{"pageNumber":"1746","pageRowStart":"43625","pageSize":"25","recordCount":46593,"records":[{"id":28776,"text":"wri7610 - 1976 - Geohydrology of the Anza-Terwilliger area, Riverside County, California","interactions":[],"lastModifiedDate":"2016-09-29T15:24:02","indexId":"wri7610","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-10","title":"Geohydrology of the Anza-Terwilliger area, Riverside County, California","docAbstract":"<p>The Anza-Terwilliger area consists of about 96 square miles (24-9 square kilometres) in the upper parts of the Santa Margarita River and Coyote Creek drainage basins in Riverside County, Calif., about 90 miles (145 kilometres) southeast of Los Angeles. This report deals with geology, steady state and transient state of ground water, net depletion of ground water, surface-water flow, precipitation, chemistry of water, land and water use, and gravity data for the Anza-Terwilliger area. The data indicate that the rate of ground-water depletion ha's accelerated since 1950. Pumping depressions adjacent to the Cahuilla Indian Reservation have increased the hydraulic gradient and are.causing water beneath the reservation to flow toward these depressions. Total depletion of ground water since 1950 is about 14,000 acre-feet (17.3 cubic hectometres). Chemical analyses indicate that the ground water in local areas contains concentrations of nitrate above that recommended by the Environmental Protection Agency for human consumption.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/wri7610","usgsCitation":"Moyle, W.R., 1976, Geohydrology of the Anza-Terwilliger area, Riverside County, California: U.S. Geological Survey Water-Resources Investigations Report 76-10, iv, 25 p., https://doi.org/10.3133/wri7610.","productDescription":"iv, 25 p.","numberOfPages":"32","costCenters":[],"links":[{"id":159583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7610.PNG"},{"id":329144,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Riverside County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.83685302734375,\n              33.456651301881855\n            ],\n            [\n              -116.83685302734375,\n              33.601466321878846\n            ],\n            [\n              -116.51550292968749,\n              33.601466321878846\n            ],\n            [\n              -116.51550292968749,\n              33.456651301881855\n            ],\n            [\n              -116.83685302734375,\n              33.456651301881855\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89fb","contributors":{"authors":[{"text":"Moyle, W. R. Jr.","contributorId":85938,"corporation":false,"usgs":true,"family":"Moyle","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200377,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":39586,"text":"pp813E - 1976 - Summary appraisals of the nation's ground-water resources – California region","interactions":[],"lastModifiedDate":"2021-12-14T21:19:21.369651","indexId":"pp813E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"813","chapter":"E","title":"Summary appraisals of the nation's ground-water resources – California region","docAbstract":"<p>Most people in the California Region live in a semiarid or arid climate, with precipitation less than the potential evapotranspiration- environments of perennial water deficiency. The deficiency becomes most onerous during the characteristically rainless summers and during recurrent droughts that may continue for 10--20 years. However, water from winter rain and snow can be stored for use during the dry summer months, and water stored during a wet climatic period can be used in a succeeding dry period; moreover, perennial deficiency can be overcome by bringing water from areas of perennial surplus. Ground-water reservoirs have especial significance in arid and semiarid regions as repositories where water is stored or can be stored with minimum loss by evaporation.</p>\n<p>Nearly all the ground-water reservoirs of the California Region are in alluvial sediments of valleys and plains that flank the mountain ranges. The largest, underlying the vast Central Valley, occupies 10 percent of the area of the region, has an estimated usable capacity exceeding 100 million acre-feet (125 cubic kilometres), and has an annual pumpage from wells of about 13 million acre-feet (16 cubic kilometres). Another 10 percent of the region is occupied by 55 developed ground-water reservoirs that are widely distributed; aggregate annual pumpage from them is about 3 1/2 million acre-feet (4 cubic kilometres). In the southeastern desert about 60 ground-water reservoirs occupy still another 10 percent of the region; these have been explored only enough to show that most have some usable water, but current use is negligible. In northeastern California and adjacent Oregon and Nevada, ground-water reservoirs are identified only in valleys and lowlands where wells are feasible, but basaltic rocks of the Cascade Range and Modoc Plateau are excellent aquifers distributed over an area constituting about 15 percent of the region. In sum, slightly less than half the California Region is underlain by ground-water reservoirs, either in valley fill or in volcanic rocks, which can yield significant quantities of water to wells.</p>\n<p>The rest of the California Region includes the mountains, canyons, slopes, and foothills of the Sierra Nevada, Coast Ranges, and Basin Ranges, whose consolidated rocks and products of their weathering may be permeable locally but are not generally so. Here, the prevailing method of ground-water development is still mostly trial and error, and while in many places a well can yield enough water for a family, some families might have to do without amenities such as flush toilets and automatic washers.</p>\n<p>For more than half a century the California Region has led all others in North America in pumping of ground water as well as in the area, variety, yield, and export of crops irrigated by water from wells. It has led in the development and use of deep-well turbine pumps for large yield and in the drilling of water wells to great depths. At the same time, such developments have resulted in the elimination of artesian pressures that produced thousands of flowing wells in the 19th century and led to the wide distribution of \"falling water tables.\" Also, California was first to induce encroachment of seawater into wells (in 1906); first to recognize subsidence of land caused by pumping from wells (in 1933), generating news about land sinking in San Jose, Long Beach, and along the Delta-Mendota and Friant-Kern Canals; and first to experience pollution of ground-water reservoirs by brines, chemicals, industrial wastes, and petroleum byproducts including gasoline. The region has led in research in several fields leading to solution of many of these problems.</p>\n<p>Ground-water problems developed rapidly after World War II with booming population, agriculture, industry, and water demand during several years of regionwide drought. Water levels in wells trended downward almost everywhere as a natural effect of the drought and at accelerated rates in areas of pumping for new enterprises or to supplement subnormal surface-water supplies. The declines in many pumping areas exceeded 100 feet (30 metres), and in some confined aquifers the potentiometric surface was drawn down more than 330 feet (100 metres). The depletion of ground-water storage has had \"permanent\" side effects, including subsidence of the land exceeding 10 feet (3 metres) in extensive areas, and seawater intrusion that ended the useful lives of many wells along the coast and as much as 6 miles (10 kilometres) inland. Some problems have been solved, but these solutions have at times created other problems. Many ground-water reservoirs have gone through one or more stages - exploration for productive aquifers, exploitation and development for use of the water, restriction to the perennial supply or \"safe\" yield, importation of surface water, artificial recharge of ground water, conjunctive use of surface and ground water, protection of water quality, and integrated management of use and disposal of water. This evolutionary sequence is unique for each reservoir, and so generalizations become difficult in a regional appraisal; also, the changes with time are significant and varied, and knowledge of prior events is a prerequisite in an appraisal of the resource in a specific year.