{"pageNumber":"6679","pageRowStart":"166950","pageSize":"25","recordCount":184900,"records":[{"id":1021,"text":"wsp1536I - 1964 - Methods of determining permeability, transmissibility and drawdown","interactions":[{"subject":{"id":51650,"text":"ofr5480 - 1954 - The \"slug test\" for estimating transmissibility","indexId":"ofr5480","publicationYear":"1954","noYear":false,"title":"The \"slug test\" for estimating transmissibility"},"predicate":"SUPERSEDED_BY","object":{"id":1021,"text":"wsp1536I - 1964 - Methods of determining permeability, transmissibility and drawdown","indexId":"wsp1536I","publicationYear":"1964","noYear":false,"chapter":"I","title":"Methods of determining permeability, transmissibility and drawdown"},"id":1},{"subject":{"id":51779,"text":"ofr54310 - 1954 - Estimating transmissibility from specific capacity","indexId":"ofr54310","publicationYear":"1954","noYear":false,"title":"Estimating transmissibility from specific capacity"},"predicate":"SUPERSEDED_BY","object":{"id":1021,"text":"wsp1536I - 1964 - Methods of determining permeability, transmissibility and drawdown","indexId":"wsp1536I","publicationYear":"1964","noYear":false,"chapter":"I","title":"Methods of determining permeability, transmissibility and drawdown"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1536I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"I","title":"Methods of determining permeability, transmissibility and drawdown","docAbstract":"If the Theis graphical method is used for determining the hydraulic constants of an aquifer under water-table conditions, the observed drawdowns should be corrected for the decrease in saturated thickness. This is especially true if the drawdown is a large fraction of the original saturated thickness, for then the computed coefficient of permeability is highly inaccurate if based on observed, rather than corrected, water levels. Wenzel's limiting formula, a modification of the Theis graphical method, is useful where u=r2s/4Tt is less than about 0.01. However, a shorter procedure for determination of the coefficient of transmissibility, as well as the coefficient of storage, consists of plotting the values of the corrected drawdowns against the values of the logarithm of r. \r\n\r\nWenzel (1942) suggested that observation wells be situated on lines that extend upgradient and downgradient from the pumped well. However, a detailed analysis of aquifer-test results indicates that such a restriction is unnecessary. The gradient method for determining permeability should yield the same results as the Thies method. The former, when applied for a distance within the range of applicability of the latter, is merely a duplication of effort or, at best, a crude check. Because of the limitations of accuracy in plotting, the gradient method is much less satisfactory. That Wenzel (1942) obtained identical results from the two methods is regarded as a coincidence. \r\n\r\nFailure to take into consideration the fact that the pumped well does not tap the full thickness of the aquifer leads to an apparent coefficient of permeability that is much too low, especially if the aquifer consists of stratified sediments. The average coefficient of permeability computed from uncorrected drawdowns may be only a little more than half of the true value.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1536I","usgsCitation":"Bentall, R., 1964, Methods of determining permeability, transmissibility and drawdown: U.S. Geological Survey Water Supply Paper 1536, vi, 99 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1536I.","productDescription":"vi, 99 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":137921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1536i/report-thumb.jpg"},{"id":25635,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1536i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bcc6","contributors":{"authors":[{"text":"Bentall, Ray","contributorId":78711,"corporation":false,"usgs":true,"family":"Bentall","given":"Ray","email":"","affiliations":[],"preferred":false,"id":143040,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52383,"text":"ofr645 - 1964 - Adsorption equilibria between earth materials and radionuclides, Cape Thompson, Alaska","interactions":[],"lastModifiedDate":"2023-06-13T22:44:01.209871","indexId":"ofr645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"64-5","title":"Adsorption equilibria between earth materials and radionuclides, Cape Thompson, Alaska","docAbstract":"

The concept and the derivation of a distribution coefficient are developed. Ion exchange and the nature of competition among cations are given. Distribution coefficients for carrier-free cesium, strontium, and iodine were determined on 17 samples collected during July, 1961, in the vicinity of Cape Thompson, northwestern Alaska. High percentage uptake of these ions was measured under the test conditions. Cesium adsorption, at 1 day, was found to be represented by the mass-action equation. The distribution coefficients for cesium adsorption were so large that, in all but a few cases, very little of this nuclide would remain long in solution in the natural waters of the area. Strontium adsorption was found to be a function of the calcium-plus-magnesium concentration and to be independent of the sodium concentration. In most samples, its equilibrium is reached in less than 1 day. Iodine sorption varied with percent organic matter in the samples. If the iodine were in contact with organic matter for several days, a substantial part of it probably would be removed from solution in the natural waters.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr645","usgsCitation":"Baker, J., Beetem, W., and Wahlberg, J., 1964, Adsorption equilibria between earth materials and radionuclides, Cape Thompson, Alaska: U.S. Geological Survey Open-File Report 64-5, 40 p., https://doi.org/10.3133/ofr645.","productDescription":"40 p.","costCenters":[],"links":[{"id":418071,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1964/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177158,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1964/0005/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Cape Thompson","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -166.0008164595815,\n 68.16730706663768\n ],\n [\n -166.0008164595815,\n 68.10186940157294\n ],\n [\n -165.81138357613384,\n 68.10186940157294\n ],\n [\n -165.81138357613384,\n 68.16730706663768\n ],\n [\n -166.0008164595815,\n 68.16730706663768\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69936e","contributors":{"authors":[{"text":"Baker, J.H.","contributorId":77209,"corporation":false,"usgs":true,"family":"Baker","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":245254,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beetem, W.A.","contributorId":19173,"corporation":false,"usgs":true,"family":"Beetem","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":245252,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wahlberg, J.S.","contributorId":59850,"corporation":false,"usgs":true,"family":"Wahlberg","given":"J.S.","affiliations":[],"preferred":false,"id":245253,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":32752,"text":"pp403A - 1964 - General geology of Guam","interactions":[],"lastModifiedDate":"2025-04-15T16:11:18.896504","indexId":"pp403A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"403","chapter":"A","title":"General geology of Guam","docAbstract":"

