{"pageNumber":"620","pageRowStart":"15475","pageSize":"25","recordCount":16446,"records":[{"id":2778,"text":"wsp1608I - 1968 - Fresh and saline ground-water zones in the Punjab region, West Pakistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1608I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1608","chapter":"I","title":"Fresh and saline ground-water zones in the Punjab region, West Pakistan","docAbstract":"An extensive program of test drilling and water sampling, undertaken by the Water and Soils Investigation Division (WASID) of the West Pakistan Water and Power Development Authority (WAPDA) to evaluate hydrologic problems related to waterlogging and soil salinity, has furnished data for the delineation of fresh and saline ground-water zones in the Punjab region of West Pakistan. Fresh ground water containing generally less than 500 ppm (parts per million) of total dissolved solids is found in wide belts paralleling the major rivers and in other areas of ground-water recharge. The fresh groundwater zone of upper (northeastern) Rechna Doab, where annual precipitation in places exceeds 30 inches, is the most extensive of the Punjab region and attains a depth of 1,700 feet or more below land surface near Gujranwala. Fresh ground water adjacent to the Indus River extends locally to depths of about \r\nl,500 feet. \r\n\r\nSaline ground water occurs downgradient from sources of recharge, particularly in the central parts of the interfluvial areas. Also, available data indicate a gradual increase in mineralization with depth and distance from sources of fresh-water recharge. Thus, even extensive fresh-water zones appear to be underlain, at variable depths, by saline ground water in most of the Punjab region. The saline ground waters of the Punjab region do not constitute, however, a distinct salt-water body that can be defined in terms of stratigraphic position, sea-level datum, particular lithology, or by chemical character. \r\n\r\nThe ground waters of the Punjab region are characterized by a gradation from calcium magnesium bicarbonate types, near the sources of recharge, to waters containing a dominant proportion of sodium. Water containing from 500 to 1,000 ppm is commonly of the sodium bicarbonate type, or it may be of the mixed type, having about equal proportions of the common anions (bicarbonate, chloride, and sulfate). With increasing mineralization from about 1,000 to 3,000 ppm, ,the relative proportion of chloride and sulfate increases, and these waters are generally of the sodium chloride or sodium sulfate type. The highly mineralized waters of the Punjab region are generally of the sodium chloride type, whereas in Dera Ismail (D.I.) Khan District sodium sulfate waters predominate. The ground waters from more than 900 sampling sites have been classified into eight types, according to dominant cations and anions. These types have been further subdivided into groups containing different amounts of total dissolved solids. \r\n\r\nThe pattern of distribution of saline ground-water zones in the Punjab region and the observed gradual increase in mineral content, downgradient from sources of fresh-water recharge, can be explained best by the processes of evaporation from the water table and solution of minerals within the alluvial aquifer.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608I","usgsCitation":"Swarzenski, W., 1968, Fresh and saline ground-water zones in the Punjab region, West Pakistan: U.S. Geological Survey Water Supply Paper 1608, iii, 24 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1608I.","productDescription":"iii, 24 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608i/report-thumb.jpg"},{"id":29226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29227,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29228,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29229,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a83a7","contributors":{"authors":[{"text":"Swarzenski, W.V.","contributorId":80243,"corporation":false,"usgs":true,"family":"Swarzenski","given":"W.V.","email":"","affiliations":[],"preferred":false,"id":145772,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3721,"text":"cir554 - 1968 - Hydrology for urban land planning - A guidebook on the hydrologic effects of urban land use","interactions":[],"lastModifiedDate":"2018-03-12T14:08:05","indexId":"cir554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"554","title":"Hydrology for urban land planning - A guidebook on the hydrologic effects of urban land use","docAbstract":"<p>This circular attempts to summarize existing knowledge of the effects of urbanization on hydrologic factors. It also attempts to express this knowledge in terms that the planner can use to test alternatives during the planning process. Because the available data used in this report are applied to a portion of the Brandywine Creek basin in Pennsylvania, this can be considered as a report on the basic hydrologic conditions of the Brandywine Creek basin prior to the beginning of major urbanization. Because the available data are not yet adequate, this report can be considered as a compilation of tentative suggestions in the form of an explanatory, not a definitive handbook.</p>\n<p>The application of current knowledge of the hydrologic effects of urbanization to the Brandywine should be viewed as a forecast of conditions which may be expected as urbanization proceeds. By making such forecasts in advance of actual urban development, the methods can be tested, data can be extended, and procedures improved as verification becomes possible.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir554","usgsCitation":"Leopold, L.B., 1968, Hydrology for urban land planning - A guidebook on the hydrologic effects of urban land use: U.S. Geological Survey Circular 554, iii, 18 p., https://doi.org/10.3133/cir554.","productDescription":"iii, 18 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science 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,{"id":2614,"text":"wsp1757J - 1968 - Ground-water geology of Kordofan Province, Sudan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1757J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1757","chapter":"J","title":"Ground-water geology of Kordofan Province, Sudan","docAbstract":"For much of Kordofan Province, surface-water supplies collected and stored in hafirs, fulas, and tebeldi trees are almost completely appropriated for present needs, and water from wells must serve as the base for future economic and cultural development. This report describes the results of a reconnaissance hydrogeologic investigation of the Province and the nature and distribution of the ground-water resources with respect to their availability for development. Kordofan Province, in central Sudan, lies within the White Nile-Nile River drainage basin. The land surface is largely a plain of low relief; jebels (hills) occur sporadically, and sandy soils are common in most areas except in the south where clayey soils predominate. Seasonal rainfall, ranging from less than 100 millimeters in the north to about 800 millimeters in the south, occurs almost entirely during the summer months, but little runoff ever reaches the Nile or White Nile Rivers. \r\n\r\nThe rocks beneath the surficial depsits (Pleistocene to Recent) in the Province comprise the basement complex (Precambrian), Nawa Series (upper Paleozoic), Nubian Series (Mesozoic), laterite (lower to middle Tertiary), and the Umm Ruwaba Series (Pliocene to Pleistocene). \r\n\r\nPerennial ground-water supplies in the Province are found chiefly in five hydrologic units, each having distinct geologic or hydrologic characteristics. These units occur in Nubian or Umm Ruwaba strata or both, and the sandstone and conglomerate beds form the :principal aquifers. The water is generally under slight artesian head, and the upper surface of the zone of saturation ranges from about 50 meters to 160 meters below land surface. The surficial deposits and basement rocks are generally poor sources of ground water in most of the Province. Supplies from such sources are commonly temporary and may dissipate entirely during the dry season. Locally, however, perennial supplies are obtained from the surficial deposits and from the basement rocks. \r\n\r\nGenerally, water from Nubian aquifers is satisfactory for most uses and is of better quality than that obtained from Umm Ruwaba aquifers. The relatively high mineralization of water from the Umm Ruwaba, especially in the eastern \r\npart of the Province, makes the water unsuitable for many municipal ad industrial uses. The water is generally usable, however, for domestic and livestock purposes. \r\n\r\nSome 175 drilled wells located at 75 water yards yield an average, of about 1,000 imperial gallons .per hour per well from Nubian or Umm Ruwaba. aquifers. Generally the water yards provide sufficient water for minimum domestic and livestock requirements throughout the year. Commonly, however, the water yards are widely separated and, hence, not always properly spaced for good range management or for serving the needs of the dispersed rural population. In 1962, withdrawals from Nubian and Umm Ruwaba aquifers in the Province were approximately 600 million gallons annually. This rate of draft: could probably be continued almost indefinitely without significant depletion of the water supply. Nubian and Umm Ruwaba aquifers in the southwestern part of Kordofan offer excellent potential for future development. Nubian aquifers in northern Kordofan need extensive exploration by test drilling before their economic potential can be properly evaluated.