</p>\n<p>As of 1970, water levels in many wells had risen significantly from the minimum levels of record reached during the 1960's or earlier; only in areas of new development and in desert areas of long-continued \"mining\" of nonreplenished water was ground-water storage still being depleted. Land subsidence has continued at diminishing rates and practically has come to a halt in some areas; invading seawater has been stopped or nudged back in most places where problems were significant. The current, favorable situation has been helped by climatic variations, from drought in 1945-52 and exceedingly dry years in 1959 and 1961 to above-normal precipitation in 1969 and 1970; but most of the serious problems have been solved by human efforts, including especially the implementation of the California Water Plan, transporting water from areas of perennial surplus to areas where it is used in lieu of ground water or for ground-water replenishment. All major urban areas now import water to supplement or replace the water pumped from wells. Extensive agricultural areas that formerly were irrigated solely by ground water now obtain some of their water from surface reservoirs and canals, especially in the Central Valley. With surface water available as an alternative supply, well owners can view their ground&nbsp;water with complacency. But complacency can lead to neglect and carelessness and consequent deterioration of the ground-water resource by pollution.</p>\n<p>Claiming heritage from the English Common Law, the existing California law grants to the landowner (riparian) and private enterprise (appropriator) rights to the water stored in ground-water reservoirs or discharged from them, including the base flow of streams. Ground-water development has been by private and local enterprise, and the California legislature has protected and encouraged local responsibility, control, and management of ground water. As to surface water, a constitutional amendment in 1928 limited riparian rights to the quantities of water that were \"reasonably required for the beneficial use to be served.\" The surpluses have become public waters which are collected, stored, transported, and delivered under various contracts by Federal, State, and other agencies. The agencies have not stored water underground because of uncertainty as to their rights, but some local agencies have been encouraged with favorable pricing schedules to undertake the artificial recharge and management of ground-water reservoirs. Thus, conjunctive use of surface and ground water has become a matter of interagency negotiation.</p>\n<p>Of all the constraints on effective use of ground-water reservoirs, the most formidable may be the attitudes of people. Assurance of water supply is vital in areas of water deficiency, and Government has assumed increasing responsibility for the welfare of people in these areas. Unfortunately, when Government provides this assurance, most beneficiaries demand continued subsidy to the exclusion of perhaps cheaper private development. Indeed, as the water resources are presently segregated-with private rights predominant in ground water and public interest dominant in surface water-ground-water development has suffered for lack of public concern. The region has the scientific and technologic capability for effective use of groundwater reservoirs, as shown by the achievements and programs of several districts, but many districts are not organized or staffed for such comprehensive management and will need assistance and scientific expertise available from State and Federal agencies. Those agencies, in turn, may not have the scientific data that are essential to prevent haphazard activities and to enable programs to be organized for the most effective and attractive utilization of the water resources. In these days of increasing concern over pollution, existing data are generally inadequate to assess the natural deterioration of ground waters as a basis for defining pollution.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813E","usgsCitation":"Thomas, H.E., and Phoenix, D.A., 1976, Summary appraisals of the nation's ground-water resources – California region: U.S. Geological Survey Professional Paper 813, Report: iv, 51 p.; Plate: 20.00 x 25.84 inches, https://doi.org/10.3133/pp813E.","productDescription":"Report: iv, 51 p.; Plate: 20.00 x 25.84 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":67170,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813e/plate-1.pdf","text":"Plate 1","size":"7.39 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 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,{"id":27728,"text":"wri76106 - 1976 - Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","interactions":[],"lastModifiedDate":"2018-08-08T13:56:03","indexId":"wri76106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-106","title":"Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","docAbstract":"<p>Land-cover information is needed to select subbasins within the New River basin, Tennessee, for the study of hydrologic processes and also is needed to transfer study results to other sites affected by coal mining. It was believed that data recorded by the first Earth Resources Technology Satellite (Landsat-1) could be processed to yield the needed land-cover information. This study demonstrates that digital computer processing of the spectral information contained in each picture element (pixel) of 1.1 acres (4,500 m2) can produce maps and tables of the areal extent of selected land-cover categories.</p><p>The distribution of water, rock, agricultural areas, evergreens, bare earth, hardwoods, and uncategorized areas, is portrayed on a map of the entire New River basin (1:62,500 scale) and on 15 quadrangles (1:24,000 scale). Although some categories are a mixture of land-cover types, they portray the predominant component named. Tables quantify the area of each category and indicate that agriculture covers 5 percent of the basin, evergreens cover 7 percent, bare earth covers 6 percent, three categories of hardwoods cover 81 percent, and water, rock, and uncategorized areas each cover less than 1 percent of the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76106","usgsCitation":"Hollyday, E., and Sauer, S., 1976, Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes: U.S. Geological Survey Water-Resources Investigations Report 76-106, iv, 14 p., https://doi.org/10.3133/wri76106.","productDescription":"iv, 14 p.","numberOfPages":"20","costCenters":[],"links":[{"id":356335,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0106/report-thumb.jpg"}],"country":"United States","state":"Tennessee","otherGeospatial":"New River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.8636474609375,\n              35.27925852568387\n            ],\n            [\n              -83.9630126953125,\n              35.27925852568387\n            ],\n            [\n              -83.9630126953125,\n              36.96744946416934\n            ],\n            [\n              -85.8636474609375,\n              36.96744946416934\n            ],\n            [\n              -85.8636474609375,\n              35.27925852568387\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0be4b07f02db69de82","contributors":{"authors":[{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":198601,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, S.P.","contributorId":100869,"corporation":false,"usgs":true,"family":"Sauer","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":198602,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28147,"text":"wri7619 - 1976 - Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74","interactions":[],"lastModifiedDate":"2018-10-25T15:15:51","indexId":"wri7619","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-19","title":"Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74","docAbstract":"<p>Streamflow and fluvial-sediment discharge data were collected at selected streams and highway gutters in the Lake Tahoe basin to determine the extent of erosion from highway cuts and to attempt to evaluate the effects of various land-treatment practices to reduce erosion.</p><p>Estimate of long-term annual total-sediment discharge from six streams into the lake is 7,100 tons (6,400 tonnes), of which 2,300 tons (2,100 tonnes) is finer than 62 micrometres. During 1972-74, snowmelt runoff (April-July) accounted for 65 percent of the water and sediment discharge. Approximately 90 percent of the sediment is transported in suspension.</p><p>Sediment measured at 16 gutterflow stations at the base of highway cut-slopes indicates that less than 100 tons (91 tonnes) of fine sediment per year are contributed to the lake from all California State highway cuts. Sediment-transport rates are highly variable, and an unknown part of the measured sediment was derived from sources other than highway cuts.</p><p>Data were not adequate to demonstrate the effectiveness of treatments to stabilize cut-slopes.