{"pageNumber":"1825","pageRowStart":"45600","pageSize":"25","recordCount":46615,"records":[{"id":931,"text":"wsp1798B - 1966 - Fluvial sediment in the little Arkansas River basin, Kansas","interactions":[],"lastModifiedDate":"2013-08-12T12:35:55","indexId":"wsp1798B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1798","chapter":"B","title":"Fluvial sediment in the little Arkansas River basin, Kansas","docAbstract":"Characteristics and transport of sediment in the Little Arkansas River basin in south-central Kansas were studied to determine if the water from the river could be used as a supplemental source for municipal supply or would provide adequate recharge to aquifers that are sources of municipal and agricultural water supplies. During periods when overland 1low contributed a significant amount to streamflow, the suspended sediment in the Little Arkansas River at Valley Center averaged about 85 percent of clay, about 13 percent of silt, and about 2 percent of sand. The average annual suspended-sediment discharge for the water years 1958, 1959, 1960, and 1961 was about 306,000 tons, and about 80 percent of the load was transported during 133 days of the 1,461-day period. The average daily water discharge of 352 cubic feet per second for the period 1958-61 was more than the long-term (i}9-year) average of 245 cfs; therefore, the average annual sediment load for 1958-61 was probably greater than the average annual load for the same long-term period. \n\nStudies of seepage in a part of the channel of Kisiwa Creek indicated that an upstream gravel-pit operation yielded clays which, when deposited in the channel, reduced seepage. A change in plant operation and subsequent runoff that removed the deposited clays restored natural seepage conditions. Experiments by the Wichita Water Department showed that artificial recharge probably cannot be accomplished by using raw turbid water that is injected into wells or by using pits. Recharge by raw turbid water on large permeable areas or by seepage canals may be feasible. \n\nStudies of chemical quality of surface water at several sites in the Little Arkansas River basin indicate that Turkey. Creek is a major contributor of chloride and other dissolved solids to the Little Arkansas River and that the dissolved-solids content is probably highest during low-flow periods when suspended-sediment concentration is low. Data collected by the Wichita Water Department indicate that chloride concentrations are diminishing with time at sampled locations. and they receive recharge from rainwater and snowmelt moving through overlying alluvium and from storage in the De Chelly sandstone which encloses the east half of the diatreme. \n\nThe quality of water from all areas is suitable for domestic use. However, special treatment may be necessary to make the water suitable for pulp processing.","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wsp1798B","usgsCitation":"Albert, C., and Stramel, G., 1966, Fluvial sediment in the little Arkansas River basin, Kansas: U.S. Geological Survey Water Supply Paper 1798, v, 30 p. :ill., maps, diagrs. (1 fold in pocket) ;24 cm., https://doi.org/10.3133/wsp1798B.","productDescription":"v, 30 p. :ill., maps, diagrs. (1 fold in pocket) ;24 cm.","costCenters":[],"links":[{"id":137978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798b/report-thumb.jpg"},{"id":25405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":276512,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798b/plate-2.pdf"},{"id":276511,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798b/plate-1.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae50a","contributors":{"authors":[{"text":"Albert, C.D.","contributorId":23923,"corporation":false,"usgs":true,"family":"Albert","given":"C.D.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":142874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stramel, G.J.","contributorId":47768,"corporation":false,"usgs":true,"family":"Stramel","given":"G.J.","affiliations":[],"preferred":false,"id":142875,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2183,"text":"wsp1613F - 1966 - Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1613F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1613","chapter":"F","title":"Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York","docAbstract":"Test drilling, extraction of water from cores, electric logging, water sampling, and water-level measurements from 1958 to 1961 provided a suitable basis for a substantial refinement in the definition of the positions, chloride concentrations, and rates of movement of salty water in the intermediate and deep deposits of southern Nassau County and southeastern Queens County. \r\n\r\nFilter-press, centrifugal, and dilution methods were used to extract water from cores for chloride analysis at the test-drilling sites. Chloride analysis of water extracted by these methods, chloride analyses of water from wells, and the interpretation of electric logs helped to define the chloride content of the salty water. New concepts of environmental-water head and zerovels, developed during the investigation, proved useful for defining hydraulic gradients and ratee of flow in ground water of variable density in a vertical direction and in horizontal and inclined planes, respectively. Hydraulic gradients in and between fresh and salty water were determined from water levels from data at individual and multiple-observation wells. \r\n\r\nSalty ground water occurs in southern Nassau and southeastern Queens Counties as three wedgelike extensions that project landward in unconsolidated deposits from a main body of salty water that lies seaward of the barrier beaches in Nassau County and of Jamaica Bay in Queens County. Salty water occurs not only in permeable deposits but also in the shallow and deep clay deposits. The highest chloride content of the salty ground water in the main body and the wedges is about 16,000 ppm, which is about 1,000 to 2,000 ppm less than the chloride content of ocean water. \r\n\r\nThe shallow salty water in the Pleistocene and Recent deposits is connected freely with the bays, tidal estuaries, and ocean. The intermediate wedge is found only in the southwestern part of Nassau County in the upper part of the Magothy (?) Formation, in the Jamneco Gravel, and in the overlying clay deposits. It extends from the seaward areas inland about 2 miles into Island Park. The deep wedge extends into southeastern Queens County and southern Nassau County principally in the deeper parts of the Magothy (?) Formation and in the underlying clay member of the Raritan Formation. The leading edge of the deep wedge is at the base of the Magothy (?) Formation. This edge is apparently at the shoreline east of Lido Beach and extends inland about 4 miles to Woodmere and about 7 miles to South Ozone Park. Zones of diffusion as much as 6 miles wide and about 500 feet thick were delineated in the frontal part of the salty-water wedges. These thick and broad zones of diffusion were probably formed during the past 1,000 or more years in heterogeneous unconsolidated deposits by long- and short-term changes in sea level and in fresh-water outflow to the sea and by dispersion caused by the movements of the water and its salt mass. Changes in sea level and fresh-water outflow together produced appreciable advances and recessions of the salt-water front. The chemical compositions of the diffused water in all wedges are modified to some extent by base exchange and other physical and chemical processes and also by diffusion. \r\n\r\nThe intermediate wedge of salty water is moving landward at a rate of less than 20 feet a year in the vicinity of Island Park and, thus, has moved less than 1,000 feet since 1900. The leading edge of the deep wedge has advanced landward at about 300 feet a :ear in Woodmere in southwestern Nassau County and about 160 feet a year at South Ozone Park in southeastern Queens County, principally under the influence of local withdrawals near the toe of the wedge. Between Hewlett and Lido Beach, the deep wedge is moving inland at the rate of about 10 feet a year under the influence of regional withdrawals in inland areas. Regional encroachment of the deep wedge is apparently retarded appreciably by cyclic flow, that is, by the return seaward in the upper","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1613F","usgsCitation":"Lusczynski, N., and Swarzenski, W.V., 1966, Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York: U.S. Geological Survey Water Supply Paper 1613, iv, 76 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1613F.","productDescription":"iv, 76 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138239,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1613f/report-thumb.jpg"},{"id":27807,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27808,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27809,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27810,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27811,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27812,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1613f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c894","contributors":{"authors":[{"text":"Lusczynski, N.J.","contributorId":10779,"corporation":false,"usgs":true,"family":"Lusczynski","given":"N.J.","affiliations":[],"preferred":false,"id":144787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swarzenski, Wolfgang V.","contributorId":30213,"corporation":false,"usgs":true,"family":"Swarzenski","given":"Wolfgang","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":144788,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2313,"text":"wsp1819A - 1966 - Utilization of ground water in the Santa Maria Valley area, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp1819A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"A","title":"Utilization of ground water in the Santa Maria Valley area, California","docAbstract":"Overdraft in the Santa Maria Valley ground-water basin since about 1946 has resulted in a significant decline in water levels throughout the basin as ground water has been removed from storage. In 1959 approximately 2,200,000 acre-feet of ground water was in storage above sea level in the ground-water reservoir. Estimates of storage depletion are not consistent with estimates of groundwater recharge and discharge. The natural perennial yield of the basin probably is about 50.000 acre-feet, on the basis of estimated recharge and natural discharge. The augmented perennial yield probably is about 70,000 acre-feet and includes 21,200 acre-feet of water per year released at Twitchell Dam. Storage depletion, not estimated in the seaward ends of the aquifers, will result as the fresh watersea water interface moves landward in response to the continuing decrease in hydraulic gradient in the aquifer system. \r\n\r\nEvidence of sea-water intrusion into the basin has not been observed, but limited sea-water encroachment may have occurred at the offshore ends of the aquifers. Additional observation wells will be necessary to provide supplemental data to insure that hydraulic heads and gradients in the deeper aquifers are properly monitored.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1819A","usgsCitation":"Miller, G., and Evenson, R.E., 1966, Utilization of ground water in the Santa Maria Valley area, California: U.S. Geological Survey Water Supply Paper 1819, iii, 24 p. :ill. ;24 cm. + plate folded in pocket., https://doi.org/10.3133/wsp1819A.","productDescription":"iii, 24 p. :ill. ;24 cm. + plate folded in pocket.","costCenters":[],"links":[{"id":137738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819a/report-thumb.jpg"},{"id":28143,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28144,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602d5e","contributors":{"authors":[{"text":"Miller, G.A.","contributorId":107671,"corporation":false,"usgs":true,"family":"Miller","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":144995,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Evenson, R. E.","contributorId":19933,"corporation":false,"usgs":true,"family":"Evenson","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144994,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1100,"text":"wsp1684 - 1966 - Magnitude and frequency of floods in the United States: Part 10. The Great Basin","interactions":[],"lastModifiedDate":"2024-06-17T21:22:50.59657","indexId":"wsp1684","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1684","title":"Magnitude and frequency of floods in the United States: Part 10. The Great Basin","docAbstract":"