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1757J","usgsCitation":"Rodis, H.G., Hassan, A., and Wahadan, L., 1968, Ground-water geology of Kordofan Province, Sudan: U.S. Geological Survey Water Supply Paper 1757, iv, 48 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1757J.","productDescription":"iv, 48 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757j/report-thumb.jpg"},{"id":28903,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28904,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d8e","contributors":{"authors":[{"text":"Rodis, Harry G.","contributorId":25141,"corporation":false,"usgs":true,"family":"Rodis","given":"Harry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hassan, Abdulla","contributorId":102866,"corporation":false,"usgs":true,"family":"Hassan","given":"Abdulla","email":"","affiliations":[],"preferred":false,"id":145497,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wahadan, Lutfi","contributorId":64231,"corporation":false,"usgs":true,"family":"Wahadan","given":"Lutfi","email":"","affiliations":[],"preferred":false,"id":145496,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":22416,"text":"ofr685 - 1968 - Some hydrologic effects of canal 111 near Homestead, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:07","indexId":"ofr685","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"68-5","title":"Some hydrologic effects of canal 111 near Homestead, Florida","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr685","issn":"0094-9140","usgsCitation":"Barnes, H., Meyer, F., and Hartwell, J., 1968, Some hydrologic effects of canal 111 near Homestead, Florida: U.S. Geological Survey Open-File Report 68-5, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr685.","productDescription":"28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e91ff","contributors":{"authors":[{"text":"Barnes, H.H. Jr.","contributorId":67916,"corporation":false,"usgs":true,"family":"Barnes","given":"H.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":188202,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, F.W.","contributorId":25150,"corporation":false,"usgs":true,"family":"Meyer","given":"F.W.","email":"","affiliations":[],"preferred":false,"id":188201,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hartwell, J.H.","contributorId":98356,"corporation":false,"usgs":true,"family":"Hartwell","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":188203,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1006,"text":"wsp1859C - 1968 - Analysis of water quality of the Mahoning River in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1859C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1859","chapter":"C","title":"Analysis of water quality of the Mahoning River in Ohio","docAbstract":"The Mahoning River drains the densely populated and industrialized Warren-Youngstown area in northeastern Ohio. Significant chemical constituents and physical properties generally regarded as important in establishing water-quality standards for the Mahoning River are evaluated on the basis of hydrologic conditions and water use. Most of the interpretations and the appraisal of water-quality conditions are based on data collected from January 1963 to December 1965. Generally, streamflow during this period was lower than during a selected long-term reference period ; however, extremely low flows that occurred in the reference period did not occur in the 3-year study period. \r\n\r\nWater temperatures of the Mahoning River at Pricetown and Leavittsburg were not affected by thermal loading. Water temperatures at those stations ranged from the freezing point to 78?F during the 1963-65 period. Downstream from Leavittsburg, the use of large quantities of water for industrial cooling caused critical thermal loading during periods of low streamflow. Maximum water temperatures were 108?F and 104?F at Struthers and Lowellville, respectively. Water temperatures of the Mahoning River were lower during high water discharges and increased with higher steel-production indices. Flow augmentation and modifications in industrial processes have improved the water-temperature conditions in recent years. \r\n\r\nA combination of oxygen-consuming materials and warmed water from industrial and municipal wastes discharged into the lower reaches of the Mahoning River frequently depleted the dissolved-oxygen content. At Lowellville, the river water had a dissolved-oxygen content of 5 ppm (parts per million) or less for 67 percent of the time and 3 ppm or less for 16 percent of the time during the study period. The percentage of saturation of dissolved oxygen followed a similar trend. Both the dissolved-oxygen concentration and the percentage of saturation were noticeably lower downstream from Leavittsburg during the warm months when water temperatures were high and streamflow was low. The dissolved-oxygen content in the Mahoning River at Leavittsburg and Pricetown was almost always at acceptable levels. \r\n\r\nThe calculated dissolved-solids concentration of the Mahoning River ranged from 150 to 450 ppm at Leavittsburg and from 200 ppm to 650 ppm at Lowellville. Industrial use of the water caused an increase in the dissolved-solids concentration at Lowellville. During one steel-mill shutdown the average dissolved-solids concentration decreased from about 360 to about 280 ppm. \r\n\r\nChloride concentrations in the Mahoning River ranged from 42 ppm at Pricetown to 108 ppm at Struthers. The chloride load at 50-percent flow duration was 9 and 69 tons per day at Pricetown and Lowellville, respectively. The chloride content of the Mahoning River was well within acceptable levels. \r\n\r\nSulfate from wastes disposal and acid mine drainage made up the largest quantity of dissolved-solids load in the Mahoning River. The sulfate load at 50-percent flow duration increased from 38 tons per day at Pricetown to 300 tons per day at Lowellville. At Pricetown the sulfate load ranged from about 2 to 588 tons per day, while at Lowellville, downstream from the industrialized area, the range was from 106 to 2,420 tons per day. Comparison of sulfate loads during periods of steel production with periods of steel-mill shutdown indicated that during low flow about half the sulfate load at Lowellville was derived from steel-mill wastes when the production index was 100. \r\n\r\nThe alkalinity load of the Mahoning River at 50-percent flow duration increased from Pricetown (23 tons per day) to Lowellville (41 tons per day). During steel production the alkalinity of the water showed a marked decrease from Leavittsburg downstream to Lowellville. However, during steel-mill shutdowns the chemical composition of the river at Youngstown and Lowellville was similar to that at Leavittsburg. Acid mine drainag","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1859C","usgsCitation":"Bednar, G.A., Collier, C.R., and Cross, W.P., 1968, Analysis of water quality of the Mahoning River in Ohio: U.S. Geological Survey Water Supply Paper 1859, iv, 32 p. :ill. (some col.) ;24 cm., https://doi.org/10.3133/wsp1859C.","productDescription":"iv, 32 p. :ill. (some col.) ;24 cm.","costCenters":[],"links":[{"id":137950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1859c/report-thumb.jpg"},{"id":25585,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1859c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25586,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1859c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ec8d","contributors":{"authors":[{"text":"Bednar, Gene A.","contributorId":81881,"corporation":false,"usgs":true,"family":"Bednar","given":"Gene","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143010,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collier, Charles R.","contributorId":57821,"corporation":false,"usgs":true,"family":"Collier","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143009,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cross, William Perry","contributorId":21137,"corporation":false,"usgs":true,"family":"Cross","given":"William","email":"","middleInitial":"Perry","affiliations":[],"preferred":false,"id":143008,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":6351,"text":"pp598 - 1968 - River adjustment to altered hydrologic regimen - Murrumbidgee River and paleochannels, Australia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"pp598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"598","title":"River adjustment to altered hydrologic regimen - Murrumbidgee River and paleochannels, Australia","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp598","usgsCitation":"Schumm, S.A., 1968, River adjustment to altered hydrologic regimen - Murrumbidgee River and paleochannels, Australia: U.S. Geological Survey Professional Paper 598, 65 p., https://doi.org/10.3133/pp598.","productDescription":"65 