanum Valley covers an area of about 100 square miles in an important agricultural district in central Yakima County, Wash. Because the area is semiarid, virtually all crops require irrigation. Surface-water supplies are inadequate in most of the area, and ground water is being used increasingly for irrigation. The purpose of this investigation was the collection and interpretation of data, pertaining to ground water in the area as an aid in the proper development and management of the water resources. \r\n\r\nThe occurrence and movement of ground water in the Ahtanum Valley are directly related to the geology. The valley occupies part of a structural trough (Ahtanum-Moxee subbasin) that is underlain by strongly folded flow layers of a thick sequence of the Yakima basalt. The upper part of the basalt sequence interfingers with, and is conformably overlying by, sedimentary rocks of the Ellensburg formation which are as much as 1,000 feet thick. These rocks are in turn overlying unconformably by cemented basalt gravel as much as 400 feet thick. Unconsolidated alluvial sand and gravel, as much as 30 feet thick, form the valley floor. \r\n\r\nAlthough ground water occurs in each of the rock units within the area, the Yakima basalt and the unconsolidated alluvium yield about three-fourths of the ground water currently used. Wells in the area range in depth from a few feet to more than 1,200 feet and yield from less than 1 to more than 1,030 gallons per minute. \r\n\r\nAlthough water levels in water-table wells usually are shallow--often less than 5 feet below the land surface--levels in deeper wells tapping confined water range from somewhat above the land surface (in flowing wells) to about 200 feet below. Wells drilled into aquifers in the Yakima basalt, the Ellensburg formation, and the cemented gravel usually tap confined water, and at least 12 wells in the area flow or have flowed in the past. Ground-water levels fluctuate principally in response to changes in stream levels, variations in the flow of irrigation ditches and in rates of water application, variations in local precipitation, and seasonal differences in withdrawals from wells. Annual fluctuations of levels generally are less than 10 feet except in localities of heavy pumping. Periodic measurements of water levels in two observation wells in the area indicate, locally at least, a persistent decline in artesian pressures in confined basalt aquifers, although the record is too short to show whether withdrawal by pumping has \r\nreached, or is nearing, an optimum balance with recharge. \r\n\r\nThe aquifers are recharged by precipitation, by infiltration from streams, and by ground-water underflow into the area. Ground water is discharged by seepage to streams, by evapotranspiration, by springs and seeps at the land surface, and, artificially, by withdrawal from wells. It is estimated that the seepage discharge to the Yakima River from the area studied may range from about 20,000 to 25,000 acre-feet per year. The consumptive waste of ground water by phreatophytes probably exceeds 4,000 acre-feet per year and may represent a large reclaimable source of water in the area. The annual withdrawal of ground water from wells in the area for domestic, industrial, irrigation, public, and stock supplies is estimated to be 6,300 acre-feet. The chemical quality of the ground water generally is satisfactory for most purposes, although the water from many wells is harder than is desirable for domestic use.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1598","usgsCitation":"Foxworthy, B., 1962, Geology and ground-water resources of the Ahtanum Valley, Yakima County, Washington: U.S. Geological Survey Water Supply Paper 1598, Report: v, 100 p.; 3 Plates: 28.00 × 25.00 inches or smaller, https://doi.org/10.3133/wsp1598.","productDescription":"Report: v, 100 p.; 3 Plates: 28.00 × 25.00 inches or smaller","costCenters":[],"links":[{"id":397412,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24787.htm"},{"id":26461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1598/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26460,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1598/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26459,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1598/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26458,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1598/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137263,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1598/report-thumb.jpg"}],"scale":"62500","country":"United States","state":"Washington","county":"Yakima County","otherGeospatial":"Ahtanum Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.924,\n              46.493\n            ],\n            [\n              -120.457,\n              46.493\n            ],\n            [\n              -120.457,\n              46.575\n            ],\n            [\n              -120.924,\n              46.575\n            ],\n            [\n              -120.924,\n              46.493\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68571f","contributors":{"authors":[{"text":"Foxworthy, B. L.","contributorId":45686,"corporation":false,"usgs":true,"family":"Foxworthy","given":"B. L.","affiliations":[],"preferred":false,"id":143650,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3197,"text":"wsp1544B - 1962 - An application of thermometry to the study of ground water","interactions":[],"lastModifiedDate":"2018-04-02T10:17:13","indexId":"wsp1544B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1544","chapter":"B","title":"An application of thermometry to the study of ground water","docAbstract":"<p>Except for studies of temperature data related to ground-water developments that induce infiltration from streams, little attention has been given to the possibility of using temperature fluctuations as a tool for studying the elements of the hydrologic cycle involving ground water.</p>\n<p>The temperature of the water discharged from large installations that induce river infiltration through alluvial deposits depends primarily on the following factors: (a) the porosity of the aquifer, (b) the specific heat of the rocks or mineral grains making it up, (c) the temperature of the ground water in storage, (d) the temperature of the river water, and (e) the amount of mixing that occurs as a result of pumping. In six installations of this type, where the annual rivertemperature fluctuations ranged from 44&deg; to 52&deg;F, the average range in groundwater temperature was 22 &deg;F. The cycles of ground-water temperature lagged behind the river-temperature cycles by 1 to 5<sup>1</sup>/<sub>2</sub> months. Under the conditions that existed, the lag of the minima of the cycles was much greater than that of the maxima, largely because of variations in pumpage and of the effect of viscosity differences on the rate of flow.</p>\n<p>An experimental study was made at Worthington in southwestern Minnesota to determine whether temperature fluctuations could be used to study rates and directions of ground-water movement or to evaluate recharge conditions. Three shallow glacial-outwash aquifers were studied by measuring temperatures at approximately monthly intervals in three municipal-supply wells whose average yields were about 60 to 150 gpm (gallons per minute). Temperatures were read with an accuracy of 0.01&deg; to 0.02&deg;C, and the data were analyzed graphically and correlated in detail with lake levels, lake temperatures, precipitation, and groundwater levels.</p>\n<p>Thermographs for 2 wells, 1 completed in a semiconfined aquifer about 200 feet from Okabena Lake and the other in a water-table aquifer about 850 feet from the lake, indicate that pumping induces water to move from the lake into the aquifers. A larger percentage of cold lake water was mixed with ground water from January to March 1958 than from January to March 1959. On the assumption that the cold or warm lake water was a distinct mass, the average time required for water to move from the lake to the well 200 feet away, under the prevailing hydraulic gradient, was 2 to 4 months; and to the well 850 feet away, 5 to 7 months.</p>\n<p>The thermograph for a well 1,800 feet from the lake, completed in an artesian aquifer that is confined by relatively impervious glacial till, indicates that the till acts as an insulating medium. However, despite the apparently low permeability of the till, the thermograph suggests that the lowering of artesian pressure, which results from pumping, induces warmer water to move downward through the till.</p>\n<p>The infiltration of relatively warm spring and summer rainfall can be detected on the thermographs of all the wells.</p>\n<p>The precise measurement of fluctuations in ground-water temperature, based on monthly readings in shallow glacial-outwash aquifers (up to about 70 feet deep), is useful in the study of ground-water movement and recharge. In addition to the study of natural phenomena in the hydrologic cycle, thermometry may be used as a tool in making detailed studies of (1) the effects of inducing the infiltration of surface water, (2) artificial recharge, (3) the effects of injecting petroleum products or radioactive or other wastes into the ground, and (4) ground-water movement in mines.