The probable magnitude of floods of any recurrence interval between 1.1 and 50 years for any stream in the Great Basin can be determined by methods presented in this report.

The Great Basin comprises nearly all of Nevada, western Utah, eastern California, and parts of Idaho, Oregon, and Wyoming. The physiography of the basin is a series of mountain ranges and desert valleys, which trend in a north-south direction. Extreme variations in climate from arid to humid are attributed to the mountains, which, in general, are at right angles to the prevailing westerly winds. The area is subject to cloudburst floods and mud-rock flows, and this situation often results in high rates of runoff and heavy erosion from small drainage basins. The greater part of the basin is desert, and because of the paucity of flood data, the flood characteristics are poorly defined.

Two sets of curves are provided for estimating the magnitude and frequency of floods: (1) curves that represent the ratio of a flood of any frequency to the mean annual flood, and (2) curves that relate the mean annual flood to the size of the drainage basin and, where significant, to the mean altitude of the basin. Using these curves, a flood of a selected frequency can be determined for any site within the range of the base data. Separate 50-year flood graphs are shown for most of the larger rivers that are affected by regulation or diversion.

The report also contains station descriptions and lists of peak discharges for 364 gaging stations at which flood records have been collected for 5 or more years.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1684","usgsCitation":"Butler, E., Reid, J., and Berwick, V., 1966, Magnitude and frequency of floods in the United States: Part 10. The Great Basin: U.S. Geological Survey Water Supply Paper 1684, Report: xii, 256 p.; 2 Plates: 23.00 in. x 32.69 in. and 23.00 in. x 32.70 in., https://doi.org/10.3133/wsp1684.","productDescription":"Report: xii, 256 p.; 2 Plates: 23.00 in. x 32.69 in. and 23.00 in. x 32.70 in.","numberOfPages":"270","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":430340,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24893.htm","linkFileType":{"id":5,"text":"html"}},{"id":25830,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1684/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Great Basin showing hydrologic areas and location of gaging stations for which records are used in this report"},{"id":25831,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1684/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Great Basin showing flood regions"},{"id":25832,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1684/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137865,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1684/report-thumb.jpg"}],"country":"United States","state":"California, Idaho, Nevada, Oregon, Utah, Wyoming","otherGeospatial":"Great Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -116.5921906626617,\n 32.58022804975384\n ],\n [\n -114.8513857745231,\n 32.6826323709157\n ],\n [\n -115.11687526317692,\n 38.430852245878754\n ],\n [\n -115.00681719621164,\n 39.44994435719141\n ],\n [\n -113.44432614039764,\n 37.767024727496846\n ],\n [\n -112.1682495264217,\n 37.55678413745511\n ],\n [\n -110.41480397149783,\n 41.662006507462394\n ],\n [\n -110.22811202576386,\n 42.246052724133136\n ],\n [\n -112.33588442607666,\n 42.57859964105248\n ],\n [\n -115.25776514378205,\n 41.56547182165073\n ],\n [\n -117.63454158924608,\n 41.66183397616126\n ],\n [\n -120.20937590707965,\n 43.4154688719461\n ],\n [\n -121.07443218592334,\n 43.57819853867787\n ],\n [\n -122.23188537008474,\n 42.64018449777984\n ],\n [\n -121.49938521409749,\n 42.2128983444282\n ],\n [\n -120.08064165281732,\n 41.001363389988626\n ],\n [\n -120.78412839492441,\n 39.88709203731142\n ],\n [\n -119.8758968405352,\n 38.93783308698025\n ],\n [\n -118.59892075047432,\n 36.32652672353966\n ],\n [\n -118.82750928759143,\n 34.784869099915454\n ],\n [\n -116.91926306887294,\n 33.77775647465552\n ],\n [\n -116.5921906626617,\n 32.58022804975384\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495b5","contributors":{"authors":[{"text":"Butler, E.","contributorId":44124,"corporation":false,"usgs":true,"family":"Butler","given":"E.","email":"","affiliations":[],"preferred":false,"id":143176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reid, J.K.","contributorId":54577,"corporation":false,"usgs":true,"family":"Reid","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":143175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Berwick, V.K.","contributorId":70368,"corporation":false,"usgs":true,"family":"Berwick","given":"V.K.","email":"","affiliations":[],"preferred":false,"id":143177,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2669,"text":"wsp1819J - 1966 - Special sediment investigations Mississippi River at St. Louis, Missouri, 1961-63","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1819J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"J","title":"Special sediment investigations Mississippi River at St. Louis, Missouri, 1961-63","docAbstract":"Four sets of comprehensive hydraulic and sediment data were obtained during 1961-63 for the Mississippi River at St. Louis at ranges of mean velocity from 3.3 to 5.6 feet per second, of mean depth from 22 to 37 feet, of width from 1,570 to 1,670 feet, of mean water-surface slope from 0.000054 to 0.000109, and of suspended-sediment concentration from 314 to 928 parts per million. The suspended sediment consisted of 9-46 percent sand, 30-46 percent silt, and 20-56 percent clay. The median size of bed material was about 0.42 millimeter for three sets of measurements and about 0.18 millimeter for the other set. A dune bed form was present during all four data-collection periods. Data obtained on consecutive days indicate that the turbulence constant can be computed from either streamflow-measurement notes or from vertical-velocity profiles. Constants computed from streamflow-measurement notes averaged 0.34, and those from vertical-velocity profiles averaged 0.35. The coefficients of vertical distribution of concentration for selected size ranges of suspended sands (expressed as z1, the slope, of the line relating the logarithms of concentration and a depth parameter) plotted against corresponding fall velocities indicate that on the average, the z1's are proportional to about the 0.7 power of the fall velocity. The data also indicate that the relation of z1 to fall velocity may vary with the mean velocity of flow.","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wsp1819J","usgsCitation":"Scott, C.H., and Stephens, H.D., 1966, Special sediment investigations Mississippi River at St. Louis, Missouri, 1961-63: U.S. Geological Survey Water Supply Paper 1819, iii, 35 p. :ill., maps (1 fold. in pocket) ;24 cm., https://doi.org/10.3133/wsp1819J.","productDescription":"iii, 35 p. :ill., maps (1 fold. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819j/report-thumb.jpg"},{"id":29017,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29018,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819j/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29019,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819j/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29020,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb82a","contributors":{"authors":[{"text":"Scott, Cloyd H.","contributorId":106871,"corporation":false,"usgs":true,"family":"Scott","given":"Cloyd","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145584,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, Howard D.","contributorId":47347,"corporation":false,"usgs":true,"family":"Stephens","given":"Howard","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":145583,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3646,"text":"cir533 - 1966 - Regional trends in water-well drilling in the United States","interactions":[],"lastModifiedDate":"2017-08-27T18:00:47","indexId":"cir533","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"533","title":"Regional trends in water-well drilling in the United States","docAbstract":"Between the towns of Macon and Taylorville in central Illinois lies a ridge that is part of a system of ridges and knolls largely composed of sand and gravel. This ridge contains an important aquifer. An extensive electrical earth resistivity survey was conducted over the ridged-drift aquifer. Inversion of the resistivity data provided information concerning aquifer thickness and aquifer resistivity. This information, along with pump test data along the aquifer, indicated a direct and geometric relationship between aquifer resistivity and hydraulic conductivity. As a result, it was possible to better define the boundaries and water-producing capabilities of the aquifer. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir533","usgsCitation":"Meyer, G., and Wyrick, G.G., 1966, Regional trends in water-well drilling in the United States: U.S. Geological Survey Circular 533, 8 p. :illus., maps. ;26 cm., https://doi.org/10.3133/cir533.","productDescription":"8 p. :illus., maps. ;26 cm.","costCenters":[],"links":[{"id":30688,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1966/0533/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123717,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1966/0533/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634de3","contributors":{"authors":[{"text":"Meyer, Gerald","contributorId":76721,"corporation":false,"usgs":true,"family":"Meyer","given":"Gerald","email":"","affiliations":[],"preferred":false,"id":147325,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wyrick, Granville G.","contributorId":67493,"corporation":false,"usgs":true,"family":"Wyrick","given":"Granville","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":147324,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1092,"text":"wsp1831 - 1966 - Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60","interactions":[],"lastModifiedDate":"2024-09-24T18:14:18.610113","indexId":"wsp1831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1831","title":"Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60","docAbstract":"The collection of runoff and sediment data was the primary objective of the 10-year (1951-60) study in the Cornfield Wash basin, which has an area of 21.3 square miles. However, reconnaissance investigations also were made of (1) precipitation; (2) the effects of reservoirs on runoff, erosion, and sediment yield; (3) the effects of range pitting on runoff, sediment, and vegetation yields; and (4) the effects of wire sediment barriers on sediment accumulations. \r\n\r\nPrecipitation averaged 6.07 inches for the warm season (May 1 through October 31). From 1951 to 1955 much of the precipitation came in short torrential downpours. Since 1955, precipitation usually has been of lower intensity, resulting in a low runoff-precipitation ratio. \r\n\r\nThe total composite inflow to the 19 reservoirs in the Cornfield Wash basin--12 constructed in 1950 and 7 constructed from 1953 to 1956--was 5,720 acre-feet. The reservoirs permanently retained 1,370 acre-feet of water, 43 percent of which was apparently lost by evaporation. \r\n\r\nThe average seasonal runoff (1951-59) from the ephemeral streams of the Cornfield Wash basin and nearby watersheds can be expressed, with a high coefficient of correlation, by the equation: runoff = 29.4 (area) 0.82 acre-feet. This relation suggests that there is a good correlation between the size of the drainage basin and the basin characteristics that most influence travel time of runoff. Comparisons of readily measurable basin characteristics that influence travel time indicate: 1. Land slope is proportional to (area) .0.035; 2. Length of longest watercourse is proportional to (area) 0.52; 3. Distance along the longest watercourse from gaging station to a point opposite the center of drainage basin is proportional to (area)0.52; and 4. Equivalent channel slope is proportional to (area)- 0.027. Except for land slope, the coefficients of correlation for each of the basin characteristics-area relations were relatively high. The correlation between seasonal runoff (1951-60) from the small watersheds of the Cornfield Wash basin and the size of the drainage basin was improved after correcting for the influence of land slope.\r\n\r\nThe original total storage capacity of the 19 reservoirs was reduced from 845 to 455 acre-feet as a result of the impoundment of 390 acre-feet of sediment. Backwater from the reservoirs influenced the deposition of an additional 20 acre-feet of sediment. \r\n\r\nThe average annual accretion of sediment (1951-60) in the reservoirs of the Cornfield Wash basin can be expressed by the equation: sediment - 0.0119 (seasonal runoff) 1.3 (incised channel density) 0.71. By removing seasonal runoff as a variable, the average annual sediment accretion is proportional to (area) 1.19 (incised channel density) 1.3. \r\n\r\nConservation and rehabilitation of damaged land were successful in some instances and only partly successful in others. The reservoirs are effective in inducing sediment accretion upstream; also, they stop the advance of abrupt headcuts below the reservoirs, but only as long as the spillage is not great and the spillway stays intact. In addition, the reservoirs are effective in reducing flood peaks. A longer period of study is necessary to define adequately the effectiveness of the wire sediment barriers. The data collected on range-pitting effects were not complete enough to. define the magnitude of the changes, if any, in runoff, sediment, and vegetation yields.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1831","usgsCitation":"Burkham, D., 1966, Hydrology of Cornfield Wash area and effects of land-treatment practices, Sandoval County, New Mexico, 1951-60: U.S. Geological Survey Water Supply Paper 1831, Report: v, 87 p.; 1 Plate: 22.00 x 24.26 inches, https://doi.org/10.3133/wsp1831.","productDescription":"Report: v, 87 p.; 1 Plate: 22.00 x 24.26 inches","costCenters":[],"links":[{"id":25821,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1831/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25822,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1831/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":462211,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25036.htm","linkFileType":{"id":5,"text":"html"}},{"id":137933,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1831/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Sandoval County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-107.6208,36.2208],[-107.5854,36.2203],[-107.5501,36.2203],[-107.5147,36.219],[-107.4964,36.2183],[-107.4782,36.2181],[-107.4605,36.2178],[-107.4428,36.2181],[-107.4251,36.2178],[-107.404,36.2172],[-106.9865,36.2159],[-106.9141,36.2155],[-106.897,36.2152],[-106.877,36.2154],[-106.8766,36.1732],[-106.8806,36.0307],[-106.8814,36.0003],[-106.6158,36.002],[-106.3947,36.0025],[-106.3099,36.0018],[-106.2445,36.0011],[-106.2438,35.9657],[-106.2529,35.9666],[-106.2632,35.967],[-106.262,35.9725],[-106.2979,35.9742],[-106.2978,35.9651],[-106.2978,35.9601],[-106.3137,35.9592],[-106.3137,35.9542],[-106.3449,35.9527],[-106.3535,35.9536],[-106.3824,35.9535],[-106.3836,35.9612],[-106.395,35.9607],[-106.3949,35.9476],[-106.3968,35.8641],[-106.3967,35.8559],[-106.3949,35.8292],[-106.4147,35.8287],[-106.4124,35.8218],[-106.4067,35.8164],[-106.3982,35.8115],[-106.384,35.8097],[-106.3664,35.8116],[-106.3619,35.812],[-106.3522,35.8107],[-106.3517,35.8157],[-106.3352,35.8094],[-106.317,35.8058],[-106.2994,35.7977],[-106.2801,35.7932],[-106.2636,35.7801],[-106.2568,35.7719],[-106.2517,35.7638],[-106.25,35.7611],[-106.2466,35.7533],[-106.2454,35.742],[-106.2463,35.6758],[-106.2462,35.6544],[-106.2465,35.5469],[-106.2464,35.5319],[-106.2474,35.4802],[-106.2467,35.4461],[-106.246,35.4071],[-106.2458,35.3495],[-106.2463,35.315],[-106.2474,35.3054],[-106.2434,35.3054],[-106.2416,35.2519],[-106.242,35.2147],[-106.3765,35.2175],[-106.3822,35.2175],[-106.4531,35.2172],[-106.479,35.2176],[-106.4964,35.2184],[-106.5645,35.2186],[-106.5955,35.2184],[-106.8622,35.2172],[-106.8808,35.2171],[-106.9337,35.2171],[-106.9416,35.217],[-107.0345,35.2185],[-107.0761,35.2186],[-107.0801,35.2186],[-107.0936,35.2189],[-107.1105,35.2188],[-107.1262,35.2186],[-107.1578,35.2192],[-107.1623,35.2192],[-107.1628,35.2192],[-107.1972,35.2197],[-107.2345,35.3024],[-107.3016,35.3021],[-107.3025,35.4247],[-107.3035,35.4787],[-107.3032,35.5277],[-107.3041,35.6139],