p.","costCenters":[],"links":[{"id":117607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0598/report-thumb.jpg"},{"id":33701,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0598/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33702,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0598/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0598/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a11e4b07f02db6004be","contributors":{"authors":[{"text":"Schumm, Stanley Alfred","contributorId":101652,"corporation":false,"usgs":true,"family":"Schumm","given":"Stanley","email":"","middleInitial":"Alfred","affiliations":[],"preferred":false,"id":152560,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6376,"text":"pp422M - 1968 - Flood surge on the Rubicon River, California -- Hydrology, hydraulics, and boulder transport","interactions":[],"lastModifiedDate":"2012-02-02T00:05:42","indexId":"pp422M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"422","chapter":"M","title":"Flood surge on the Rubicon River, California -- Hydrology, hydraulics, and boulder transport","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp422M","usgsCitation":"Scott, K.M., and Gravlee, G.C., 1968, Flood surge on the Rubicon River, California -- Hydrology, hydraulics, and boulder transport: U.S. Geological Survey Professional Paper 422, p. M1-M40, https://doi.org/10.3133/pp422M.","productDescription":"p. M1-M40","costCenters":[],"links":[{"id":117542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0422m/report-thumb.jpg"},{"id":33749,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0422m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee984","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":152607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gravlee, George C. Jr.","contributorId":60624,"corporation":false,"usgs":true,"family":"Gravlee","given":"George","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":152606,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2663,"text":"wsp1871 - 1968 - Water data for metropolitan areas: A summary of data from 222 areas in the United States","interactions":[],"lastModifiedDate":"2017-09-04T17:17:27","indexId":"wsp1871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1871","title":"Water data for metropolitan areas: A summary of data from 222 areas in the United States","docAbstract":"Expansion of metropolitan areas poses persistent problems in management of the hydrologic environment. Adequate hydrologic data are prerequisite to proper planning and engineering design of urban environments. Some such data are available and are tabulated for each Standard Metropolitan Statistical Area in the United States. Information for each area consists of (1) data on size and population, (2) a short statement of the hydrology of the area, (3) a summary of current data-collection activities in the area, (4) a listing of current U.S. Geological Survey investigational projects in the area, and (5) a short listing of reports relating to the hydrology of the area.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1871","usgsCitation":"1968, Water data for metropolitan areas: A summary of data from 222 areas in the United States: U.S. Geological Survey Water Supply Paper 1871, v, 397 p., https://doi.org/10.3133/wsp1871.","productDescription":"v, 397 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1871/report-thumb.jpg"},{"id":29000,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1871/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1cf","contributors":{"compilers":[{"text":"Schneider, William Joseph","contributorId":104466,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":709488,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}}
,{"id":2341,"text":"wsp1854 - 1968 - Ground-water hydrology of the Sevier Desert, Utah","interactions":[],"lastModifiedDate":"2017-09-04T17:15:01","indexId":"wsp1854","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1854","title":"Ground-water hydrology of the Sevier Desert, Utah","docAbstract":"<p>The Sevier Desert, as used in this report, comprises the main part of the Sevier Desert, the Tintic Valley, and the southeastern part of the Old River Bed. It covers an area of about 3,000 square miles and occupies a large basin in the eastern part of the Basin and Range physiographic province.</p><p>Large alluvial fans extend from the mountain fronts into the basin where they interfinger with eolian and lacustrine deposits and with fluvial deposits of the Sevier River. These unconsolidated deposits form a multiaquifer artesian system that is more than 1,000 feet thick and that extends from near the area of main recharge along the east side of the basin to Sevier Lake.</p><p>Most of the recharge to the ground-water reservoir results from water entering alluvial fans as percolation from streams, irrigation ditches, and irrigated fields. Another important source may be water in the limestone, quartzite, and other consolidated rocks in the mountains that border the basin. Leakage from the Central Utah Canal is a major source of recharge to the water-table aquifer.</p><p>Flowing wells are common in the central lowland part of the Sevier Desert, but as a result of below-normal precipitation and an increase in withdrawals from wells during 1950-64, the area of flowing wells has decreased. The quantity of ground water being wasted from flowing wells is not more than a few hundred acre-feet a year.</p><p>The amount of water discharged by withdrawal from wells has increased nearly 15 times since 1950 (from 2,000 acre-feet in 1950 to 30,000 acre-feet in 1964). As a result of this increasing withdrawal, the water levels in observation wells have declined 4 feet in areas of small withdrawals to more than 7 feet near centers of pumping for public supplies and irrigation.</p><p>An estimated 135,000-175,000 acre-feet of ground water is consumed by evapotranspiration each year in the 440,000 acres of desert that mainly support phreatophytes. This rate of discharge has changed little since 1950. The consumptive waste of ground water by undesirable phreatophytes, principally saltcedar and pickleweed, was not a serious problem in 1964 but could become a serious problem in the near future if saltcedar is permitted to spread.</p><p>Water levels in wells changed little during 1935-40. During 1941-50, however, water levels rose in response to the general above-normal precipitation during 1939-47. During 1950-64 water levels declined, partly in response to below-normal precipitation and partly in response to an increase in pumping from irrigation wells. Although the period 1961-63 was one of above-normal precipitation, water levels continued the overall decline that was started in 1950. The decline, therefore, probably is due to increased pumping.</p><p>The amount of water that could be obtained from storage if the piezometric surface in the artesian aquifer were lowered 20 feet is estimated to be 120,006 acre-feet. The specific capacities of wells used for irrigation and public supply range from 5 to 215 gallons per minute per foot of drawdown. Specific capacities generally decrease with increasing distances away from the edge of the basin.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1854","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Mower, R.W., and Feltis, R., 1968, Ground-water hydrology of the Sevier Desert, Utah: U.S. Geological Survey Water Supply Paper 1854, Report: v, 75 p.; 7 Plates: 30.00 in. x 24.82 in. or smaller, https://doi.org/10.3133/wsp1854.","productDescription":"Report: v, 75 p.; 7 Plates: 30.00 in. x 24.82 in. or smaller","numberOfPages":"88","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":28244,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Sevier Desert, Utah, showing areas of phreatophyte growth in 1963"},{"id":138337,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1854/report-thumb.jpg"},{"id":28238,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Sevier Desert, Utah, showing location of selected wells and hydrogeochemical data"},{"id":28241,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Sevier Desert, Utah, showing average annual precipitation (1931-60) and recharge areas along the north and east edges"},{"id":28242,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Sevier Desert, Utah, showing areas of artesian flow during 1935 and March 1964 and water-level contours in the upper artesian and unconfined aquifers in March 1964"},{"id":28243,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of the Sevier Desert, Utah, showing total dissolved solids in water from wells finished in the artesian aquifers, springs, and streams"},{"id":28239,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized geologic map of the Sevier Desert and adjacent mountains, Utah"},{"id":28240,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1854/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Geologic section across the Sevier Desert, Utah, showing generalized stratigraphy and lithology and selected parts from an electrical log from an oil test"},{"id":28245,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1854/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Sevier