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1544B","collaboration":"Prepared in cooperation with the Division of Waters, Minnesota Department of Conservation","usgsCitation":"Schneider, R., 1962, An application of thermometry to the study of ground water: U.S. Geological Survey Water Supply Paper 1544, Document: iii, 16 p.; 2 Plates: 16 x 12 inches and 16 x 17 inches, https://doi.org/10.3133/wsp1544B.","productDescription":"Document: iii, 16 p.; 2 Plates: 16 x 12 inches and 16 x 17 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":30184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30182,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1544b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30183,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1544b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544b/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68571e","contributors":{"authors":[{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":146417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22803,"text":"ofr6233 - 1962 - Ground-water reconnaissance in Round Valley, Custer County, Idaho","interactions":[],"lastModifiedDate":"2013-11-15T12:53:00","indexId":"ofr6233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-33","title":"Ground-water reconnaissance in Round Valley, Custer County, Idaho","docAbstract":"Round Valley in central Idaho contains alluvial deposits of Pleistocene and Recent age which yield adequate supplies of ground water for stock and domestic wells. The alluvial deposits are underlain by Challis Volcanics of Oligocene or Early Miocene age and a few wells obtain domestic and stock water from the basalt, iatite, andesite, and rhyolite which are the principal rocks in the Challis. Very crude estimates indicate that the average annual recharge to the alluvium and Challis Volcanics from precipitation and irrigation is 50,000 acre-feet.\n\nGeologic and well data suggest that sufficient ground water might be obtained for irrigation supplies at some places.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6233","usgsCitation":"Crosthwaite, E., 1962, Ground-water reconnaissance in Round Valley, Custer County, Idaho: U.S. Geological Survey Open-File Report 62-33, Report: 27 p.; 1 Plate: 15.46 x 14.23 inches, https://doi.org/10.3133/ofr6233.","productDescription":"Report: 27 p.; 1 Plate: 15.46 x 14.23 inches","numberOfPages":"29","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":155705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0033/report-thumb.jpg"},{"id":52230,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52231,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","county":"Custer County","otherGeospatial":"Round Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.76,44.44 ], [ -114.76,44.93 ], [ -113.77,44.93 ], [ -113.77,44.44 ], [ -114.76,44.44 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667120","contributors":{"authors":[{"text":"Crosthwaite, E. G.","contributorId":83098,"corporation":false,"usgs":true,"family":"Crosthwaite","given":"E. G.","affiliations":[],"preferred":false,"id":188902,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52231,"text":"ofr6231 - 1962 - Test holes drilled in support of ground-water investigations, Project Gnome, Eddy County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:11:35","indexId":"ofr6231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-31","title":"Test holes drilled in support of ground-water investigations, Project Gnome, Eddy County, New Mexico","docAbstract":"Project Gnome is a proposed underground nuclear shot to be detonated within a massive salt bed in Eddy County, N. Mex. Potable and neat potable ground water is present in rocks above the salt and is being studied in relation to this nuclear event. This report presents details of two test holes which were drilled to determine ground-water conditions in the near vicinity of the shot point.\r\n\r\nA well-defined aquifer is present at the site of USGS test hole 1, about 1,000 feet south of the access shaft to the underground shot point. Water with 75 feet of artesian pressure head is contained in the Culebra dolomite member of the Rustler formation. The dolomite aquifer is 32 feet thick and its top lies at a depth of 517 feet below land surface. The aquifer yielded 100 gpm (gallons per minute) with a drawdown of 40 feet during a pumping period of 24 hours. Water was not found in rocks above or below the Culebra dolomite.\r\n\r\nAt the site of USGS test hole 2, about 2 miles southwest of the access shaft no distinctive aquifer exists. About one-half gpm was yielded to the well from the rocks between the Culebra dolomite and the top of the salt. Water could not be detected in the Culebra dolomite or overlying rocks.