[-107.3046,35.6439],[-107.3048,35.6552],[-107.305,35.6707],[-107.3053,35.6852],[-107.305,35.6997],[-107.3052,35.7151],[-107.3049,35.7301],[-107.3057,35.7419],[-107.3054,35.7573],[-107.3053,35.7864],[-107.3047,35.8168],[-107.3049,35.8295],[-107.3051,35.8744],[-107.3055,35.9311],[-107.3058,35.9765],[-107.3054,35.991],[-107.3056,36.0005],[-107.317,36.0008],[-107.3397,36.0006],[-107.3875,36.0009],[-107.4068,36.0007],[-107.4421,36.0008],[-107.5161,36.0026],[-107.5513,36.0026],[-107.5541,36.0025],[-107.5718,36.0027],[-107.5866,36.003],[-107.6042,36.0032],[-107.6213,36.003],[-107.6247,36.0034],[-107.6244,36.0175],[-107.6242,36.032],[-107.6231,36.0633],[-107.6226,36.0892],[-107.6223,36.1041],[-107.6218,36.135],[-107.6216,36.1491],[-107.621,36.1763],[-107.6208,36.1917],[-107.6208,36.2208]]],[[[-106.2452,35.8563],[-106.2457,35.8427],[-106.2736,35.8563],[-106.2452,35.8563]]]]},\"properties\":{\"name\":\"Sandoval\",\"state\":\"NM\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6049e0","contributors":{"authors":[{"text":"Burkham, D. E.","contributorId":97073,"corporation":false,"usgs":true,"family":"Burkham","given":"D. E.","affiliations":[],"preferred":false,"id":143163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3666,"text":"cir531 - 1966 - The promise of precise borehole gravimetry in petroleum exploration and exploitation","interactions":[],"lastModifiedDate":"2017-08-27T17:57:39","indexId":"cir531","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"531","title":"The promise of precise borehole gravimetry in petroleum exploration and exploitation","docAbstract":"This report provides comprehensive information on the geology, geohydrology, and mineral resources of Boone and Winnebago Counties for use in resource-based land-use planning and development. Data on the composition, thickness, and regional distribution of glacial drift and bedrock materials were used to construct maps of: geologic materials to a depth of 20 ft; bedrock topography; drift thickness; major terrains; and glacial drift aquifers. Because contamination of aquifers is a serious concern in some areas of the two counties, a major focus of this study is on interpreting data critical to the selection of suitable areas for municipal waste disposal and prevention of contamination from existing municipal landfills and septic systems. Interpretive maps accompanying the text: (1) rate geological sequences on their capacity to protect aquifers and surface water from contamination by land burial of municipal wastes, septic system disposal, and surface spreading of wastes and agricultural chemicals; (2) geologic sequences on their suitability for general construction; and (3) delineate resources of sand, gravel, peat, and dolomite. Areas in which aquifer contamination from waste disposal and other land-use practices is most likely to occur are those in which sand and gravel and/or permeable creviced bedrock are at or near the surface. Areas having the lowest contamination potential are underlain by thick (20 ft or more) deposits of fine-grained glacial till. Areas most favorable for general construction are well-drained locations in major river valleys and terrace outwash plains; areas least favorable for construction are scattered throughout both counties on poorly drained land having low bearing capacities and on uplands and slopes in northwestern Winnebago County where the drift is thin over the bedrock. Extensive deposits of sand and gravel occur in the major bedrock valleys. Dolomite deposits underlie all the uplands of Winnebago County and most of Boone County, but extraction costs are prohibitive where overburden is thick. High-grade dolomite with relatively thin overburden is found in eastern Winnebago County and southwestern Boone County. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir531","usgsCitation":"McCulloh, T.H., 1966, The promise of precise borehole gravimetry in petroleum exploration and exploitation: U.S. Geological Survey Circular 531, iii, 12 p. :illus. ;27 cm., https://doi.org/10.3133/cir531.","productDescription":"iii, 12 p. :illus. ;27 cm.","costCenters":[],"links":[{"id":123916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1966/0531/report-thumb.jpg"},{"id":30706,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1966/0531/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641ae6","contributors":{"authors":[{"text":"McCulloh, Thane Hubert","contributorId":101625,"corporation":false,"usgs":true,"family":"McCulloh","given":"Thane","email":"","middleInitial":"Hubert","affiliations":[],"preferred":false,"id":147367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1813,"text":"wsp1819F - 1966 - Recharge studies on the High Plains in northern Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1819F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"F","title":"Recharge studies on the High Plains in northern Lea County, New Mexico","docAbstract":"The area described in this report is that part of the southern High Plains principally within northern Lea County, N. Mex. ; it comprises about 1,400,000 acres. Hydrologic boundaries isolate the main aquifer of the area, the Ogallala Formation, from outside sources of natural recharge other than precipitation on the area. Natural recharge to this aquifer from the 15-inch average annual precipitation for the period 1949-60 is estimated to be about 95,000 acre-ft (acre-feet) which is between the 59,000 and 118,000 acre-ft a year obtained from the This estimate (1934) of ? to 1 inch a year. About one-sixth of the water pumped for irrigation, or an average of about 23,000 acre-ft a year in the period \r\n1949-60, returns to the aquifer. The estimated long-term (1939-60) average \r\nannual recharge to the aquifer is about 77,000 acre-ft. \r\n\r\nDischarge from the aquifer is by pumping and underflow from the area. Gross pumpage averaged about 151,000 acre-ft a year in the period 1949-60. Underflow from the area is estimated to have been about 36,000 acre-ft a year. Thus, the estimated average annual discharge from the aquifer was about 187,000 acre-ft a year, and this exceeded recharge by about 69,000 acre-ft a year. This overdraft is reflected in a general net decline of the water table of 10 ft in the period 1950-60 and net declines of as much as 30 feet in local areas. \r\n\r\nData obtained during this study indicate that about 100,000 acre-ft of water collects in closed depressions on the surface of the High Plains in years when precipitation is normal. Studies of water losses from ponds in selected depressions indicate that between 20 and 80 percent of this loss recharges the groundwater body and the balance is lost to evapotranspiration, principally evaporation. Artificial recharge facilities constructed in the depressions could put at least 50,000 acre-ft of water underground annually that otherwise would be lost to evaporation. Recharging through pits or spreading ponds would cost less per unit volume of water than recharge through wells.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1819F","usgsCitation":"Havens, J., 1966, Recharge studies on the High Plains in northern Lea County, New Mexico: U.S. Geological Survey Water Supply Paper 1819, vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1819F.","productDescription":"vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":137175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819f/report-thumb.jpg"},{"id":27004,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27005,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27006,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27007,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27008,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629844","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":144198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":5711,"text":"pp498A - 1966 - Hydrochemical facies and ground-water flow patterns in northern part of Atlantic Coastal Plain","interactions":[],"lastModifiedDate":"2017-06-05T21:55:49","indexId":"pp498A","displayToPublicDate":"1991-01-01T00:00:00","publicationYear":"1966","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":"498","chapter":"A","title":"Hydrochemical facies and ground-water flow patterns in northern part of Atlantic Coastal Plain","docAbstract":"