Desert","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db6682c2","contributors":{"authors":[{"text":"Mower, R. W.","contributorId":34898,"corporation":false,"usgs":true,"family":"Mower","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feltis, R.D.","contributorId":93467,"corporation":false,"usgs":true,"family":"Feltis","given":"R.D.","affiliations":[],"preferred":false,"id":145049,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15992,"text":"ofr68250 - 1968 - Land evaluation studies with remote sensors in the infrared and radar regions","interactions":[],"lastModifiedDate":"2025-06-27T16:58:42.009797","indexId":"ofr68250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"68-250","title":"Land evaluation studies with remote sensors in the infrared and radar regions","docAbstract":"<p>This paper reviews the literature, especially of the last two years, dealing with remote sensor evaluation of surface and shallow sub-surface characteristics, employing remote sensors in the infrared (1.5p. - 14p.) and radar (0.5 cm - 100 cm) regions. Imaging and non-imaging sensors are examined to assess their current status and possible value in 1) assisting in the mapping of natural plant communities , 2) deriving hydrologic parameters, 3) discriminating among broad land use, crop type, and to a lesser degree, crop state,4) delineating soil and geomorphic units, and 5) estimating soil moisture. Possible applications of these remote sensors in reconnaissance-scale evaluation of natural resources are considered. The paper leans heavily on unpublished and limited-circulation studies sponsored by the National Aeronautics and Space Administration, U.S.A.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr68250","usgsCitation":"Simonett, D.S., 1968, Land evaluation studies with remote sensors in the infrared and radar regions: U.S. Geological Survey Open-File Report 68-250, 31 p., https://doi.org/10.3133/ofr68250.","productDescription":"31 p.","costCenters":[],"links":[{"id":491547,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1968/0250/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147716,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1968/0250/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4290","contributors":{"authors":[{"text":"Simonett, David S.","contributorId":54212,"corporation":false,"usgs":true,"family":"Simonett","given":"David","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":172061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":987,"text":"wsp1859D - 1968 - Water-mineral relations of Quaternary deposits in the Lower Platte River drainage area in eastern Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp1859D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"1859","chapter":"D","title":"Water-mineral relations of Quaternary deposits in the Lower Platte River drainage area in eastern Nebraska","docAbstract":"The partial pressure of carbon dioxide (PCO2), the degree of saturation with respect to calcite (IAP/K calcite), the pH, and the concentrations of selected constituents in solution were determined for water from 52 wells and the Platte River. Compared to the PCO2 in the atmosphere, the average PCO2 in the ground water was many times greater and that in .the river water was about twice as great. The high PCO2 in the ground water probably results from the absorption, by infiltrating precipitation, of carbon dioxide produced in the soil by respiration of plant roots ,and microorganisms. The values for IAP/K calcite for the ground water ranged from 0.141 to 1.29 and for the river water the average was 9.6. Water from each of the 10 sampled wells on the terrace plain in southeastern Saunders County was unsaturated with respect to calcite, whereas water from seven of the 42 wells on the Platte River flood plain was nearly saturated or supersaturated. Of the ,seven, two were in the Lincoln city well field where hydrologic relations indicate that a large fraction of the water yielded by the wells is induced seepage from the .river. That more of the city wells did not yield supersaturated water is surprising in view of the high IAP/K calcite values for the river water. Supersaturation of water from five of nine sampled wells downvalley from the well field probably is due to the presence of numerous limestone fragments in the Quaternary deposits in that part of the area. also surprising was the finding that the average pH of the water from the city wells was 1 unit lower than that of the river water. The presence of both dissolved iron and dissolved oxygen in the water from several of the city wells probably reflects derivation of the water from two distinct sources : ground water naturally in the aquifer and induced seepage from the river.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1859D","usgsCitation":"Barnes, I., and Bentall, R., 1968, Water-mineral relations of Quaternary deposits in the Lower Platte River drainage area in eastern Nebraska: U.S. Geological Survey Water Supply Paper 1859, 39 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1859D.","productDescription":"39 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":136118,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1859d/report-thumb.jpg"},{"id":25557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1859d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cbe4b07f02db543b30","contributors":{"authors":[{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":142970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bentall, Ray","contributorId":78711,"corporation":false,"usgs":true,"family":"Bentall","given":"Ray","email":"","affiliations":[],"preferred":false,"id":142971,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70112271,"text":"70112271 - 1968 - Color photographs for water resources studies","interactions":[],"lastModifiedDate":"2017-03-27T13:55:48","indexId":"70112271","displayToPublicDate":"1990-06-12T11:34:00","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3051,"text":"Photogrammetric Engineering","active":true,"publicationSubtype":{"id":10}},"title":"Color photographs for water resources studies","docAbstract":"<p>Air-photo interpretation is very well suited to water resources studies where limited observations of hydrologic data must be extended to regional characteristics for large areas. It is also useful in monitoring the hydrologic regimen of an area to detect possible changes. Color aerial photography is generally superior to black-and-white photography for these water resources investigations. Depth penetration through water, and excellent discrimination of water indicators, such as vegetation, are its -main assets. Meaningful interpretation of the photography depends on adequate ground control data. Experiences of the Water Resources Division, U. S. Geological Survey, indicate that the best interpretation is done by professional personnel-engineers, geologists, and water chemists intimately associated with a particular water resources project for which the photography has been obtained.</p>","language":"English","publisher":"American Society of Photogrammetry","publisherLocation":"Falls Church, VA","usgsCitation":"Schneider, W.J., 1968, Color photographs for water resources studies: Photogrammetric Engineering, v. 34, no. 3, p. 257-262.","productDescription":"6 p.","startPage":"257","endPage":"262","numberOfPages":"6","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288472,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"34","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acbebe4b0e83db6d08ed6","contributors":{"authors":[{"text":"Schneider, William J.","contributorId":47349,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":494605,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70221423,"text":"70221423 - 1968 - Microcanonical ensembles of river nets","interactions":[],"lastModifiedDate":"2021-06-15T12:57:52.990625","indexId":"70221423","displayToPublicDate":"1968-12-01T07:54:33","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5334,"text":"International Association of Scientific Hydrology - Bulletin ","onlineIssn":"2150-3435","printIssn":"0262-6667","active":false,"publicationSubtype":{"id":10}},"title":"Microcanonical ensembles of river nets","docAbstract":"<p><span>It is shown that a thermodynamic analogy can be set up for structurally cyclic as well as for noncyclic&nbsp;</span>river<span>&nbsp;</span>nets<span>&nbsp;that satisfy Horton's law of stream numbers. In the latter case, the&nbsp;</span>microcanonical<span>&nbsp;formalism of statistical thermodynamics has to be used.