\r\n\r\nThe report contains drawdown and recovery curves of yield tests, drilling-time charts, and electric logs. The data are given in tables; they include summaries of hole construction, sample description logs, water measurements, drilling-time logs, and water analyses.","language":"ENGLISH","doi":"10.3133/ofr6231","usgsCitation":"Cooper, J., 1962, Test holes drilled in support of ground-water investigations, Project Gnome, Eddy County, New Mexico: U.S. Geological Survey Open-File Report 62-31, 116 p., https://doi.org/10.3133/ofr6231.","productDescription":"116 p.","costCenters":[],"links":[{"id":177173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0031/report-thumb.jpg"},{"id":86752,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86753,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86754,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86755,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86756,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86757,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0031/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86758,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684d41","contributors":{"authors":[{"text":"Cooper, J.B.","contributorId":92316,"corporation":false,"usgs":true,"family":"Cooper","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":245002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52257,"text":"ofr6280 - 1962 - Aquifer-test compilation for the San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2017-09-12T16:24:33","indexId":"ofr6280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-80","title":"Aquifer-test compilation for the San Joaquin Valley, California","docAbstract":"<p>This report is the first of a series the purpose of which is to make available in standard tabular form the results of aquifer tests that have been made by various private and public agencies in California. The scope of the compilation is to describe systematically, in a form agreed upon by the California Department of Water Resources and the Geological Survey, the (1) test location, (2) pumping data, (3) well data, and (4) summary of results. The results of these tests sometimes have been published but most frequently have been used only as a step in obtaining other information, consequently the results and even the location of aquifer tests have not been readily available.</p><p>This report has been prepared by the Geological Survey under the immediate supervision of Fred Kunkel, district geologist for California, in cooperation with the California Department of Water Resources, and tabulates through October 1962 all tests analyzed by the Geological Survey for the San Joaquin Valley. The report is designed to be expanded when additional tests are analyzed or new tests are made.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6280","usgsCitation":"McClelland, E., 1962, Aquifer-test compilation for the San Joaquin Valley, California: U.S. Geological Survey Open-File Report 62-80, Report: 38 p.; 1 Plate: 22.08 x 29.17 inches, https://doi.org/10.3133/ofr6280.","productDescription":"Report: 38 p.; 1 Plate: 22.08 x 29.17 inches","costCenters":[],"links":[{"id":174429,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0080/report-thumb.jpg"},{"id":86773,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1962/0080/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":345677,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Joaquin Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.12377929687499,\n              35.25459097465022\n            ],\n            [\n              -118.311767578125,\n              35.25459097465022\n            ],\n            [\n              -118.311767578125,\n              38.229550455326134\n            ],\n            [\n              -123.12377929687499,\n              38.229550455326134\n            ],\n            [\n              -123.12377929687499,\n              35.25459097465022\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679ea5","contributors":{"authors":[{"text":"McClelland, E.J.","contributorId":54280,"corporation":false,"usgs":true,"family":"McClelland","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":245048,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52246,"text":"ofr6258 - 1962 - Gravity survey of the Nevada Test Site and vicinity, Nye, Lincoln, and Clark Counties, Nevada--interim report","interactions":[],"lastModifiedDate":"2017-08-29T15:59:33","indexId":"ofr6258","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-58","title":"Gravity survey of the Nevada Test Site and vicinity, Nye, Lincoln, and Clark Counties, Nevada--interim report","docAbstract":"<p>The gravity survey of the Nevada Test Site and contiguous areas of southern Nevada and southeastern California (fig. 1) has been made by the U.S. Geological Survey on behalf of the U.S. Atomic Energy Commission.