No abstract available.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Geology and hydrology of Guam, Mariana Islands (Professional Paper 403)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp403A","usgsCitation":"Tracey, J.I., Schlanger, S., Stark, J.T., Doan, D.B., and May, H.G., 1964, General geology of Guam: U.S. Geological Survey Professional Paper 403, Report: iv, 104 p.; 3 Plates: 32.74 × 43.82 inches or smaller, https://doi.org/10.3133/pp403A.","productDescription":"Report: iv, 104 p.; 3 Plates: 32.74 × 43.82 inches or smaller","costCenters":[],"links":[{"id":161387,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0403a/report-thumb.jpg"},{"id":113071,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0403a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":113072,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0403a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":268358,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0403a/plate-1.pdf"},{"id":113070,"rank":5,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0403a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397824,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_44666.htm","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Guam","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 144.6075439453125,\n 13.213208268446683\n ],\n [\n 145.0689697265625,\n 13.213208268446683\n ],\n [\n 145.0689697265625,\n 13.7153719325982\n ],\n [\n 144.6075439453125,\n 13.7153719325982\n ],\n [\n 144.6075439453125,\n 13.213208268446683\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0d84","contributors":{"authors":[{"text":"Tracey, J. I. Jr.","contributorId":17205,"corporation":false,"usgs":true,"family":"Tracey","given":"J.","suffix":"Jr.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":209095,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schlanger, S.O.","contributorId":104508,"corporation":false,"usgs":true,"family":"Schlanger","given":"S.O.","affiliations":[],"preferred":false,"id":209099,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stark, J. T.","contributorId":62650,"corporation":false,"usgs":true,"family":"Stark","given":"J.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":209097,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Doan, D. B.","contributorId":18813,"corporation":false,"usgs":true,"family":"Doan","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":209096,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"May, H. G.","contributorId":73248,"corporation":false,"usgs":true,"family":"May","given":"H.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":209098,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":1792,"text":"wsp1597 - 1964 - Geology and ground-water resources of the upper Grande Ronde River basin, Union County, Oregon","interactions":[],"lastModifiedDate":"2022-01-12T19:36:16.825771","indexId":"wsp1597","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1597","title":"Geology and ground-water resources of the upper Grande Ronde River basin, Union County, Oregon","docAbstract":"