The part of the Atlantic Coastal Plain that extends from New Jersey through Virginia was selected as a suitable field model in which to study the relationships between geology, hydrology, and chemical character of ground water. The ground-water flow pattern is the principal hydrologic control on the chemical character of the water. Within the Coastal Plain sediments, the proportions of clay, glauconitic sand, and calcareous material are the principal lithologic controls over the chemistry of the water.

\n

A subsurface body of salt water extends from southern New Jersey through southern Virginia and occupies the deposits deeper than about 500 feet below land surface in the eastern part of the Coastal Plain. The position of its top is determined by the relative head, which in turn is influenced by topography, drainage density, and the thickness and permeability of the Coastal Plain sediments.

\n

Hydrochemical facies is a term used in this paper to denote the diagnostic chemical aspect of ground-water solutions occurring in hydrologic systems. The facies reflect the response of chemical processes operating within the lithologic framework and also the pattern of flow of the water. The distribution of these facies is shown in trilinear diagrams and isometric fence diagrams and on maps showing isopleths of chemical constituents within certain formations. The occurrence of the various facies within one formation or within a group of formations of uniform mineralogy indicates that the ground-water flow through the aquifer system modifies the distribution of the facies.

\n

Flow patterns of fresh ground water shown on maps and in cross sections have been deduced from available water-level data. These patterns are controlled by the distribution of the higher landmasses and by the depth to either bedrock or to the salt-water interface. The mapping of hydrochemical facies shows that at shallow depths within the Coastal Plain (less than about 200 ft) the calcium-magnesium cation facies generally predominates. The bicarbonate anion facies occurs within more of the shallow Coastal Plain sediments than does the sulfate or the chloride facies. In deeper formations, the sodium chloride character predominates. The lower dissolved-solids content of the ground water in New Jersey indicates less upward vertical leakage than in Maryland and Virginia, where the shallow formations contain solutions of higher concentration.

","largerWorkTitle":"Hydrology of aquifer systems","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp498A","usgsCitation":"Back, W., 1966, Hydrochemical facies and ground-water flow patterns in northern part of Atlantic Coastal Plain: U.S. Geological Survey Professional Paper 498, Report: iv, 42 p.; 1 Plate: 54.00 x 41.50 inches, https://doi.org/10.3133/pp498A.","productDescription":"Report: iv, 42 p.; 1 Plate: 54.00 x 41.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":32282,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0498a/plate-1.pdf","text":"Plate 1","size":"7.25 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"},{"id":118160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0498a/report-thumb.jpg"},{"id":104479,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4513.htm","linkFileType":{"id":5,"text":"html"},"description":"4513"},{"id":32283,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0498a/report.pdf","text":"Report","size":"5.06 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Delaware, Maryland, New Jersey, Pennsylvania, Virginia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.03662109375,\n 41.50857729743935\n ],\n [\n -73.80615234375,\n 40.94671366508002\n ],\n [\n -73.89404296875,\n 40.41349604970198\n ],\n [\n -74.1357421875,\n 39.487084981687495\n ],\n [\n -74.6630859375,\n 38.8225909761771\n ],\n [\n -75.234375,\n 37.70120736474139\n ],\n [\n -75.6298828125,\n 37.00255267215955\n ],\n [\n -75.69580078125,\n 36.527294814546245\n ],\n [\n -80.33203125,\n 36.63316209558658\n ],\n [\n -79.16748046874999,\n 37.56199695314352\n ],\n [\n -78.046875,\n 38.75408327579141\n ],\n [\n -77.62939453125,\n 39.52099229357195\n ],\n [\n -77.05810546875,\n 40.094882122321174\n ],\n [\n -76.31103515625,\n 40.697299008636755\n ],\n [\n -75.6298828125,\n 41.36031866306708\n ],\n [\n -75.03662109375,\n 41.50857729743935\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628ed5","contributors":{"authors":[{"text":"Back, William","contributorId":59007,"corporation":false,"usgs":true,"family":"Back","given":"William","email":"","affiliations":[],"preferred":false,"id":151470,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70112257,"text":"70112257 - 1966 - Ultraviolet investigations for lunar missions","interactions":[],"lastModifiedDate":"2017-03-27T13:42:54","indexId":"70112257","displayToPublicDate":"1990-06-12T10:10:00","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":653,"text":"Advances in Astronautical Sciences","active":true,"publicationSubtype":{"id":10}},"title":"Ultraviolet investigations for lunar missions","docAbstract":"