</p><p>The objective of this study is to delineate and interpret gravity anomalies and regional trends so that the configuration and depth of the buried erosional surface of the Paleozoic rocks may be determined. This buried surface is of utmost importance in understanding the geologic history of the Nevada Test Site region, the thickness and distribution of the overlying volcanic rocks and alluvium, and the movement of ground water. The Paleozoic rocks cause positive gravity anomalies where they outcrop or occur near the surface and negative anomalies where they are buried in valleys or capped by low-density Tertiary volcanic rocks. </p><p>Gravity trends which extend over the entire area provide a basis for computing the regional gravity gradient. The regional gravity gradient must be removed from the data for geologic interpretation of the paleotopographic surface in any limited area. </p><p>Knowledge of the thickness of low-density material overlying the paleotopographic surface is useful in several ways. Proposed&nbsp;underground test sites, such as drill holes and tunnels, may be evaluated in terms of rock unit thickness and alluvial cover requirements. Recent work by the Water Resources Division of the U.S. Geological Survey has demonstrated ground-water movement through the Paleozoic rocks in the vicinity of the Nevada Test Site. Therefore, knowledge of the position of buried Paleozoic rocks is important in evaluating (a) the rate and direction of flow of the ground water, (b) ground-water supplies for domestic and industrial uses, and (c) the possibility of radioactive contamination of ground water. Finally, regional gravity trends and paleotopography are useful in working out the structural history of the area in connection with geologic studies now in progress. </p><p>The purpose of this interim report is to present the major part of the gravity data obtained as of December 31, 1961. The data are presented as a complete Bouguer gravity anomaly map. Although the gravity contours are somewhat generalized because the map has a scale of 1:250,000 and a contour interval of 5 milligals, the largest anomalies are adequately delineated. </p><p>Preliminary results of this gravity survey have been reported by Wilmarth and others, 1960, and by Diment and others, 1959 and 1960.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6258","collaboration":"Prepared on behalf of the U.S. Atomic Energy Commission,","usgsCitation":"Healy, D.L., and Miller, C., 1962, Gravity survey of the Nevada Test Site and vicinity, Nye, Lincoln, and Clark Counties, Nevada--interim report: U.S. Geological Survey Open-File Report 62-58, Report: 34 p.; 3 Figures: 19.52 x 25.07 inches or smaller, https://doi.org/10.3133/ofr6258.","productDescription":"Report: 34 p.; 3 Figures: 19.52 x 25.07 inches or smaller","costCenters":[],"links":[{"id":86763,"rank":401,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1962/0058/plate-2.pdf","text":"Figure 3","size":"2.28 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 3"},{"id":86764,"rank":402,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1962/0058/plate-3.pdf","text":"Figure 5","size":"1.60 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 5"},{"id":86765,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0058/report.pdf","text":"Report","size":"514.56 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":175257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0058/report-thumb.jpg"},{"id":86762,"rank":400,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1962/0058/plate-1.pdf","text":"Figure 2","size":"3.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 2"}],"country":"United States","state":"Nevada","county":"Clark County, Lincoln County, Nye County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.191162109375,\n              36.20882309283712\n            ],\n            [\n              -114.06005859375,\n              36.20882309283712\n            ],\n            [\n              -114.06005859375,\n              38.71123253895224\n            ],\n            [\n              -117.191162109375,\n              38.71123253895224\n            ],\n            [\n              -117.191162109375,\n              36.20882309283712\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671fd1","contributors":{"authors":[{"text":"Healy, D. 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,{"id":52224,"text":"ofr6223 - 1962 - Porosity, density, and water content data on tuff of the Oak Spring Formation from the U12e tunnel system, Nevada Test Site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:11:34","indexId":"ofr6223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-23","title":"Porosity, density, and water content data on tuff of the Oak Spring Formation from the U12e tunnel system, Nevada Test Site, Nye County, Nevada","language":"ENGLISH","doi":"10.3133/ofr6223","usgsCitation":"Byers, F., 1962, Porosity, density, and water content data on tuff of the Oak Spring Formation from the U12e tunnel system, Nevada Test Site, Nye County, Nevada: U.S. Geological Survey Open-File Report 62-23, 27 p., https://doi.org/10.3133/ofr6223.","productDescription":"27 p.","costCenters":[],"links":[{"id":178019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683d08","contributors":{"authors":[{"text":"Byers, F.M. Jr.","contributorId":78338,"corporation":false,"usgs":true,"family":"Byers","given":"F.M.","suffix":"Jr.","affiliations":[],"preferred":false,"id":244994,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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