&nbsp;</span></p>","language":"English","publisher":"Taylor & Francis","doi":"10.1080/02626666809493629","usgsCitation":"Scheidegger, A.E., 1968, Microcanonical ensembles of river nets: International Association of Scientific Hydrology - Bulletin , v. 13, no. 4, p. 87-90, https://doi.org/10.1080/02626666809493629.","productDescription":"4 p.","startPage":"87","endPage":"90","costCenters":[],"links":[{"id":480332,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1080/02626666809493629","text":"Publisher Index Page"},{"id":386490,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"13","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Scheidegger, Adrian E.","contributorId":100370,"corporation":false,"usgs":true,"family":"Scheidegger","given":"Adrian","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":817672,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011485,"text":"70011485 - 1968 - Uranium disequilibrium in groundwater: An isotope dilution approach in hydrologic investigations","interactions":[],"lastModifiedDate":"2026-02-05T20:00:55.988607","indexId":"70011485","displayToPublicDate":"1968-11-29T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3338,"text":"Science","active":true,"publicationSubtype":{"id":10}},"title":"Uranium disequilibrium in groundwater: An isotope dilution approach in hydrologic investigations","docAbstract":"<p><span id=\"_mce_caret\" data-mce-bogus=\"1\" data-mce-type=\"format-caret\"><span>The distribution and environmental disequilibrium patterns of naturally occurring uranium isotopes (U</span><sup>234</sup><span>&nbsp;and U</span><sup>238</sup><span>) in waters of the Floridan aquifer suggest that variations in the ratios of isotopic activity and concentrations can be used quantitatively to evaluate mixing proportions of waters from differing sources. Uranium is probably unique in its potential for this approach, which seems to have general usefulness in hydrologic investigations.</span></span></p>","language":"English","publisher":"American Association for the Advancement of Science","doi":"10.1126/science.162.3857.997","issn":"00368075","usgsCitation":"Osmond, J., Rydell, H., and Kaufman, M.I., 1968, Uranium disequilibrium in groundwater: An isotope dilution approach in hydrologic investigations: Science, v. 162, no. 3857, p. 997-999, https://doi.org/10.1126/science.162.3857.997.","productDescription":"3 p.","startPage":"997","endPage":"999","costCenters":[],"links":[{"id":220907,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -87.75892866886728,\n              31.143268810573844\n            ],\n            [\n              -87.62303351734478,\n              30.238600918743856\n            ],\n            [\n              -83.81354821489576,\n              29.00906335007337\n            ],\n            [\n              -82.3323690353631,\n              24.615788803974226\n            ],\n            [\n              -79.6864857441564,\n              24.55462324894998\n            ],\n            [\n              -80.03387638676382,\n              27.87855451506119\n            ],\n            [\n              -81.46928356514647,\n              30.78587593625049\n            ],\n            [\n              -87.75892866886728,\n              31.143268810573844\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"162","issue":"3857","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bbda6e4b08c986b32914c","contributors":{"authors":[{"text":"Osmond, J.K.","contributorId":78467,"corporation":false,"usgs":true,"family":"Osmond","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":361227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rydell, H.S.","contributorId":48704,"corporation":false,"usgs":true,"family":"Rydell","given":"H.S.","email":"","affiliations":[],"preferred":false,"id":361225,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kaufman, M. I.","contributorId":66847,"corporation":false,"usgs":true,"family":"Kaufman","given":"M.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":361226,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70171538,"text":"70171538 - 1968 - Use of dye tracers to collect hydrologic data in Oregon","interactions":[],"lastModifiedDate":"2021-06-14T12:30:37.551585","indexId":"70171538","displayToPublicDate":"1968-11-27T18:30:00","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3718,"text":"Water Resources Bulletin","printIssn":"0043-1370","active":true,"publicationSubtype":{"id":10}},"title":"Use of dye tracers to collect hydrologic data in Oregon","docAbstract":"<p><span class=\"EXLDetailsDisplayVal\"><span class=\"searchword\">Dye</span>&nbsp;<span class=\"searchword\">tracers</span>&nbsp;have been used in&nbsp;<span class=\"searchword\">Oregon</span>&nbsp;in the Collection of&nbsp;<span class=\"searchword\">hydrologic</span>&nbsp;<span class=\"searchword\">data</span>&nbsp;on 2,350 miles of stream channels in the Long Tom, Umpqua, Willmette, and John Day River basins, and in the Carmen‐Smith power tunnel. These investigations demonstrated the usefulness, of&nbsp;<span class=\"searchword\">dye</span>&nbsp;<span class=\"searchword\">tracers</span>&nbsp;for determining: (1) estimates of traveltimes and travel rates of water, (2) discharge where standard methods of measuring are not applicable, and (3) dispersion characteristics of streams. Illustrations are used to present the results of time‐of‐travel studies in simple, concise, and readily interpreted form.</span><span>&nbsp;</span></p>","language":"English","publisher":"Wiley","doi":"10.1111/j.1752-1688.1968.tb02937.x","issn":"1093-474X","usgsCitation":"Harris, D., and Sanderson, R., 1968, Use of dye tracers to collect hydrologic data in Oregon: Water Resources Bulletin, v. 4, no. 2, p. 51-68, https://doi.org/10.1111/j.1752-1688.1968.tb02937.x.","productDescription":"18 p.","startPage":"51","endPage":"68","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":322096,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United  States","state":"Oregon","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.93847656250001,\n              46.13417004624326\n            ],\n            [\n              -122.6953125,\n              45.583289756006316\n            ],\n            [\n              -123.00292968749999,\n              46.13417004624326\n            ],\n            [\n              -124.0576171875,\n              46.31658418182218\n            ],\n            [\n              -124.45312499999999,\n              42.84375132629021\n            ],\n            [\n              -124.45312499999999,\n              42.032974332441405\n            ],\n            [\n              -117.02636718749999,\n              42.00032514831621\n            ],\n            [\n              -116.89453125,\n              44.15068115978094\n            ],\n            [\n              -117.24609374999999,\n              44.33956524809713\n            ],\n            [\n              -116.4111328125,\n              45.67548217560647\n            ],\n            [\n              -116.93847656250001,\n              46.13417004624326\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"4","issue":"2","noUsgsAuthors":false,"publicationDate":"2007-06-08","publicationStatus":"PW","scienceBaseUri":"575158bde4b053f0edd03ca2","contributors":{"authors":[{"text":"Harris, D.D.","contributorId":59002,"corporation":false,"usgs":true,"family":"Harris","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":631698,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sanderson, R.B.","contributorId":169982,"corporation":false,"usgs":false,"family":"Sanderson","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":631699,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70175446,"text":"70175446 - 1968 - Ground-water flow related to streamflow and water quality","interactions":[],"lastModifiedDate":"2018-04-02T12:03:05","indexId":"70175446","displayToPublicDate":"1968-08-15T13:15:00","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Ground-water flow related to streamflow and water quality","docAbstract":"<p>A ground-water flow system in southwestern Minnesota illustrates water movement between geologic units and between the land surface and the subsurface. The flow patterns indicate numerous zones of ground-water recharge and discharge controlled by topography, varying thicknesses of geologic units, variation in permeabilities, and the configuration of the basement rock surface. Variations in streamflow along a reach of the Yellow Medicine River agree with the subsurface flow system. Increases and decreases in runoff per square mile correspond, apparently, to ground-water discharge and recharge zones. Ground-water quality variations between calcium sulfate waters typical of the Quaternary drift and sodium chloride waters typical of the Cretaceous rocks are caused by mixing of the two water types. The zones of mixing are in agreement with ground-water flow patterns along the hydrologic section.