Preliminary field tests of an active ultraviolet imaging system have shown that it is possible to produce linages of the terrain from distances as great as 75 feet by means of reflected ultraviolet light at wavelengths longer than 3300 A. Minerals that luminesce when exposed to ultraviolet energy have been detected from distances as great as 200 feet. With appropriate design modifications, it may be possible to utilize a similar system in detecting luminescing minerals from greater distances. Also, with a similar system and appropriate auxiliary equipment such as image intensifiers, it may be possible to discriminate between naturally occurring materials on the basis of reflected ultraviolet energy at wavelengths shorter than 3000 A. In this part of the spectrum image contrast for some rock types may exceed that from visible light. Information from these and related ultraviolet spectralanalysis studies may be useful in evaluating data obtained from passive ultraviolet systems in lunar orbit as well as from active systems on the lunar surface.

","language":"English","publisher":"American Astronautical Society","publisherLocation":"Washington, D.C.","usgsCitation":"Hemphill, W.R., Fischer, W., and Dornbach, J., 1966, Ultraviolet investigations for lunar missions: Advances in Astronautical Sciences, v. 20, p. 397-415.","productDescription":"21 p.","startPage":"397","endPage":"415","numberOfPages":"21","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288449,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"20","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acc5be4b0e83db6d09044","contributors":{"editors":[{"text":"Narin, Francis","contributorId":111682,"corporation":false,"usgs":true,"family":"Narin","given":"Francis","email":"","affiliations":[],"preferred":false,"id":509858,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Hemphill, William R.","contributorId":21970,"corporation":false,"usgs":true,"family":"Hemphill","given":"William","email":"","middleInitial":"R.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":494584,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fischer, William A.","contributorId":47787,"corporation":false,"usgs":true,"family":"Fischer","given":"William A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":494586,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dornbach, J.E.","contributorId":30547,"corporation":false,"usgs":true,"family":"Dornbach","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":494585,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70173975,"text":"70173975 - 1966 - Selected flow characteristics of streams in the Willamette River Basin, Oregon","interactions":[],"lastModifiedDate":"2016-06-21T14:07:14","indexId":"70173975","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Selected flow characteristics of streams in the Willamette River Basin, Oregon","docAbstract":"

Flow-duration, annual low-flow, and annual high-flow tables through September 30, 1963, are given in this report for 110 stream-gaging stations in the Willamette and Sandy River basins. These tables summarize the basic data needed to define the streamflow characteristics at the gaging stations. The content of each of the three summary tables is described, and techniques for preparing flow-duration curves, low-flow frequency curves, and high-flow frequency curves are explained.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/70173975","usgsCitation":"Swift, C.H., 1966, Selected flow characteristics of streams in the Willamette River Basin, Oregon: Open-File Report, 177 p., https://doi.org/10.3133/70173975.","productDescription":"177 p.","numberOfPages":"181","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":324025,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70173975.jpg"},{"id":324138,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70173975/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Willamette River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.585205078125,\n 43.30919109985686\n ],\n [\n -123.585205078125,\n 45.775186183521036\n ],\n [\n -121.40991210937499,\n 45.775186183521036\n ],\n [\n -121.40991210937499,\n 43.30919109985686\n ],\n [\n -123.585205078125,\n 43.30919109985686\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"576913e7e4b07657d19ff265","contributors":{"authors":[{"text":"Swift, C. H. III","contributorId":43624,"corporation":false,"usgs":true,"family":"Swift","given":"C.","suffix":"III","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":639897,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70159102,"text":"70159102 - 1966 - Floods of June 24-25, 1966 in southwest-central North Dakota","interactions":[],"lastModifiedDate":"2019-12-11T13:26:49","indexId":"70159102","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Floods of June 24-25, 1966 in southwest-central North Dakota","docAbstract":"

A severe thunderstorm accompanied by much hail swept through southwest-central North Dakota on the afternoon of June 24.  Rainfall of up to 13 inches caused floods higher than any previously known in the area.  The isohyetal map (fig. 1) indicates the extent and magnitude of the storm. This map was derived from rainfall data at 20 U.S. Weather Bureau gages (4 recording), 26 Geological Survey gages (5 recording) and 124 sites located in a bucket survey made by the Geological Survey (table 1).

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Dakota\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5620ce6ae4b06217fc478add","contributors":{"authors":[{"text":"Crosby, Orlo A.","contributorId":6065,"corporation":false,"usgs":true,"family":"Crosby","given":"Orlo A.","affiliations":[],"preferred":false,"id":577601,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221229,"text":"70221229 - 1966 - Phase relations involving sphalerite in the Fe-Zn-S system","interactions":[],"lastModifiedDate":"2021-06-09T14:40:40.608786","indexId":"70221229","displayToPublicDate":"1966-08-01T08:34:15","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"Phase relations involving sphalerite in the Fe-Zn-S system","docAbstract":"

The equilibrium diagram for the Fe-Zn-S System has been worked out in détail from 580° to 850° C. Previous work on this System is proven to be seriously in error and températures heretofore estimated from the \"sphalerite geothermometer\" are without a sound quantitative foundation. Sphalerite solid solutions lie essentially along the FeS-ZnS join. Neither pyrite nor pyrrhotite takes up appréciable amounts of zinc. The FeS-ZnS binary solvus (équivalent to the assemblage sphalerite + stoichi-ometric FeS) is very steep, passing through 56 mole percent FeS at 850° C and 52 mole percent FeS at 580° C. It is not useful geologically because of the rarity of stoichiometric FeS as a primary minerai in sphalerite-bearing assemblages; however, the relatively large rôle played by total pressure on the binary solvus might permit the iron content of sphalerite to be useful in determining the pressure of équilibration of some météorites. Of greater géologie interest is the sphalerite + pyrite + pyrrhotite assemblage in which the composition of sphalerite changes from 13 mole percent FeS at 742° C to 19 percent at 580° C. Unfortunately, this equilibrium cannot be quantitatively extrapolated to lower températures from the presently available data and therefore quantitative geothermom-etry of pyrite + pyrrhotite + sphalerite assemblages is not feasible at présent. Thermochemical calculations prove that the iron content of sphalerite in pyrite + sphalerite assemblages is very sensitive to variations in température and fugacity of S2; this relationship provides an explanation of growth-zoned sphalerite as the resuit of fluctuations of sul-fur fugacity, and, in combination with other sulfide assemblages that define isobarically univariant relations between température and sulfur fugacity, forms a potential basis for quantitative geothermometry. 