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7619","usgsCitation":"Kroll, C.G., 1976, Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74: U.S. Geological Survey Water-Resources Investigations Report 76-19, iv, 85 p., https://doi.org/10.3133/wri7619.","productDescription":"iv, 85 p.","costCenters":[],"links":[{"id":358824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0019/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Lake Tahoe","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.201416015625,\n              38.8824811975508\n            ],\n            [\n              -119.89517211914061,\n              38.8824811975508\n            ],\n            [\n              -119.89517211914061,\n              39.28860847419942\n            ],\n            [\n              -120.201416015625,\n              39.28860847419942\n            ],\n            [\n              -120.201416015625,\n              38.8824811975508\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f66","contributors":{"authors":[{"text":"Kroll, Carl G.","contributorId":72389,"corporation":false,"usgs":true,"family":"Kroll","given":"Carl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26135,"text":"wri76109 - 1976 - Magnitude and frequency of floods in Nebraska","interactions":[],"lastModifiedDate":"2016-07-11T11:24:18","indexId":"wri76109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-109","title":"Magnitude and frequency of floods in Nebraska","docAbstract":"<p>Estimates of flood characteristics with recurrence intervals up to 100 years can be obtained at most sites in Nebraska by use of techniques presented in this report. Instructions, equations, and graphs are presented to aid the design engineer in estimating the magnitude and frequency of floods.</p>\n<p>For natural-flow streams, the estimating equations and graphical solutions are based on regional relations between floods of a specific return period and selected basin characteristics. Nebraska was subdivided into five hydrologic regions by means of regressions and residuals from the regressions. The boundaries of Regions 1 and 2 were determined to a great extent by differences in soil type. The divisions between Region 2 and Region 4 were also determined by differences in soil type. Boundaries of Region 3 and Region 5 are along or near basin divides.</p>\n<p>Flood magnitude and frequency solution diagrams are presented for major controlled streams such as the North Platte, South Platte, Platte, and Republican Rivers. Flood information on small controlled streams is limited to available station data.</p>\n<p>Flood characteristics are tabulated for 303 gaging stations having 13 or more years of record. These flood characteristics provide the best information on floods at these gaged sites.</p>\n<p>Observed maximum flood peaks at 303 gaging stations with 13 or more years of record and significant peaks at 57 short-term stations and 31 miscellaneous sites are useful in designing flood-control works for maximum safety from flood damage. Comparison is made with maximum observed floods in the United States.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lincoln, NE","doi":"10.3133/wri76109","collaboration":"Prepared in cooperation with the Nebraska Department of Roads","usgsCitation":"Beckman, E., 1976, Magnitude and frequency of floods in Nebraska: U.S. Geological Survey Water-Resources Investigations Report 76-109, v, 128 p., https://doi.org/10.3133/wri76109.","productDescription":"v, 128 p.","numberOfPages":"137","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":157888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76109.jpg"},{"id":324994,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":10080,"text":"ofr76700A - 1976 - Station location map and audio-magnetotelluric data log for Monte Neva Known Geothermal Resource Area, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr76700A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-700","chapter":"A","title":"Station location map and audio-magnetotelluric data log for Monte Neva Known Geothermal Resource Area, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76700A","usgsCitation":"Long, C.L., and Batzle, M.L., 1976, Station location map and audio-magnetotelluric data log for Monte Neva Known Geothermal Resource Area, Nevada: U.S. Geological Survey Open-File Report 76-700, 5 leaves :map ;28 cm., https://doi.org/10.3133/ofr76700A.","productDescription":"5 leaves :map ;28 cm.","costCenters":[],"links":[{"id":143713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3f29","contributors":{"authors":[{"text":"Long, Carl L.","contributorId":32128,"corporation":false,"usgs":true,"family":"Long","given":"Carl","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":160785,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Batzle, Michael L.","contributorId":37739,"corporation":false,"usgs":true,"family":"Batzle","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":160786,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56331,"text":"wdrGA751 - 1976 - Water resources data for Georgia, water year 1975","interactions":[],"lastModifiedDate":"2025-08-19T13:41:58.836447","indexId":"wdrGA751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-75-1","title":"Water resources data for Georgia, water year 1975","docAbstract":"<p>Water resources data for the 1975 water year for Georgia consists of records of stage, discharge, · and water quality of streams; stage and contents of lakes and reservoirs. This report contains discharge records for 91 gaging stations; stage only records for one gaging station; stage and contents for 16 lakes and reservoirs; water quality for 16 continuous stations and 78 periodic stations. Also included are 99 crest-stage partial-record stations and two low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Georgia.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrGA751","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for Georgia, water year 1975: U.S. Geological Survey Water Data Report GA-75-1, x, 368 p., https://doi.org/10.3133/wdrGA751.","productDescription":"x, 368 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":184936,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1975/ga-75-1/report-thumb.jpg"},{"id":494292,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1975/ga-75-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":27754,"text":"wri7640 - 1976 - Water-resources data for deep aquifers of eastern Montana","interactions":[],"lastModifiedDate":"2019-07-17T13:47:34","indexId":"wri7640","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-40","title":"Water-resources data for deep aquifers of eastern Montana","docAbstract":"Water from aquifers of Mesozoic and Paleozoic age in eastern Montana is little used. This report presents maps and tables to assist in the evaluation of the water in terms of possible utility. In the southern third of eastern Montana water from the Madison Group or from the Tensleep Sandstone contains less than 2,000 milligrams per liter dissolved solids and is available in amounts of as much as 3,700 gallons per minute (230 liters per second) from individual wells. Elsewhere, dissolved-solids concentrations of water from Mesozoic and Paleozoic aquifers commonly exceed 1,000 milligrams per liter, well yields range from 5 to about 1,500 gallons per minute (0.3 to 95 liters per second), and well depths generally are greater than 1,500 feet (460 meters). (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7640","usgsCitation":"Hopkins, W., 1976, Water-resources data for deep aquifers of eastern Montana: U.S. Geological Survey Water-Resources Investigations Report 76-40, iv, 37 p. , https://doi.org/10.3133/wri7640.","productDescription":"iv, 37 p. ","costCenters":[],"links":[{"id":157957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0040/report-thumb.jpg"},{"id":365594,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.12695312499999,\n              44.99588261816546\n            ],\n            [\n              -104.08447265624999,\n              44.99588261816546\n            ],\n            [\n              -104.08447265624999,\n              48.99463598353405\n            ],\n            [\n              -110.12695312499999,\n              48.99463598353405\n            ],\n            [\n              -110.12695312499999,\n              44.99588261816546\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ead","contributors":{"authors":[{"text":"Hopkins, W.B.","contributorId":10072,"corporation":false,"usgs":true,"family":"Hopkins","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":198644,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27759,"text":"wri7535 - 1976 - Statistical summaries of Indiana streamflow data","interactions":[{"subject":{"id":27759,"text":"wri7535 - 1976 - Statistical summaries of Indiana streamflow data","indexId":"wri7535","publicationYear":"1976","noYear":false,"title":"Statistical summaries of Indiana streamflow data"},"predicate":"SUPERSEDED_BY","object":{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","indexId":"ofr8962","publicationYear":"1989","noYear":false,"title":"Statistical summary of streamflow data for Indiana"},"id":1}],"supersededBy":{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","indexId":"ofr8962","publicationYear":"1989","noYear":false,"title":"Statistical summary of streamflow data for Indiana"},"lastModifiedDate":"2020-08-08T00:10:31.472491","indexId":"wri7535","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-35","title":"Statistical summaries of Indiana streamflow data","docAbstract":"<p><span>Complete statistical analyses are presented in tabular form for all </span><span>gaging stations in Indiana, regardless of length of record. Each station </span><span>analysis includes lowest and highest mean daily discharges, flow duration, </span><span>statistics on normal monthly means, statistics on normal annual means, </span><span>statistics on log monthly means, statistics on log annual means, and annual </span><span>peak discharges.