</p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR004i004p00769","usgsCitation":"Van Voast, W.A., and Novitzki, R., 1968, Ground-water flow related to streamflow and water quality: Water Resources Research, v. 4, no. 4, p. 769-775, https://doi.org/10.1029/WR004i004p00769.","productDescription":"7 p.","startPage":"769","endPage":"775","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":326403,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"4","issue":"4","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"57ada1c7e4b0f412a62dfa7a","contributors":{"authors":[{"text":"Van Voast, Wayne A.","contributorId":91846,"corporation":false,"usgs":true,"family":"Van Voast","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":645256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":645257,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70221391,"text":"70221391 - 1968 - Reforestation with conifers-its effect on streamflow in central New York","interactions":[],"lastModifiedDate":"2021-06-14T12:39:25.123987","indexId":"70221391","displayToPublicDate":"1968-06-01T07:35:29","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2126,"text":"JAWRA","active":true,"publicationSubtype":{"id":10}},"title":"Reforestation with conifers-its effect on streamflow in central New York","docAbstract":"<p><span>During the early 1930's, more than 340,000 acres of abandoned farmland&nbsp;</span>in<span>&nbsp;</span>New<span>&nbsp;</span>York<span>&nbsp;State were purchased by the State Conservation Department for the planting, growing, and harvesting of trees. Since then, this land has developed from a heavy cover of weeds and brush into dense coniferous woodlands with trees averaging well over 30 feet high. Hydrologic data have been collected since 1932&nbsp;</span>in<span>&nbsp;</span>Central<span>&nbsp;</span>New<span>&nbsp;</span>York<span>&nbsp;to determine the&nbsp;</span>effect<span>&nbsp;of the&nbsp;</span>reforestation<span>&nbsp;on&nbsp;</span>streamflow<span>. Data are available for three small partly reforested areas and for one non‐reforested control area. Intensive statistical analyses of the data from the four study areas were made&nbsp;</span>in<span>&nbsp;1958. It was determined at that time that significant reductions&nbsp;</span>in<span>&nbsp;total runoff had occurred which were attributed to increases&nbsp;</span>in<span>&nbsp;interception and transpiration. Reductions&nbsp;</span>in<span>&nbsp;peak discharges during the dormant season also were indicated which were attributed to increased interception and sublimation of snowfall, and gradual desynchronization of snowmelt runoff from the wooded and open areas of partly reforested watersheds. Updating of the studies relating to peak discharges was completed&nbsp;</span>in<span>&nbsp;1967 and indicated that no further changes&nbsp;</span>in<span>&nbsp;relative peaks had taken place since 1958. From this it is concluded that the influence exerted by the forest had become maximum by 1958 and has remained stable since then.&nbsp;</span></p>","language":"English","publisher":"Wiley","doi":"10.1111/j.1752-1688.1968.tb02932.x","usgsCitation":"Ayer, G.R., 1968, Reforestation with conifers-its effect on streamflow in central New York: JAWRA, v. 4, no. 2, p. 13-24, https://doi.org/10.1111/j.1752-1688.1968.tb02932.x.","productDescription":"10 p.","startPage":"13","endPage":"24","costCenters":[],"links":[{"id":386458,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United  States","state":"New York","otherGeospatial":"central New York","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.9697265625,\n              42.342305278572816\n            ],\n            [\n              -73.54248046875,\n              42.342305278572816\n            ],\n            [\n              -73.54248046875,\n              43.51668853502906\n            ],\n            [\n              -78.9697265625,\n              43.51668853502906\n            ],\n            [\n              -78.9697265625,\n              42.342305278572816\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"4","issue":"2","noUsgsAuthors":false,"publicationDate":"2007-06-08","publicationStatus":"PW","contributors":{"authors":[{"text":"Ayer, Gordon Roundy","contributorId":52950,"corporation":false,"usgs":true,"family":"Ayer","given":"Gordon","email":"","middleInitial":"Roundy","affiliations":[],"preferred":false,"id":817497,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70270179,"text":"70270179 - 1968 - Floods in Maline Creek Basin, St. Louis County, Missouri","interactions":[],"lastModifiedDate":"2025-08-13T20:08:06.968773","indexId":"70270179","displayToPublicDate":"1968-01-01T15:52:28","publicationYear":"1968","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 in Maline Creek Basin, St. Louis County, Missouri","docAbstract":"<p>The rapid growth of suburban St. Louis presents problems in the economic development of flood plains within the area. The U.S. Geological Survey in cooperation with the Metropolitan St. Louis Sewer District has a project to study the hydrology of five major drainage basins within the area of responsibility of the Sewer District.</p><p>This report presents hydrologic data on two flood events that can be used in evaluating the extent and depth of flooding with respect to a given stage in the Maline Creek basin. The report will aid decision making in the utilization of flood plains by providing data necessary to solve existing flood problems, and for regulating usage of flood plains to minimize the creation of new flood problems. Data are presented which will be useful in flood-plain zoning and building regulations, locating disposal facilities, locating recreational areas, designing storm and sanitary sewers, and for future bridge and culvert design.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70270179","collaboration":"Prepared in cooperation with The Metropolitan St. Louis Sewer District","usgsCitation":"Spencer, D.W., and Hauth, L.D., 1968, Floods in Maline Creek Basin, St. Louis County, Missouri: Open-File Report, Report: 12 p.; 1 Plate: 25.16 x 22.27 inches, https://doi.org/10.3133/70270179.","productDescription":"Report: 12 p.; 1 Plate: 25.16 x 22.27 inches","costCenters":[],"links":[{"id":494058,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70270179/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":494057,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70270179/report-thumb.jpg","linkFileType":{"id":1,"text":"pdf"}},{"id":494059,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70270179/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Missouri","county":"St. Louis County","otherGeospatial":"Maline Creek 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,{"id":70221375,"text":"70221375 - 1968 - Well logging in ground‐water hydrology","interactions":[],"lastModifiedDate":"2021-06-11T17:14:12.52318","indexId":"70221375","displayToPublicDate":"1968-01-01T12:11:27","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Well logging in ground‐water hydrology","docAbstract":"<p>In<span>&nbsp;1966 more than 50 billion gallons of&nbsp;</span>water<span>&nbsp;was pumped daily from an estimated 10 to 15 million&nbsp;</span>water<span>&nbsp;wells&nbsp;</span>in<span>&nbsp;the United States. This was more than one‐sixth of the national withdrawal of&nbsp;</span>water<span>. On the basis of past rates of increase, a much greater future use of&nbsp;</span>ground<span>&nbsp;</span>water<span>&nbsp;is suggested. Our annual investment&nbsp;</span>in<span>&nbsp;</span>water<span>&nbsp;wells is one‐half to three‐quarter billion dollars, not including pumps and plumbing.&nbsp;</span>In<span>&nbsp;1964 approximately 436,000 new wells were drilled; however, less than 1 percent of these wells were logged by any geophysical means. The application of _ge_o.phy.sical&nbsp;</span>well<span>&nbsp;</span>logging<span>&nbsp;to&nbsp;</span>ground‐water<span>&nbsp;</span>hydrology<span>&nbsp;is comparable to its use&nbsp;</span>in<span>&nbsp;petroleum exploration&nbsp;</span>in<span>&nbsp;the 1930's; however, we can take advantage of equipment and interpretation techniques developed&nbsp;</span>in<span>&nbsp;the oil industry that are available now for use&nbsp;</span>in<span>&nbsp;</span>ground‐water<span>&nbsp;investigations. Although most petroleum&nbsp;</span>well<span>&nbsp;</span>logging<span>&nbsp;techniques may be utilized&nbsp;</span>in<span>&nbsp;</span>hydrology<span>; modifications&nbsp;</span>in<span>&nbsp;equipment and interpretation are necessary because of basic economic and environmental differences between petroleum and&nbsp;</span>ground‐water<span>&nbsp;evaluation. If&nbsp;</span>logging<span>&nbsp;is to be widely applied to&nbsp;</span>ground‐water<span>&nbsp;exploration and evaluation, the expense of equipment and services must be reduced. Fortunately, this can be accomplished, because most&nbsp;</span>water<span>&nbsp;wells are not as deep as oil wells and the temperatures and pressures are lower. The&nbsp;</span>Water<span>&nbsp;Resources Division of the U. S. Geological Survey is conducting research on the application of borehole geophysics to&nbsp;</span>ground‐water<span>&nbsp;</span>hydrology<span>. The following&nbsp;</span>logging<span>&nbsp;devices are utilized&nbsp;</span>in<span>&nbsp;the evaluation of&nbsp;</span>ground‐water<span>&nbsp;environments: spontaneous potential, resistivity, gamma, gamma‐gamma, neutron, radioactive tracer, flowmeter, caliper, fluid resistivity, gradient and differential temperature, and sonic velocity. Lightweight&nbsp;</span>logging<span>&nbsp;sondes and control modules are operated by one man, either on a vehicle‐mounted 6,000‐foot logger or on a suitcase‐mounted 500‐foot logger. An inexpensive magnetic tape system has been developed and is used routinely for log recording and playback. If commercial&nbsp;</span>well<span>&nbsp;</span>logging<span>&nbsp;service is to be widely used&nbsp;</span>in<span>&nbsp;</span>ground‐water<span>&nbsp;exploration and development,&nbsp;</span>water<span>&nbsp;</span>well<span>&nbsp;contractors, and State and municipal agencies must be educated on the advantages of obtaining more information from each hole drilled. It will be necessary also to demonstrate how&nbsp;</span>well<span>&nbsp;</span>logging<span>&nbsp;can provide much of this information.