","language":"English","publisher":"Society of Economic Geologists","doi":"10.2113/gsecongeo.61.5.815","usgsCitation":"Barton, P.B., and Toulmin, P., 1966, Phase relations involving sphalerite in the Fe-Zn-S system: Economic Geology, v. 61, no. 5, p. 815-849, https://doi.org/10.2113/gsecongeo.61.5.815.","productDescription":"35 p.","startPage":"815","endPage":"849","costCenters":[],"links":[{"id":386282,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"61","issue":"5","noUsgsAuthors":false,"publicationDate":"1966-08-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Barton, P. B. Jr.","contributorId":23683,"corporation":false,"usgs":true,"family":"Barton","given":"P.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":817144,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Toulmin, Priestley","contributorId":74798,"corporation":false,"usgs":true,"family":"Toulmin","given":"Priestley","affiliations":[],"preferred":false,"id":817145,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70221308,"text":"70221308 - 1966 - Pumping test methods for determining aquifer characteristics","interactions":[],"lastModifiedDate":"2021-06-09T17:34:20.383545","indexId":"70221308","displayToPublicDate":"1966-07-01T12:29:58","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":620,"text":"ASTM Special Technical Publication","active":true,"publicationSubtype":{"id":10}},"title":"Pumping test methods for determining aquifer characteristics","docAbstract":"

Data describing the shape and manner in which the cone of depression forms about a well discharging at a constant rate are used with various formulas to determine the hydraulic characteristics of aquifer materials. The solutions to these formulas generally are graphical and may be used to detect the presence of hydraulic or geologic boundaries to the aquifer.

","language":"English","publisher":"ASTM International","doi":"10.1520/STP47258S","usgsCitation":"Lang, S., 1966, Pumping test methods for determining aquifer characteristics: ASTM Special Technical Publication, p. 35-55, https://doi.org/10.1520/STP47258S.","productDescription":"21 p.","startPage":"35","endPage":"55","costCenters":[],"links":[{"id":386355,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Lang, S.M.","contributorId":34108,"corporation":false,"usgs":true,"family":"Lang","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":817285,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221248,"text":"70221248 - 1966 - Digital computer methods for water‐quality data","interactions":[],"lastModifiedDate":"2021-06-08T15:28:33.090973","indexId":"70221248","displayToPublicDate":"1966-07-01T10:23:39","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Digital computer methods for water‐quality data","docAbstract":"

The digital computer is used on a routine basis in the ground-water program in Kansas for tasks ranging from the listing of water-quality data in tabular and publishable form to statistically and graphically analyzing a mass of data.

In the past year a number of computer programs in FORTRAN IV have been developed by Charles O. Morgan and Jesse M. McNellis using an IBM-7040 computer to store, retrieve, and manipulate water-quality data. These programs:

(1) Tabulate data at the rate of 40 chemical analyses of water per minute in a format similar to that found in the Kansas ground-water publications.

(2) Perform necessary calculations and print Stiff diagrams at the rate of 30 per minute.

(3) Perform necessary calculations and print Piper diagrams, including a square modification of the normally diamond-shaped cation-anion diagram, and trilinear diagrams of the cations and anions. The symbol representing the analyses located on the diagrams can be designated by either an analysis number or a geologic unit number. A cation-anion diagram showing the average chemical composition of water for an aquifer can also be printed. These diagrams for 50 analyses can be produced in 1.5 minutes.

(4) Plot maps of 42 individual, combined, or calculated parameters obtained from the data cards. These maps can be plotted to any specified scale and for as many as 10 designated geologic units. Computer time involved for one map with 50 plotted points is 15 seconds.

It is estimated that the use of these programs will save several man-months during a ground-water study, and the error inherent in the manual manipulation of data is greatly reduced. The present cost for running 50 analyses through the four water-quality programs on the computer is approximately $20.

","language":"English","publisher":"NGWA The Groundwater Association","doi":"10.1111/j.1745-6584.1966.tb01605.x","usgsCitation":"Morgan, C., Dingman, R., and McNellis, J., 1966, Digital computer methods for water‐quality data: Groundwater, v. 4, no. 3, p. 35-42, https://doi.org/10.1111/j.1745-6584.1966.tb01605.x.","productDescription":"8 p.","startPage":"35","endPage":"42","costCenters":[],"links":[{"id":386295,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"4","issue":"3","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Morgan, C.O.","contributorId":24482,"corporation":false,"usgs":true,"family":"Morgan","given":"C.O.","email":"","affiliations":[],"preferred":false,"id":817165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dingman, R.J.","contributorId":40645,"corporation":false,"usgs":true,"family":"Dingman","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":817166,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McNellis, J.M.","contributorId":58662,"corporation":false,"usgs":true,"family":"McNellis","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":817167,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70010711,"text":"70010711 - 1966 - Cohenite in meteorites: A proposed origin","interactions":[],"lastModifiedDate":"2026-02-10T16:31:49.321588","indexId":"70010711","displayToPublicDate":"1966-07-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3338,"text":"Science","active":true,"publicationSubtype":{"id":10}},"title":"Cohenite in meteorites: A proposed origin","docAbstract":"

Cohenite [(Fe, Ni)3C] is found almost exclusively in meteorites containing from 6 to 8 percent nickel (by weight). On the basis of iron-nickel-carbon phase diagrams at 1 atmosphere and of kinetic data, the occurrence of cohenite within this narrow composition range as a low-pressure metastable phase and the nonoccurrence of cohenite in meteorites outside the range 6 to 8 percent nickel can be explained. Cohenite formed in meteorites containing less than 6 to 8 percent nickel decomposed to metal and graphite during cooling; it cannot form in meteorites containing more than about 8 percent. The presence of cohenite in meteorites cannot be used as an indicator of pressure of formation. However, the absence of cohenite in meteorites containing the assemblage, metal plus graphite, requires low pressures during cooling.

","language":"English","publisher":"American Association for the Advancement of Science","doi":"10.1126/science.153.3731.60","issn":"00368075","usgsCitation":"Brett, R., 1966, Cohenite in meteorites: A proposed origin: Science, v. 153, no. 3731, p. 60-62, https://doi.org/10.1126/science.153.3731.60.","productDescription":"3 p.","startPage":"60","endPage":"62","costCenters":[],"links":[{"id":219480,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"153","issue":"3731","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f7a2e4b0c8380cd4cc0a","contributors":{"authors":[{"text":"Brett, R.","contributorId":106632,"corporation":false,"usgs":true,"family":"Brett","given":"R.","email":"","affiliations":[],"preferred":false,"id":359471,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":835,"text":"835 - 1966 - Water resources data for Alaska","interactions":[],"lastModifiedDate":"2014-08-05T14:04:26","indexId":"835","displayToPublicDate":"1966-01-01T14:02:50","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Water resources data for Alaska","docAbstract":"No abstract available.","language":"English","publisher":"Water Resources Division, U.S. Geological Survey","publisherLocation":"Anchorage, AK","doi":"10.3133/835","collaboration":"Prepared by U.S. Geological Survey Water Resources Division in cooperation with the state of Alaska and with other agencies.","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1966, Water resources data for Alaska, https://doi.org/10.3133/835.","costCenters":[],"links":[{"id":291717,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 172.44,51.21 ], [ 172.44,71.39 ], [ -129.99,71.39 ], [ -129.99,51.21 ], [ 172.44,51.21 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e1efe1e4b0fe532be2dea7","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":527754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221267,"text":"70221267 - 1966 - The design and use of hydrogeologic maps","interactions":[],"lastModifiedDate":"2021-06-08T18:47:01.175646","indexId":"70221267","displayToPublicDate":"1966-01-01T13:44:15","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"The design and use of hydrogeologic maps","docAbstract":"

A map should treat the critical problems in a way understandable to the intended reader. Some maps appropriately show only one or two pertinent hydrogeologic parameters. Point‐data maps make little or no interpretation of the data. Four‐dimensional maps‐those that include an elapsed span of time or projection of hydrogeologic variables into the future‐represent a high degree of interpretation of data; they are most useful to the map reader. The hydro‐geologist has an obligation to his reader to design maps that are as useful as possible. 