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7535","collaboration":"Prepared in cooperation with Indiana Department of Natural Resources, Division of Water","usgsCitation":"Horner, R., 1976, Statistical summaries of Indiana streamflow data: U.S. Geological Survey Water-Resources Investigations Report 75-35, iv, 526 p., https://doi.org/10.3133/wri7535.","productDescription":"iv, 526 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science 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,{"id":11796,"text":"ofr76675 - 1976 - Reporter's guide to the Radiometric Age Data Bank (RADB)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr76675","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-675","title":"Reporter's guide to the Radiometric Age Data Bank (RADB)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76675","usgsCitation":"Zartman, R.E., Cole, J., and Marvin, R.F., 1976, Reporter's guide to the Radiometric Age Data Bank (RADB): U.S. Geological Survey Open-File Report 76-675, 73 leaves :ill. ;27 cm., https://doi.org/10.3133/ofr76675.","productDescription":"73 leaves :ill. ;27 cm.","costCenters":[],"links":[{"id":144802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ff1","contributors":{"authors":[{"text":"Zartman, Robert Eugene","contributorId":15624,"corporation":false,"usgs":true,"family":"Zartman","given":"Robert","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":163743,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cole, J. C.","contributorId":21539,"corporation":false,"usgs":true,"family":"Cole","given":"J. C.","affiliations":[],"preferred":false,"id":163744,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marvin, Richard F.","contributorId":23125,"corporation":false,"usgs":true,"family":"Marvin","given":"Richard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":163745,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10278,"text":"ofr76750 - 1976 - Tilt changes of short duration","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr76750","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-750","title":"Tilt changes of short duration","docAbstract":"Section I of this report contains a classification scheme for short period tilt data. For convenience, all fluctuations in the local tilt field of less than 24 hours duration will be designated SP (i.e., short period) tilt events. Three basic categories of waveshape appearance are defined, and the rules for naming the waveforms are outlined. Examples from tilt observations at four central California sites are provided. \r\n\r\nSection II contains some coseismic tilt data. Fourteen earthquakes in central California, ranging in magnitude from 2.9 to 5.2, were chosen for study on four tiltmeters within 10 source dimensions of the epicenters. The raw records from each of the four tiltmeters at the times of the earthquakes were photographed and are presented in this section. \r\n\r\nSection III contains documentation of computer programs used in the analysis of the short period tilt data. Program VECTOR computes the difference vector of a tilt event and displays the sequence of events as a head-to-tail vector plot. Program ONSTSP 1) requires two component digitized tilt data as input, 2) scales and plots the data, and 3) computes and displays the amplitude, azimuth, and normalized derivative of the tilt amplitude. Program SHARPS computes the onset sharpness, (i.e., the normalized derivative of the tilt amplitude at the onset of the tilt event) as a function of source-station distance from a model of creep-related tilt changes. Program DSPLAY plots the digitized data.","language":"ENGLISH","publisher":"U.S. Geological Survey, National Center for Earthquake Research,","doi":"10.3133/ofr76750","usgsCitation":"McHugh, S., 1976, Tilt changes of short duration: U.S. Geological Survey Open-File Report 76-750, 210 leaves in various pagings :ill. ;29 cm., https://doi.org/10.3133/ofr76750.","productDescription":"210 leaves in various pagings :ill. ;29 cm.","costCenters":[],"links":[{"id":142613,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0750/report-thumb.jpg"},{"id":38134,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699dd5","contributors":{"authors":[{"text":"McHugh, Stuart","contributorId":8852,"corporation":false,"usgs":true,"family":"McHugh","given":"Stuart","email":"","affiliations":[],"preferred":false,"id":161125,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10011,"text":"ofr76587 - 1976 - Notes and analytical data on cordierite-bearing pelitic rocks, Serra de Jacobina, Bahia, Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:06:30","indexId":"ofr76587","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-587","title":"Notes and analytical data on cordierite-bearing pelitic rocks, Serra de Jacobina, Bahia, Brazil","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76587","usgsCitation":"Leo, G.W., 1976, Notes and analytical data on cordierite-bearing pelitic rocks, Serra de Jacobina, Bahia, Brazil: U.S. Geological Survey Open-File Report 76-587, 12, [5] leaves :2 fold. maps (1 col.) ;28 cm.; (18 p., 2 sheets - PGS), https://doi.org/10.3133/ofr76587.","productDescription":"12, [5] leaves :2 fold. maps (1 col.) ;28 cm.; (18 p., 2 sheets - PGS)","costCenters":[],"links":[{"id":143949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0587/report-thumb.jpg"},{"id":37823,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0587/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37824,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0587/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37825,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0587/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649686","contributors":{"authors":[{"text":"Leo, Gerhard W.","contributorId":26307,"corporation":false,"usgs":true,"family":"Leo","given":"Gerhard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":160671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26944,"text":"wri769 - 1976 - A technique for estimating the time of travel of water in Indiana streams","interactions":[],"lastModifiedDate":"2016-05-16T10:23:38","indexId":"wri769","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-9","title":"A technique for estimating the time of travel of water in Indiana streams","docAbstract":"<p>Estimates of the traveltime of waterborne particles in streams is important for pollution studies and in the event of spills of contaminants. This report provides data for the 16 Indiana streams on which time-of-travel information has been obtained and a means for estimating the velocity of any naturally flowing stream in Indiana with a drainage area of 80 square miles (210 square kilometres) or more.</p>\n<p>Measured velocity rates compiled from the time-of-travel data collected in Indiana are releated to 25, 50, 100, and 200 percent of the average discharge of streams shown in this report. Velocities at these discharges are significantly related to their respective watershed characteristics (average discharge and slope). Generalized relations of the velocities as functions of the streams' watershed characteristics are developed as multivariate regression equations using the data from each of the measured streams.</p>\n<p>Examples of uses and applications of the measured data and the predictive equations are given.