The upper Grande Ronde River basin is a 1,400-square-mile area in northeastern Oregon, between the Blue Mountains to the west and the Wallowa Mountains to the east. The area is drained by the Grande Ronde River, which flows northeast through this region and is tributary to the Snake River. The climate is generally moderate; temperature extremes recorded at La Grande are 22°F. below zero and 108°F. above. The average annual precipitation ranges from 13 to 20 inches in the Grande Ronde Valley to . more than 35 inches in the mountain highlands surrounding the valley. The topography of. the area is strongly controlled by the geologic structures, principally those related to block faulting. The terrain ranges from the nearly flat floors of the Grande Ronde and Indian Valleys, whose elevations are 2,600 to about 2,750 feet, to the mountainous uplands, whose average elevations are about 5,000 feet and which have local prominences exceeding 6,500 feet. The rocks in the upper Grande Ronde River basin, from oldest to youngest, are metamorphic rocks of pre-Tertiary age; igneous masses of diorite and granodiorite that intruded the metamorphic rocks; tuff-breccia, welded and silicified tuff, and andesite and dacite flows, of Tertiary age; the Columbia River basalt of Miocene and possibly early Pliocene age; fanglomerate and lacustrine deposits of Pliocene and Pleistocene age; and younger deposits . of alluvium, colluvium, and welded tuff. In the graben known as the Grande Ronde Valley, which is the principal populated district in the area, the valley fill deposits are as thick as 2,000 feet. The valley is bordered by the scarps of faults, the largest of which have displacements of more than 4.000 feet. Most of the wells in the area obtain small to moderate supplies of water from unconfined aquifers in the val1ey fill and alluvial fan deposits. Moderate to large quantities of water are obtained from aquifers carrying artesian water in the fan alluvium and the Columbia River basalt. The available supplies of ground water greatly exceed the relatively small amounts that are being used, and the natural supplies are ..adequate for foreseeable domestic, industrial, irrigation, and municipal. requirements. Yields of future wells probably could be improved appreciably over those of present wells by exercising close attention to subsurface conditions during construction, and by greater use of well screens, gravel envelopes, and well development techniques. The chemical quality of the ground water in general is excellent. All waters sampled are potable and are within the desired ranges of hardness and salinity for most public, industrial, and irrigation uses. The average temperature of shallow ground water drawn from, the alluvial fill was 3°F. above the mean annual air temperature. That of water obtained from the basalt is 6°F. above the temperatures computed from the 'normal' gradient of 1.8°F. per 100 feet of increased depth.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1597","usgsCitation":"Hampton, E.R., and Brown, S., 1964, Geology and ground-water resources of the upper Grande Ronde River basin, Union County, Oregon: U.S. Geological Survey Water Supply Paper 1597, Report: v, 99 p.; 6 Plates: 33.00 × 48.47 inches or smaller, https://doi.org/10.3133/wsp1597.","productDescription":"Report: v, 99 p.; 6 Plates: 33.00 × 48.47 inches or smaller","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":394258,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24786.htm"},{"id":26934,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26933,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26932,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26931,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26930,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137231,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1597/report-thumb.jpg"},{"id":26936,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1597/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26935,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1597/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","county":"Union County","otherGeospatial":"upper Grande Ronde River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118.5,\n 45.083\n ],\n [\n -117.501,\n 45.083\n ],\n [\n -117.501,\n 45.592\n ],\n [\n -118.5,\n 45.592\n ],\n [\n -118.5,\n 45.083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db6852c3","contributors":{"authors":[{"text":"Hampton, E. R.","contributorId":57038,"corporation":false,"usgs":true,"family":"Hampton","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144163,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, S. G.","contributorId":46914,"corporation":false,"usgs":true,"family":"Brown","given":"S. G.","affiliations":[],"preferred":false,"id":144162,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1023,"text":"wsp1669U - 1964 - Ground-water resources of Waupaca County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-02T13:05:28","indexId":"wsp1669U","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"U","title":"Ground-water resources of Waupaca County, Wisconsin","docAbstract":"

Waupaca County is in east-central Wisconsin. No serious ground-water problems existed in 1960 except in a few localities where crystalline rock is near land surface or is covered by nearly impermeable till. The use of ground water for irrigation has not appreciably affected ground-water levels.

\n

The county is covered by Pleistocene till, glaciolacustrine (lake), glaciofluvial (stream), and eolian (wind) deposits. In the northern three-quarters of the county these deposits overlie Precambrian crystalline rocks; in the remainder, they overlie sandstone of Cambrian age and, to a minor extent, dolomite of the Prairie du Chien Group of Ordovician age. The deposits of Pleistocene age, particularly outwash, are the principal sources of ground water except in those areas where the saturated thickness is slight or the permeability low. The sandstone of Cambrian age is an important aquifer in the southeastern part of the county. The crystalline rocks of Precambrian age yield little water except from fractures, joints, and weathered zones, and they are a source of water only in areas where better aquifers are absent.

\n

Ground water in Waupaca County occurs under both water-table and artesian conditions. The source of this ground water is precipitation that falls on the county and percolates downward to the zone of saturation. Regional movement of ground water is to the Wolf River. In most of the county the direction of movement is eastward or southeastward, except in the southeastern corner of the county, where the movement is westward.

\n

 Water-level fluctuations reflect the variations of ground-water storage or artesian pressure in response to variations in recharge and discharge. Declining water levels from 1956 to 1959 reflect a period of below-normal precipitation, and rising water levels in late 1959 and 1960 reflect above-normal precipitation. Average precipitation, runoff, and evapotranspiration in 1959 are estimated to be 1,000, 400, and 600 mgd (million gallons per day) respectively. Pumpage in the county was estimated to be about 4 mgd in 1959, and about half of this amount was used for public supplies.

\n

A pumping test of a well in outwash deposits near Waupaca indicated that at that point the coefficient of transmissibility is about 100,000 gpd (gallons per day) per ft, the permeability is about 1,000 gpd per sq ft, the coefficient of storage is about 0.2, and the specific capacity is 41 gpm (gallons per minute) per ft of drawdown. These hydraulic characteristics are probably in the same order of magnitude as the characteristics of outwash deposits in the county in general.

\n

The water from wells in Waupaca County, although hard and generally containing iron, is good for most purposes.

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No abstract available.

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The following references give data on localities of placer gold by quadrangle and are keyed by number within each quadrangle to locations shown on map. The quadrangle boundaries and names used on the map are those selected by the U. S. Geological Survey for topographic mapping in Alaska on a scale of 1:250,000. The references cited for each group of localities are the most complete or most recent descriptions as of December 31, 1960.

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