","language":"English","publisher":"Wiley Blackwell","doi":"10.1111/j.1745-6584.1966.tb01589.x","usgsCitation":"Warman, J., and Wiesnet, D., 1966, The design and use of hydrogeologic maps: Groundwater, v. 4, no. 1, p. 25-26, https://doi.org/10.1111/j.1745-6584.1966.tb01589.x.","productDescription":"2 p.","startPage":"25","endPage":"26","costCenters":[],"links":[{"id":386314,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"4","issue":"1","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Warman, J.C.","contributorId":92587,"corporation":false,"usgs":true,"family":"Warman","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":817193,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiesnet, D.R.","contributorId":14057,"corporation":false,"usgs":true,"family":"Wiesnet","given":"D.R.","affiliations":[],"preferred":false,"id":817194,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70095001,"text":"70095001 - 1966 - Flow probability of New Jersey streams","interactions":[],"lastModifiedDate":"2014-03-25T10:32:52","indexId":"70095001","displayToPublicDate":"1966-01-01T13:43:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":149,"text":"New Jersey Division of Water Policy and Supply Water Resources Circular","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"15","title":"Flow probability of New Jersey streams","docAbstract":"This report is one of a series published by the Division of Water \nPolicy and Supply of the New Jersey Department of Conservation and Economic \nDevelopment to make basic water data available in a form that can be readily \nused by all interested persons. The objective of the present report is to \npresent flow-duration information based on past records so that estimates \nof future flows of New Jersey's streams may be made. It is an extension of \nthe flow-duration portions of Water Resources Circular 6 (Miller and McCall, \n1961).","language":"English","publisher":"New Jersey Division of Water Policy and Supply","publisherLocation":"Trenton, NJ","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the State of New Jersey Department of Conservation and Economic Development Division of Water Policy and Supply","usgsCitation":"Miler, E., 1966, Flow probability of New Jersey streams: New Jersey Division of Water Policy and Supply Water Resources Circular 15, 61 p.","productDescription":"61 p.","numberOfPages":"71","costCenters":[],"links":[{"id":282843,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70095001.jpg"},{"id":284830,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70095001/report.pdf"}],"country":"United States","state":"New Jersey","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.5634,38.7888 ], [ -75.5634,41.3574 ], [ -73.8851,41.3574 ], [ -73.8851,38.7888 ], [ -75.5634,38.7888 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53559438e4b0120853e8bf88","contributors":{"authors":[{"text":"Miler, E.G.","contributorId":41337,"corporation":false,"usgs":true,"family":"Miler","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":491045,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70168625,"text":"70168625 - 1966 - Water resources data for Iowa 1966, Part 1--Surface water records","interactions":[],"lastModifiedDate":"2016-02-22T10:15:36","indexId":"70168625","displayToPublicDate":"1966-01-01T11:15:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Water resources data for Iowa 1966, Part 1--Surface water records","docAbstract":"

No abstract available

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Resources Division, U.S. Geological Survey, 1966, Water resources data for North Dakota, https://doi.org/10.3133/868.","costCenters":[],"links":[{"id":291670,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"North Dakota","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.05,45.9351 ], [ -104.05,49.0007 ], [ -96.5545,49.0007 ], [ -96.5545,45.9351 ], [ -104.05,45.9351 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e1efece4b0fe532be2df34","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":527787,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4145,"text":"cir526 - 1966 - Stream quality in Appalachia as related to coal-mine drainage, 1965","interactions":[],"lastModifiedDate":"2023-04-04T21:25:17.13174","indexId":"cir526","displayToPublicDate":"1966-01-01T00:00:00","publicationYear":"1966","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":"526","title":"Stream quality in Appalachia as related to coal-mine drainage, 1965","docAbstract":"

A stream-quality reconnaissance at 318 locations in May 1965 offered the first opportunity for a contemporaneous regional collection and appraisal of water-quality data in Appalachia. The results provide a means of regional comparison of the influence of coal-mine drainage on stream quality at approximately median streamflow. The results disclose that the chemical quality of the water at nearly 200 sites did not meet recommended drinking-water standards. At many of these sites, inferior quality was caused by excessive concentrations of solutes commonly associated with coalmine waters. Water-quality damage from mine drainage is particularly severe in the more heavily mined northern one-third of the region where high sulfate content, free mineral acidity, and low pH are typical of most affected streams. A deficiency in natural stream alkalinity in this part of the coal region contributes greatly to the massive effect of mine drainage upon stream quality. However, data collected from streams affected by mine drainage along the west edge of this part of the coal field suggest extensive neutralization of mine water. In southern Appalachia coal-mine drainage had less influence on stream quality than in northern Appalachia. Fewer streams in this area were influenced by mine drainage, and the magnitude of stream damage for affected streams was less than in northern Appalachia.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir526","usgsCitation":"Biesecker, J.E., and George, J.R., 1966, Stream quality in Appalachia as related to coal-mine drainage, 1965: U.S. Geological Survey Circular 526, Report: iv, 27 p.; 1 Plate: 34.89 x 32.60 inches, https://doi.org/10.3133/cir526.","productDescription":"Report: iv, 27 p.; 1 Plate: 34.89 x 32.60 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":31250,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1966/0526/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":415194,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23776.htm","linkFileType":{"id":5,"text":"html"}},{"id":31251,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1966/0526/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118318,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1966/0526/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Appalachia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -88,\n 42\n ],\n [\n -88,\n 32.833\n ],\n [\n -75.5,\n 32.833\n ],\n [\n -75.5,\n 42\n ],\n [\n -88,\n 42\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5161","contributors":{"authors":[{"text":"Biesecker, James E.","contributorId":104042,"corporation":false,"usgs":true,"family":"Biesecker","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":148285,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"George, J. Richard","contributorId":31753,"corporation":false,"usgs":true,"family":"George","given":"J.","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":148284,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70010708,"text":"70010708 - 1966 - Some Debye temperatures from single-crystal elastic constant data","interactions":[],"lastModifiedDate":"2020-11-24T01:16:40.194472","indexId":"70010708","displayToPublicDate":"1966-01-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2171,"text":"Journal of Applied Physics","active":true,"publicationSubtype":{"id":10}},"title":"Some Debye temperatures from single-crystal elastic constant data","docAbstract":"
The mean velocity of sound has been calculated for 14 crystalline solids by using the best recent values of their single‐crystal elastic stiffness constants. These mean sound velocities have been used to obtain the elastic Debye temperatures θDe for these materials. Models of the three wave velocity surfaces for calcite are illustrated.
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