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri769","collaboration":"Prepared in cooperation with Indiana Department of Natural Resources and Indiana State Board of Health","usgsCitation":"Eikenberry, S.E., and Davis, L.G., 1976, A technique for estimating the time of travel of water in Indiana streams: U.S. Geological Survey Water-Resources Investigations Report 76-9, vi, 39 p., https://doi.org/10.3133/wri769.","productDescription":"vi, 39 p.","startPage":"1","endPage":"39","numberOfPages":"48","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science 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,{"id":21271,"text":"ofr76406 - 1976 - The mineral X-ray diffraction data file: description and indices","interactions":[],"lastModifiedDate":"2012-02-02T00:07:48","indexId":"ofr76406","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-406","title":"The mineral X-ray diffraction data file: description and indices","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76406","usgsCitation":"Van Trump, G., and Hauff, P.L., 1976, The mineral X-ray diffraction data file: description and indices: U.S. Geological Survey Open-File Report 76-406, 145 p. ;28 cm., https://doi.org/10.3133/ofr76406.","productDescription":"145 p. ;28 cm.","costCenters":[],"links":[{"id":153939,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649f71","contributors":{"authors":[{"text":"Van Trump, George","contributorId":19156,"corporation":false,"usgs":true,"family":"Van Trump","given":"George","email":"","affiliations":[],"preferred":false,"id":184121,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hauff, Phoebe L.","contributorId":10402,"corporation":false,"usgs":true,"family":"Hauff","given":"Phoebe","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":184120,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9681,"text":"ofr76628 - 1976 - Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","interactions":[],"lastModifiedDate":"2019-04-26T09:45:06","indexId":"ofr76628","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-628","title":"Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","docAbstract":"Water temperature, as well as meteorologic and hydraulic variables which influence the energy budget of the San Diego Aqueduct in southern California, were continuously monitored for a 1-year period beginning July 24, 1973. Incoming solar and atmospheric radiation, windspeed and direction, water temperature, and wet- and dry-bulb air temperatures were recorded at 10-minute intervals at each end of the 26-km concrete-lined canal, while flow rates and stages were determined at hourly intervals for five locations. Although only daily averaged values are presented in this report, all information necessary for the use and interpretation of these data are presented. Windspeeds were minimum during the early morning hours and maximum during the late afternoon; however, they were variable spatially. On the other hand, incoming radiation and absolute vapor pressure varied little from point to point. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76628","usgsCitation":"Jobson, H.E., and Sturrock, A.M., 1976, Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California: U.S. Geological Survey Open-File Report 76-628, xiii, 102 p., https://doi.org/10.3133/ofr76628.","productDescription":"xiii, 102 p.","costCenters":[],"links":[{"id":363252,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0628/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0628/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8138","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160115,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sturrock, Alex M.","contributorId":48948,"corporation":false,"usgs":true,"family":"Sturrock","given":"Alex","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160116,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2688,"text":"wsp1798O - 1976 - Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","interactions":[],"lastModifiedDate":"2019-12-30T10:11:16","indexId":"wsp1798O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"O","title":"Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","docAbstract":"The sediment-transport characteristics of streams were determined in a 15,500-square-kilometre (6,000-square-mile) area of the Coastal Plain and Piedmont regions of eastern North Carolina during 1969-73. The study covered all or parts of 21 counties and included data for 28 sediment-sampling stations in parts of 4 major river basins?the Roanoke, Pamlico, Neuse, and Cape Fear. Annual suspended-sediment yields ranged from 117 to 4.2 tonnes per square kilometre (333 to 12 tons per square mile). Streams in the Piedmont region have the highest yields. Suspended-sediment yield decreases in an eastward direction from the Piedmont to the Coastal Plain region.\r\n\r\nSediment characteristics are directly affected by topography, storm runoff, geology, land use, and man-made detention structures. At one sampling station in the 1973 water year 44 percent of the suspended sediment tonnage was transported during 34 days of high flow. In the Piedmont region, sediment yields vary indirectly with the percentage of forest cover in the basin, but there appears to be no definite relationship between forest cover and sediment yield in the Coastal Plain region. Large lakes act as sediment-detention reservoirs. Average annual sediment yields ranged from 34 to 117 tonnes per square kilometre (98 to 333 tons per square mile) for 3 headwater streams which flow into Hyco Lake in Person County; however, the yield for the station less than 3.2 kilometres (2 miles) downstream from Hyco Dam was about 4.2 tonnes per square kilometre (12 tons per square mile).\r\n\r\nMost suspended sediment during floods in Piedmont streams ranges in size from sand to silt, whereas the suspended material in flooding streams in the Coastal Plain is generally clay size.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798O","usgsCitation":"Simmons, C.E., 1976, Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina: U.S. Geological Survey Water Supply Paper 1798, vi, 32 p., https://doi.org/10.3133/wsp1798O.","productDescription":"vi, 32 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798o/report-thumb.jpg"},{"id":29045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.92529296875,\n              35.24561909420681\n            ],\n            [\n              -77.178955078125,\n              35.24561909420681\n            ],\n            [\n              -77.178955078125,\n              36.55377524336089\n            ],\n            [\n              -80.92529296875,\n              36.55377524336089\n            ],\n            [\n              -80.92529296875,\n              35.24561909420681\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a136","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145610,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3068,"text":"wsp2004 - 1976 - Artificial recharge through a well in fissured carbonate rock, west St. Paul, Minnesota","interactions":[{"subject":{"id":15589,"text":"ofr74367 - 1974 - Artificial recharge through a well in fissured carbonate rock, West St. Paul, Minnesota","indexId":"ofr74367","publicationYear":"1974","noYear":false,"title":"Artificial recharge through a well in fissured carbonate rock, West St. Paul, Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":3068,"text":"wsp2004 - 1976 - Artificial recharge through a well in fissured carbonate rock, west St. Paul, Minnesota","indexId":"wsp2004","publicationYear":"1976","noYear":false,"title":"Artificial recharge through a well in fissured carbonate rock, west St. Paul, Minnesota"},"id":1}],"lastModifiedDate":"2018-03-19T11:07:09","indexId":"wsp2004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"2004","title":"Artificial recharge through a well in fissured carbonate rock, west St. Paul, Minnesota","docAbstract":"<p>The Prairie du Chien Group was injected with 2,754,000 gallons (368,200 cubic feet), or 10,430 cubic metres, of municipally treated water at about 100 gallons per minute (13.4 cubic feet per minute), or 6.3 litres per second, for 20 days. The injection-pipe system was designed to utilize pipe friction rather than a remote-controlled valve in the well to maintain positive pressure and eliminate air entrainment in the injection water and the escape cf dissolved gasses from the water. During the 20-day injection period the temperature of the injection water declined gradually from 15.0<span>&deg;</span> to 11.2<span>&deg;</span>C, and the flow rate decreased from 108 to 90 gallons per minute (6.8 to 5.7 litres per second).</p>\n<p>Analyses of test data were, in some instances, based upon hydrologic judgement as well as observations. Results of aquifer tests before and after injections indicated that the transmissivity had decreased 18 percent during the intervening injection periods; however, the specific capacity remained the same, indicating no change in transmissivity during pumping. Analysis of water-level changes in observation wells during injection indicated a reduction in transmissivity of more than 50 percent; however, the specific capacity of the injection well decreased only about 5 percent during injection.</p>\n<p>A comparison of water-level changes with the discharge or recharge rates of the three tests showed that the water-level changes in the two observation wells tapping the Prairie du Chien Group during the injection test were greater than those projected from the two aouifer pumping tests. The deviations in the water-level changes and in the analysis of aquifer-test data indicate that the methods used to analyze data from these wells may not be wholly applicable, inasmuch as anisotropic and nonhomogeneous conditions prevail in at least the Prairie du Chien part of the aquifer.