&nbsp;</span>In<span>&nbsp;addition, the&nbsp;</span>well<span>&nbsp;</span>logging<span>&nbsp;industry must adapt their equipment and services to the requirements of&nbsp;</span>ground‐water<span>&nbsp;</span>hydrology<span>. The need for additional&nbsp;</span>logging<span>&nbsp;capability&nbsp;</span>in<span>&nbsp;this field exists at the present time and is expected to increase. Hopefully industry will be able to fill the gap.</span></p>","language":"English","publisher":"NGWA The Groundwater Association","doi":"10.1111/j.1745-6584.1968.tb01630.x","usgsCitation":"Keys, W., 1968, Well logging in ground‐water hydrology: Groundwater, v. 6, no. 1, p. 10-18, https://doi.org/10.1111/j.1745-6584.1968.tb01630.x.","productDescription":"9 p.","startPage":"10","endPage":"18","costCenters":[],"links":[{"id":386438,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"6","issue":"1","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Keys, W.S.","contributorId":75126,"corporation":false,"usgs":true,"family":"Keys","given":"W.S.","email":"","affiliations":[],"preferred":false,"id":817451,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70271732,"text":"70271732 - 1968 - Water resources of the Juana Díaz area, Puerto Rico: A preliminary appraisal, 1966","interactions":[],"lastModifiedDate":"2025-09-22T19:44:14.648707","indexId":"70271732","displayToPublicDate":"1968-01-01T11:01:49","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Water resources of the Juana Díaz area, Puerto Rico: A preliminary appraisal, 1966","docAbstract":"<p>This report is an areal study of a portion of the south coast of Puerto Rico. It follows similar studies of the Guanica, Guayanilla-Yauco, Tallaboa Valley, and Ponce areas to the west and the Jobos area to the east. It basically is an inventory of the water resources during one year. To this extent it carries no long-term information; however, as rainfall data is available for 50 years or so at some sites within the study area, we can make a qualitative estimate of the water resources under more extreme conditions. The purpose of this report, then, is to evaluate the gross hydrologic features of the area for the future management of the water resources.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70271732","collaboration":"In cooperation with the Commonwealth of Puerto Rico","usgsCitation":"Giusti, E.V., 1968, Water resources of the Juana Díaz area, Puerto Rico: A preliminary appraisal, 1966, Report: 43 p.; 1 Figure: 17.12 x 19.29 inches, https://doi.org/10.3133/70271732.","productDescription":"Report: 43 p.; 1 Figure: 17.12 x 19.29 inches","costCenters":[],"links":[{"id":495866,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/unnumbered/70271732/figure-29.pdf","text":"Figure 29","linkFileType":{"id":1,"text":"pdf"}},{"id":495865,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70271732/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":495864,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70271732/report-thumb.jpg"}],"country":"Puerto Rico","city":"Juana Díaz","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -67.41782863900221,\n              18.61812040597721\n            ],\n            [\n              -67.41782863900221,\n              17.80333089063508\n            ],\n            [\n              -65.56416750050371,\n              17.80333089063508\n            ],\n            [\n              -65.56416750050371,\n              18.61812040597721\n            ],\n            [\n              -67.41782863900221,\n              18.61812040597721\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Giusti, Ennio V.","contributorId":35301,"corporation":false,"usgs":true,"family":"Giusti","given":"Ennio","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":949218,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70190815,"text":"70190815 - 1968 - Hydrologic and climatologic data, 1967, Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2018-03-26T15:42:53","indexId":"70190815","displayToPublicDate":"1968-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"15","title":"Hydrologic and climatologic data, 1967, Salt Lake County, Utah","docAbstract":"<p>An investigation of the water resources of Salt Lake County, Utah, was undertaken by the Water Resources Division of the U.S. Geological Survey in July 1963. This investigation is a cooperative project financed chiefly by equal contributions of the State of Utah and the Federal Government in accordance with an agreement between the Division of Water Rights, Utah Department of Natural Resources, and the Geological Survey. The investigation was financed during the period covered by this report by the following organizations: Utah Division of Water Rights (formerly State Engineer), Utah Division of Water Resources (formerly Water and Power Board), Salt Lake County, Salt Lake County Water Conservancy District, Central Utah Water Conservancy District, Metropolitan Water District of Salt Lake City, City of Murray, Granger-Hunter Improvement District, Taylorsville-Bennion Improvement District, Holladay Water Company, Magna Water and Sewer District, U.S. Bureau of Reclamation, U.S. Geological Survey.</p><p>The investigation encompasses the collection and interpretation of a large variety of climatologic, hydrologic, and geologic data in and near Salt Lake County. Utah Basic-Data Releases 11-13 contain data collected through 1966. This release contains climatologic and surfacewater data for the 1967 water year (October 1966 to September 1967) and ground-water data collected during the 1967 calendar year. A similar annual release will contain data collected during the remainder of the investigation, and interpretive reports will be prepared as the investigation proceeds. Organizations that furnished data are acknowledged in station descriptions and footnotes to tables.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, Utah","collaboration":"Prepared in cooperation with The State of Utah and local organizations","usgsCitation":"Hely, A., Mower, R.W., and Horr, C.A., 1968, Hydrologic and climatologic data, 1967, Salt Lake County, Utah: Utah Basic-Data Release 15, iii, 74 p.","productDescription":"iii, 74 p.","numberOfPages":"81","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345790,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345789,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-290&Title=Basic+Data+Report+15"}],"country":"United States","state":"Utah","county":"Salt Lake County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.6432,40.7953],[-111.6438,40.7926],[-111.6396,40.7872],[-111.6439,40.7849],[-111.6403,40.7795],[-111.647,40.7749],[-111.6427,40.7731],[-111.6397,40.7704],[-111.6379,40.7695],[-111.6343,40.7677],[-111.6312,40.7658],[-111.6258,40.7626],[-111.6246,40.7604],[-111.6234,40.759],[-111.6222,40.7554],[-111.621,40.7504],[-111.6204,40.7431],[-111.6199,40.7381],[-111.6193,40.7327],[-111.6163,40.7299],[-111.612,40.7272],[-111.6078,40.724],[-111.6066,40.7204],[-111.6048,40.7172],[-111.6018,40.7145],[-111.5976,40.7122],[-111.5927,40.7072],[-111.5897,40.704],[-111.5897,40.6995],[-111.597,40.6945],[-111.5989,40.6904],[-111.5959,40.6805],[-111.5966,40.6696],[-111.5954,40.6623],[-111.593,40.6541],[-111.5798,40.6459],[-111.5755,40.6405],[-111.5738,40.6346],[-111.5689,40.6332],[-111.5653,40.6273],[-111.5593,40.6218],[-111.5557,40.6173],[-111.5503,40.6159],[-111.5497,40.6118],[-111.5533,40.61],[-111.5552,40.6087],[-111.5588,40.6064],[-111.5588,40.6032],[-111.5583,40.5969],[-111.5583,40.5937],[-111.5638,40.5855],[-111.5716,40.5842],[-111.5789,40.5833],[-111.5971,40.5784],[-111.5983,40.5789],[-111.6038,40.5657],[-111.6129,40.5667],[-111.622,40.5667],[-111.6311,40.5672],[-111.6347,40.5699],[-111.6414,40.5608],[-111.6468,40.5568],[-111.6523,40.5554],[-111.6565,40.5532],[-111.6608,40.5432],[-111.6669,40.541],[-111.6796,40.5328],[-111.6869,40.5342],[-111.6935,40.5351],[-111.7038,40.5356],[-111.7129,40.532],[-111.7202,40.5266],[-111.7335,40.5307],[-111.7371,40.5262],[-111.7474,40.5253],[-111.7619,40.5276],[-111.771,40.5235],[-111.7819,40.5149],[-111.7873,40.509],[-111.7867,40.5072],[-111.791,40.4959],[-111.7928,40.4954],[-111.8013,40.495],[-111.811,40.4905],[-111.8261,40.4846],[-111.8328,40.4814],[-111.8394,40.4742],[-111.8424,40.4755],[-111.8461,40.4765],[-111.8515,40.4692],[-111.8551,40.4669],[-111.8594,40.4688],[-111.8654,40.4715],[-111.8696,40.4765],[-111.8811,40.4715],[-111.8878,40.4683],[-111.8926,40.4656],[-111.8969,40.4638],[-111.9035,40.4588],[-111.9222,40.4525],[-111.9126,40.4416],[-111.9192,40.438],[-111.9271,40.4348],[-111.9307,40.433],[-111.9434,40.4267],[-111.9513,40.4221],[-111.9531,40.4212],[-111.9561,40.4198],[-111.9627,40.4189],[-111.9663,40.4176],[-111.97,40.4158],[-111.9748,40.4149],[-111.9772,40.4158],[-111.9923,40.4235],[-112.0038,40.4262],[-112.0141,40.4344],[-112.0213,40.4398],[-112.0261,40.4493],[-112.0286,40.4575],[-112.0322,40.4643],[-112.0425,40.4602],[-112.0443,40.4561],[-112.0527,40.4543],[-112.0582,40.4516],[-112.0636,40.4484],[-112.069,40.4457],[-112.0751,40.447],[-112.0835,40.4466],[-112.092,40.447],[-112.0998,40.4448],[-112.1034,40.442],[-112.1113,40.4389],[-112.1131,40.4429],[-112.1125,40.4457],[-112.1125,40.4515],[-112.1174,40.4534],[-112.1198,40.4543],[-112.1252,40.4606],[-112.1283,40.4633],[-112.1343,40.4665],[-112.1428,40.471],[-112.1506,40.4687],[-112.1524,40.4669],[-112.1591,40.4624],[-112.1675,40.4642],[-112.173,40.4674],[-112.17,40.4719],[-112.1754,40.4814],[-112.1