</p>\n<p>The native water and the injected water averaged 0.8 and 25 milligrams per litre chloride, respectively. The chloride, utilized as a tracer, showed that the injected water was detected only in the lower part of the nearest observation well, 99 feet (30.2 metres) from the injection well. The chemistry of the water and the rock formation showed little likelihood of plugging of the recharge well by chemical precipitation. Microbiological phenomena apparently did not become a significant factor in the recharge test.</p>\n<p>The hydraulic gradient of the aquifer in October and December 1971 (before and after injection) was estimated to be N. 36<span>&deg;</span> E., 0.0013, and N. 39<span>&deg;</span> E., 0.0012, respectively, on the basis of measurements of water levels in the three wells in the Prairie du Chien Group. The single-well tracer-dilution method of calculation showed a hydraulic gradient of 0.0016. A longitudinal dispersivity of 280 feet (85 metres) was calculated. Such a value of dispersivity is typical of fractured reservoirs and shows that the Prairie du Chien Group is a heterogeneous aquifer.</p>\n<p>The injection test demonstrated that it is hydrologically feasible to recharge the Prairie du Chien Group and the Jordan Sandstone artificially through wells completed in the Prairie du Chien Group. The fissures in the Prairie du Chien Group act as conduits through which water spreads. The water passes into the Jordan Sandstone from the Prairie du Chien over a larger area than it would if it were injected directly into the Jordan.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2004","usgsCitation":"Reeder, H.O., Wood, W., Ehrlich, G.G., and Sun, R.J., 1976, Artificial recharge through a well in fissured carbonate rock, west St. Paul, Minnesota: U.S. Geological Survey Water Supply Paper 2004, vi, 80.p., https://doi.org/10.3133/wsp2004.","productDescription":"vi, 80.p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":29926,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2004/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2004/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"West St. Paul","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672bf0","contributors":{"authors":[{"text":"Reeder, Harold O.","contributorId":14381,"corporation":false,"usgs":true,"family":"Reeder","given":"Harold","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":146230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, Warren W.","contributorId":47770,"corporation":false,"usgs":false,"family":"Wood","given":"Warren W.","affiliations":[{"id":6601,"text":"Michigan State University","active":true,"usgs":false}],"preferred":false,"id":629817,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ehrlich, G. G.","contributorId":89126,"corporation":false,"usgs":true,"family":"Ehrlich","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":146232,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sun, Ren Jen","contributorId":68721,"corporation":false,"usgs":true,"family":"Sun","given":"Ren","email":"","middleInitial":"Jen","affiliations":[],"preferred":false,"id":146231,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":9082,"text":"ofr76824 - 1976 - Spectrographic and chemical analyses of geochemical samples from the McCarthy Quadrangle, Alaska","interactions":[],"lastModifiedDate":"2024-03-06T19:50:52.45123","indexId":"ofr76824","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-824","title":"Spectrographic and chemical analyses of geochemical samples from the McCarthy Quadrangle, Alaska","docAbstract":"<p>As an integral part of the Alaskan Mineral Resource Assessment Program, a geochemical reconnaissance survey was conducted in the McCarthy quadrangle during the summer of 1974. The investigation consisted of geochemical sampling, multielement chemical and spectrographic analyses, compilation of new and existing geochemical data, statistical evaluation of the total data set, and the generation of element distribution and abundance maps. The purpose of the survey was to define areas in the quadrangle that contain anomalous concentrations of metallic and nonmetallic elements. These studies are fundamental to a comprehensive evaluation of the mineral resource potential of the area and to assist in the discovery of additional economic mineral deposits.</p><p>The first-large scale geochemical sampling and analytical surveys were initiated in the McCarthy quadrangle in the early 1960's with the inception of the Wrangell Mountain project by the U.S. Geological Survey. Since that time, levels of activity in geochemical sampling in the quadrangle have fluctuated. Each year, many geochemical samples have been collected concomitantly with geologic mapping, and was culminated under the Alaskan Minerals Resource Assessment Program 1974.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76824","usgsCitation":"O’Leary, R.M., McDanal, S.K., Day, G.W., McDougal, C., and Robinson, K., 1976, Spectrographic and chemical analyses of geochemical samples from the McCarthy Quadrangle, Alaska: U.S. Geological Survey Open-File Report 76-824, 806 p., https://doi.org/10.3133/ofr76824.","productDescription":"806 p.","costCenters":[],"links":[{"id":426387,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0824/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142712,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0824/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"McCarthy Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -144.0,61.0 ], [ -144.0,62.0 ], [ -141.0,62.0 ], [ -141.0,61.0 ], [ -144.0,61.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e17","contributors":{"authors":[{"text":"O’Leary, Richard M.","contributorId":19936,"corporation":false,"usgs":true,"family":"O’Leary","given":"Richard","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":159018,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McDanal, Steven K.","contributorId":294767,"corporation":false,"usgs":false,"family":"McDanal","given":"Steven","email":"","middleInitial":"K.","affiliations":[{"id":36625,"text":"Emeritus","active":true,"usgs":false}],"preferred":false,"id":159022,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Day, Gordon W.","contributorId":21520,"corporation":false,"usgs":true,"family":"Day","given":"Gordon","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159020,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McDougal, Christine","contributorId":62608,"corporation":false,"usgs":true,"family":"McDougal","given":"Christine","email":"","affiliations":[],"preferred":false,"id":159019,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Robinson, Keith","contributorId":80277,"corporation":false,"usgs":true,"family":"Robinson","given":"Keith","affiliations":[],"preferred":false,"id":159021,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"lastModifiedDate":"2017-06-19T14:06:02","indexId":"wsp1798N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","docAbstract":"Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period from February 1954 to September 1969 as part of a project to evaluate sediment discharge from an agricultural area in which soil-conservation techniques were being adopted at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission. \r\n\r\nSediment yields from the basin averaged 64 tons per square mile (22 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798N","usgsCitation":"Reed, L.A., 1976, Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania: U.S. Geological Survey Water Supply Paper 1798, v, 20 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1798N.","productDescription":"v, 20 p. :ill., maps ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":28852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798n/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798n/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605056","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3072,"text":"wsp1608Q - 1976 - Hydrologic evaluation of salinity control and reclamation projects in the Indus Plain, Pakistan--A summary","interactions":[],"lastModifiedDate":"2012-02-02T00:05:37","indexId":"wsp1608Q","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"Q","title":"Hydrologic evaluation of salinity control and reclamation projects in the Indus Plain, Pakistan--A summary","docAbstract":"This report summarizes the observations and findings of a team of four specialists from the U.S. Geological Survey assigned to Pakistan under the auspices of the U.S. Agency for International Development during May to August 1972 for a hydrologic evaluation of Salinity Control and Reclamation Projects in the Indus Plain Individual members of the team undertook comprehensive studies related to climatology, surface-water hydrology, and the canal system; streamflow and sediment yields of the rivers; computer applications to hydrologic data; aquifer characteristics; hydrologic evaluation of Salinity Control and Reclamation Projects (SCARPs); tubewell performance; hydrology of shallow versus deep tubewells; well and well-screen design in the Indus Plain; evaluation of observed and anticipated