724,40.4846],[-112.1864,40.4964],[-112.1797,40.5018],[-112.1864,40.514],[-112.1779,40.5204],[-112.1774,40.5299],[-112.181,40.5399],[-112.1822,40.5431],[-112.1774,40.5544],[-112.1762,40.5562],[-112.1817,40.5617],[-112.1805,40.5676],[-112.1835,40.573],[-112.1793,40.5785],[-112.1745,40.5857],[-112.1781,40.5943],[-112.1769,40.6021],[-112.1739,40.6039],[-112.18,40.6088],[-112.18,40.6129],[-112.1879,40.6152],[-112.1927,40.6233],[-112.1933,40.6242],[-112.194,40.6261],[-112.1928,40.6383],[-112.1928,40.6397],[-112.197,40.6433],[-112.1976,40.6483],[-112.2025,40.6533],[-112.2007,40.6646],[-112.1995,40.6728],[-112.2032,40.6787],[-112.1996,40.6882],[-112.196,40.6927],[-112.1978,40.6995],[-112.2002,40.7045],[-112.2009,40.7077],[-112.2033,40.7113],[-112.2258,40.7262],[-112.2611,40.7706],[-112.2029,40.8075],[-112.2011,40.8079],[-112.1375,40.8457],[-112.0567,40.892],[-112.0069,40.9201],[-111.9558,40.9192],[-111.9558,40.897],[-111.9667,40.8843],[-111.968,40.8748],[-111.9601,40.8675],[-111.9613,40.8594],[-111.9625,40.8526],[-111.9576,40.8471],[-111.951,40.8466],[-111.9437,40.8421],[-111.9437,40.8371],[-111.9412,40.8326],[-111.9352,40.8262],[-111.9328,40.8208],[-111.9103,40.8226],[-111.8896,40.823],[-111.8811,40.8235],[-111.8684,40.8235],[-111.8526,40.8266],[-111.8374,40.8325],[-111.8259,40.8334],[-111.8186,40.8343],[-111.8082,40.8383],[-111.7985,40.8388],[-111.7851,40.8447],[-111.7778,40.8442],[-111.7645,40.8505],[-111.748,40.8546],[-111.7444,40.8609],[-111.7352,40.8627],[-111.7231,40.855],[-111.7176,40.8563],[-111.7079,40.8531],[-111.7012,40.8567],[-111.6982,40.8617],[-111.6818,40.8585],[-111.6745,40.8562],[-111.6684,40.8544],[-111.6624,40.8507],[-111.6575,40.8475],[-111.6563,40.8453],[-111.6655,40.8362],[-111.6564,40.8285],[-111.6497,40.8258],[-111.6437,40.8221],[-111.6401,40.8194],[-111.6432,40.7953]]]},\"properties\":{\"name\":\"Salt 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,{"id":70190818,"text":"70190818 - 1968 - Selected hydrologic data, San Pitch River drainage basin, Utah","interactions":[],"lastModifiedDate":"2017-09-14T17:03:21","indexId":"70190818","displayToPublicDate":"1968-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"14","title":"Selected hydrologic data, San Pitch River drainage basin, Utah","docAbstract":"<p>The u.s. Geological Survey investigated the ground-water resources of the San Pitch River drainage basin during the period 1964- 67. The investigation was a cooperative project, financed equally by the Utah Department of Natural Resources, Division of Water Rights, and the Federal Government, and was a part of an investigation of the groundwater resources of the entire Sevier River drainage system.</p><p>This report is intended to serve two purposes: (1) To make available to the public basic water-resources data useful in planning and studying development of water resources and (2) to supplement an interpretive report that will be published later. Included in the release are data collected by the Geological Survey since 1930.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with The Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Robinson, G., 1968, Selected hydrologic data, San Pitch River drainage basin, Utah: Utah Basic-Data Release 14, 44 p.","productDescription":"44 p.","numberOfPages":"49","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345794,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345793,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-270&Title=Basic+Data+Report+14"}],"country":"United States","state":"Utah","otherGeospatial":"San Pitch River drainage basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb9538e4b091459a578210","contributors":{"authors":[{"text":"Robinson, G.B.","contributorId":178487,"corporation":false,"usgs":true,"family":"Robinson","given":"G.B.","email":"","affiliations":[],"preferred":false,"id":710545,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":53414,"text":"ofr6867 - 1968 - Geology, hydrology, and quality of water in the Hanford-Visalia area, San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2023-03-09T23:02:14.422878","indexId":"ofr6867","displayToPublicDate":"1968-01-01T00:00:00","publicationYear":"1968","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":"68-67","title":"Geology, hydrology, and quality of water in the Hanford-Visalia area, San Joaquin Valley, California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr6867","usgsCitation":"Croft, M.G., and Gordon, G.V., 1968, Geology, hydrology, and quality of water in the Hanford-Visalia area, San Joaquin Valley, California: U.S. Geological Survey Open-File Report 68-67, Report: v, 63 p.; 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,{"id":70171724,"text":"70171724 - 1968 - A preliminary report of a recently discovered aquifer at Sioux Falls, South Dakota","interactions":[],"lastModifiedDate":"2017-10-15T12:48:04","indexId":"70171724","displayToPublicDate":"1968-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5088,"text":"South Dakota Academy of Science Proceedings","active":true,"publicationSubtype":{"id":10}},"title":"A preliminary report of a recently discovered aquifer at Sioux Falls, South Dakota","docAbstract":"<p>A hydrologic study of the Big Sioux aquifer system was begun July 1, 1966, by the U.S. Geological Survey, in cooperation with the City of Sioux Falls and the East Dakota Conservancy Sub-District. &nbsp;</p>\n<p>Test drilling being done in the search for a southern outlet to the Big Sioux aquifer has led to the discovery of the outlet and of a deeper aquifer than was previously know to exist in this area. &nbsp;This aquifer, herein called the Sioux Falls aquifer, was first recognized as a very clean gravel in test hole USGS #1 between the depths of 60 to 83 feet.</p>\n<p>Subsequent test drilling and aquifer testing has shown the Sioux Falls aquifer to be capable of producing several hundred gallons of water per minute. &nbsp;THe chemical quality of this water surpasses that currently being used for the city supply.</p>\n<p>Further investigation of the aquifer is planned as a part of the continuing expansion of the water-supply facilities for Sioux Falls. &nbsp;</p>\n<p>This publication has been authorized by the Director of the U.S. Geological Survey and Earl McCart, Commissioner, City of Sioux Falls, South Dakota.</p>","language":"English","publisher":"South Dakota Academy of Science","usgsCitation":"Vaughan, K.D., and Ackroyd, E.A., 1968, A preliminary report of a recently discovered aquifer at Sioux Falls, South Dakota: South Dakota Academy of Science Proceedings, v. 47, no. 16, p. 68-74.","productDescription":"7 p.","startPage":"68","endPage":"74","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":323991,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":322193,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.sdaos.org/publications/?wpa-paged=113"}],"country":"United States","state":"South Dakota","city":"Sioux Falls","volume":"47","issue":"16","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"576913aee4b07657d19fef86","contributors":{"authors":[{"text":"Vaughan, Kenneth D.","contributorId":170160,"corporation":false,"usgs":false,"family":"Vaughan","given":"Kenneth","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":632207,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ackroyd, Earl A.","contributorId":59425,"corporation":false,"usgs":true,"family":"Ackroyd","given":"Earl","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":632208,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70194905,"text":"70194905 - 1968 - Geology and hydrology of a proposed site for burial of solid radioactive waste southeast of Beatty, Nye County, Nevada","interactions":[],"lastModifiedDate":"2018-01-29T13:23:38","indexId":"70194905","displayToPublicDate":"1968-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesNumber":"WASH-1143","title":"Geology and hydrology of a proposed site for burial of solid radioactive waste southeast of Beatty, Nye County, Nevada","docAbstract":"<p>No abstract available.<br></p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Land burial of solid radioactive wastes - Study of commercial operations and facilities (Atomic Energy Commission, Report WASH-1143)","largerWorkSubtype":{"id":1,"text":"Federal Government Series"},"language":"English","publisher":"U.S. Department of Commerce","usgsCitation":"Clebsch, A., 1968, Geology and hydrology of a proposed site for burial of solid radioactive waste southeast of Beatty, Nye County, Nevada, 31 p.","productDescription":"31 p.","startPage":"70","endPage":"100","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"links":[{"id":350748,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","city":"Beatty","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5a7040dae4b06e28e9cae50d","contributors":{"editors":[{"text":"Morton, R.J.","contributorId":68720,"corporation":false,"usgs":true,"family":"Morton","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":726075,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Clebsch, Alfred Jr.","contributorId":27886,"corporation":false,"usgs":true,"family":"Clebsch","given":"Alfred","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":726074,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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