trends in both private and public tubewell development; evaluation of water-quality programs, data analysis, and records, and computer coding of special water-quality data; and evaluation of water-level data, well discharge and specific-capacity tests and aquifer tests. \r\n\r\nThe reclamation program, by pumping from tubewells, has been notably successful in lowering the water table, in providing supplemental water for irrigation and for leaching of salinized soils, and in improving crop production. Some changes in water quality have been observed in SCARP-I and the Mona Scheme of SCARP-II, but these have not as yet (1972) significantly affected the utility of the water for irrigation. Problems associated with reclamation include control of deterioration in performance of tubewells and their rehabilitation, local brackish or saline-water encroachment, and maintenance of a favorable salt balance in the ground-water system. \r\n\r\nRapid and as yet (1972) unregulated growth of shallow private tubewell development in the past decade has introduced complicating factors to the reclamation planning of the early 1960's which had emphasized public tubewell development through the SCARP program. In comparing shallow (0-200 feet) with deep (200-400 feet} tubewell development, it is concluded that long-term response of the water table is the same, whether many shallow wells of small capacity or fewer deeper wells of large capacity pump the same total volume of water in the same area. Moreover, it is concluded that there is no definite advantage for either type of pumping regime with respect to water quality. \r\n\r\nUtilization of the Punjab aquifer could be greatly enhanced by recharge of high-quality water diverted from the Chenab and Jhelum Rivers to the Ravi and Sutlej Rivers by way of the link and irrigation canals during periods of surplus flow. Recharge to the aquifer could also be improved by diversion of high-quality water from the Chenab and the Jhelum to natural nalas and other surface drainageways during periods of surplus flow. Such recharge would be of much better quality than water leaching downward from irrigated fields. Continued monitoring of the hydrologic system and research on problems engendered by reclamation are essential to the viability of the SCARP program and related water-resources development in the Indus River Basin.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1608Q","usgsCitation":"Mundorff, M.J., Carrigan, P., Steele, T., and Randall, A., 1976, Hydrologic evaluation of salinity control and reclamation projects in the Indus Plain, Pakistan--A summary: U.S. Geological Survey Water Supply Paper 1608, v, 59 p. :ill., maps (some fold. col. in pocket) ;24 cm. --, https://doi.org/10.3133/wsp1608Q.","productDescription":"v, 59 p. :ill., maps (some fold. col. in pocket) ;24 cm. --","costCenters":[],"links":[{"id":139328,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608q/report-thumb.jpg"},{"id":29939,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608q/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29940,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608q/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29941,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608q/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698575","contributors":{"authors":[{"text":"Mundorff, Maurice John","contributorId":41404,"corporation":false,"usgs":true,"family":"Mundorff","given":"Maurice","email":"","middleInitial":"John","affiliations":[],"preferred":false,"id":146239,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carrigan, P.H. Jr.","contributorId":21935,"corporation":false,"usgs":true,"family":"Carrigan","given":"P.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":146237,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steele, T.D.","contributorId":38976,"corporation":false,"usgs":true,"family":"Steele","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":146238,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Randall, A. D.","contributorId":81077,"corporation":false,"usgs":true,"family":"Randall","given":"A. D.","affiliations":[],"preferred":false,"id":146240,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57548,"text":"wdrCA753 - 1976 - Water resources data for California, water year 1975; Volume 3: Southern Central Valley Basins and The Great Basin from Walker River to Truckee River","interactions":[],"lastModifiedDate":"2012-06-13T01:01:47","indexId":"wdrCA753","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-75-3","title":"Water resources data for California, water year 1975; Volume 3: Southern Central Valley Basins and The Great Basin from Walker River to Truckee River","docAbstract":"Water-resources data for the 1975 water year for California consist of records of streamflow and contents of reservoirs at gaging stations, partial-record stations, and miscellaneous sites; records of water quality including the physical, chemical, and biological characteristics of surface and ground water; and records of water levels in selected observation wells. Records for a few pertinent streamflow and water-quality stations in bordering States are also included. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of Lee R. Peterson, district chief; Winchell Smith, assistant district chief for hydrologic data; and Leonard N. Jorgensen, chief of the basic data section. These data represent that part of the National Water Data System collected by the Geological Survey and cooperating local, State, and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survye","publisherLocation":"Reston, VA","doi":"10.3133/wdrCA753","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for California, water year 1975; Volume 3: Southern Central Valley Basins and The Great Basin from Walker River to Truckee River: U.S. Geological Survey Water Data Report CA-75-3, 397 p., https://doi.org/10.3133/wdrCA753.","productDescription":"397 p.","costCenters":[],"links":[{"id":182012,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_75_3.jpg"},{"id":257448,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1975/ca-75/WDR-1975-vol3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd17c","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":533144,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48306,"text":"ofr76889 - 1976 - Ground-water records for southeastern Oklahoma : Part 1, records of wells, test-holes, and springs","interactions":[],"lastModifiedDate":"2014-07-10T12:54:30","indexId":"ofr76889","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-889","title":"Ground-water records for southeastern Oklahoma : Part 1, records of wells, test-holes, and springs","docAbstract":"<p>The U. S. Geological Survey has collected data on Oklahoma's ground-water resources since 1934. Most of these data were collected as part of specific ground-water studies conducted in cooperation with various Federal, State, and local agencies.</p>\n<br/>\n<p>Although a large amount of ground-water data have been published, they are scattered through a variety of reports and are not readily available on a regional basis. Furthermore, a considerable amount of data have never been published and can be obtained only from the files of the Geological Survey. The purpose of this report is to make available both published and unpublished records for approximately 1,780 wells, test-holes, and springs in 16 counties in northeastern Oklahoma. In addition, selected references to pertinent ground-water reports covering parts of the 16-county area are included for those requiring more specific information.</p>\n<br/>\n<p>The stratigraphic nomenclature and age determinations used in the report are those accepted by the Oklahoma Geological Survey and do not necessarily agree with those of the U.S. Geological Survey.</p>\n<br/>\n<p>Acknowledgment is extended to the many hundreds of individuals who have provided the data compiled in this report.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76889","usgsCitation":"Havens, J., and Bergman, D.L., 1976, Ground-water records for southeastern Oklahoma : Part 1, records of wells, test-holes, and springs: U.S. Geological Survey Open-File Report 76-889, v. ; 26 cm., https://doi.org/10.3133/ofr76889.","productDescription":"v. ; 26 cm.","costCenters":[],"links":[{"id":171266,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667071","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":237152,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, DeRoy L.","contributorId":87606,"corporation":false,"usgs":true,"family":"Bergman","given":"DeRoy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":237153,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8738,"text":"ofr76543 - 1976 - Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr76543","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-543","title":"Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL)","docAbstract":"Soil-moisture data were collected and analyzed to provide an estimate of the quantity of water in temporary storage in the Black River Basin, New York, during the International Field Year for the Great Lakes (IFYGL) (April 1, 1972 to March 31, 1973). A portable neutron logger was used to record monthly soil-moisture profiles in the unsaturated zone at 11 sites in the basin. Moisture content, computed in inches of depth over the basin, ranged from 51.41 inches in April to 37.62 inches in August. Thickness of the unsaturated zone was greatest in April and was least in June. The observed absence of a pulse, or wave, of moisture moving down through the soil at most sites may be due to the infrequency of measurements, the location of sites in sandy, well-drained areas, and a relatively constant source of moisture (precipitation) at the surface. The study does not indicate a strong correlation between volume of snowmelt and soil-moisture; this may be due to the high porosity and permeability of soil material at the observation sites. Although nine pairs of monthly basin runoff and soil-moisture content data during IFYGL has a linear correlation coefficient of 0.82, too few data are available to develop a statistical relationship. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76543","usgsCitation":"Embree, W.N., 1976, Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL): U.S. Geological Survey Open-File Report 76-543, iv, 33 leaves :ill., maps ;27 cm.; (53 p. - PGS), https://doi.org/10.3133/ofr76543.","productDescription":"iv, 33 leaves :ill., maps ;27 cm.; (53 p. - PGS)","costCenters":[],"links":[{"id":142874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ef7","contributors":{"authors":[{"text":"Embree, William N.","contributorId":41428,"corporation":false,"usgs":true,"family":"Embree","given":"William","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":158240,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48302,"text":"ofr76665 - 1976 - Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho","interactions":[],"lastModifiedDate":"2013-11-26T11:05:52","indexId":"ofr76665","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-665","title":"Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho","docAbstract":"<p>Studies of the geothermal aspect-of the Bridge area of \nthe Raft River basin in south-central Idaho (fig. 1) by the \nU.S. Geological Survey began in 1972 when Young and Mitchell \n(1973) made a geochemical and geologic reconnaissance of \nselected thermal waters in Idaho. The Bridge area had been \ndesignated the Frazier known geothermal resource area \n(Frazier KGRA) by the U.S. Geological Survey (Godwin and \nothers-, 1971) . Since 1972, several units of the Geological \nSurvey have studied the area to provide data for the U.S. \nEnergy Research and Development Administration, which proposes to ascertain whether the geothermal resource can be \ndeveloped for power generation and other uses. The studies \ninclude geologic mapping, geophysical surveys, water sampling, test drilling, and studies of all available drill- \nhole data. A list of reports already prepared on the area \nis included with this report.</p>\n<br/>\n<p>Core drilling of five holes began in August 1974 and \nwas completed in March 1975. These holes are referred to as \nintermediate-depth core holes, principally because in the \nspring of 1974, 35 auger holes 25 to 98 feet (7.6 to 30\nmeters) were completed in the area (Crosthwaite, 1974), and \nthe Aerojet Nuclear Company, under the auspices of the U.S. \nEnergy Research and Development Administration, was planning \nsome deep drilling 4,000 to 6,000 feet (1,200 to 1,800 \nmeters) (fig. 1). The purpose of the core drilling was to \nprovide information to test geophysical interpretations of \nthe subsurface structure and lithology and to provide hydrologic and geologic data on the shallow part of the geothermal \nsystem. Samples of the core were made available to several \ndivisions and branches of the Geological Survey and to \npeople and agencies outside the Survey. This report presents the basic data from the core holes that had been \ncollected to September 1, 1975, and includes lithologic and \ngeophysical well logs, chemical analyses of water (table 1), \nand laboratory analyses of cores (table 2) that were completed as of the above date. The data were collected by the \nIdaho District office, Hydrologic Laboratory, Borehole \nGeophysics Research Project, and Drilling, Sampling, and \nTesting Section, all of the Water Resources Division, and \nthe Branch of Central Environmental Geology of the Geologic \nDivison.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr76665","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Crosthwaite, E.G., 1976, Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho: U.S. Geological Survey Open-File Report 76-665, 11 p., https://doi.org/10.3133/ofr76665.","productDescription":"11 p.","numberOfPages":"11","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":171160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0665/report-thumb.jpg"},{"id":84953,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84954,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84955,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84956,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84957,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0665/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Idaho","county":"Cassia County","otherGeospatial":"Raft River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.675537,41.990119 ], [ -113.675537,42.454874 ], [ -113.125062,42.454874 ], [ -113.125062,41.990119 ], [ -113.675537,41.990119 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640c4f","contributors":{"authors":[{"text":"Crosthwaite, E. G. (compiler)","contributorId":25451,"corporation":false,"usgs":true,"family":"Crosthwaite","given":"E.","suffix":"(compiler)","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48298,"text":"ofr76300J - 1976 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: October 1976","interactions":[],"lastModifiedDate":"2024-04-08T23:48:46.874855","indexId":"ofr76300J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-300","chapter":"J","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: October 1976","docAbstract":"<p><span>The preliminary geomagnetic data included here is made available to scientific personnel and organizations, as part of a cooperative effort and on a data exchange basis because of the early need by some users. To avoid delay, all of the data is copied from original forms processed at the observatory; therefore it should be regarded as preliminary.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76300J","usgsCitation":"Townshend, J., Papp, J., Moorman, M., Deadmon, C., and Tilton, S., 1976, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: October 1976: U.S. Geological Survey Open-File Report 76-300, 23 p., https://doi.org/10.3133/ofr76300J.","productDescription":"23 p.","costCenters":[],"links":[{"id":427586,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0300-j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171157,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0300-j/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Fairbanks","otherGeospatial":"College Observatory","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -148.0653003052681,\n              64.95550985834566\n            ],\n            [\n              -148.0653003052681,\n              64.8015944335609\n            ],\n            [\n              -147.35118897714307,\n              64.8015944335609\n            ],\n            [\n              -147.35118897714307,\n              64.95550985834566\n            ],\n            [\n              -148.0653003052681,\n              64.95550985834566\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a1cb","contributors":{"authors":[{"text":"Townshend, J.B.","contributorId":30623,"corporation":false,"usgs":true,"family":"Townshend","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":237140,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Papp, J.E.","contributorId":95057,"corporation":false,"usgs":true,"family":"Papp","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":237141,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moorman, M.J.","contributorId":12084,"corporation":false,"usgs":true,"family":"Moorman","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":237137,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Deadmon, C.E.","contributorId":17672,"corporation":false,"usgs":true,"family":"Deadmon","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":237139,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Tilton, S.P.","contributorId":15670,"corporation":false,"usgs":true,"family":"Tilton","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":237138,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
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