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,{"id":68054,"text":"ha575 - 1976 - Teton Dam flood of June 1976, Idaho Falls South quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:11:27","indexId":"ha575","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"575","title":"Teton Dam flood of June 1976, Idaho Falls South quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Idaho Falls South quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha575","usgsCitation":"Ray, H.A., and Matthai, H.F., 1976, Teton Dam flood of June 1976, Idaho Falls South quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 575, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha575.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89317,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/575/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Idaho Falls South Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.125,43.375 ], [ -112.125,43.5 ], [ -112.0,43.5 ], [ -112.0,43.375 ], [ -112.125,43.375 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6843c1","contributors":{"authors":[{"text":"Ray, Herman A.","contributorId":106199,"corporation":false,"usgs":true,"family":"Ray","given":"Herman","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277575,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Matthai, Howard F.","contributorId":106491,"corporation":false,"usgs":true,"family":"Matthai","given":"Howard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":277576,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19450,"text":"ofr76409 - 1976 - Station and traverse location map, audio-magnetotelluric data log, and telluric profiles for Crane Creek Known Geothermal Resource Area, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:07:44","indexId":"ofr76409","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":"76-409","title":"Station and traverse location map, audio-magnetotelluric data log, and telluric profiles for Crane Creek Known Geothermal Resource Area, Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76409","usgsCitation":"Hoover, D.B., Brougham, G.W., and Clark, J.C., 1976, Station and traverse location map, audio-magnetotelluric data log, and telluric profiles for Crane Creek Known Geothermal Resource Area, Idaho: U.S. Geological Survey Open-File Report 76-409, 6 leaves :ill. ;28 cm., https://doi.org/10.3133/ofr76409.","productDescription":"6 leaves :ill. ;28 cm.","costCenters":[],"links":[{"id":153006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ef0","contributors":{"authors":[{"text":"Hoover, Donald B.","contributorId":89877,"corporation":false,"usgs":true,"family":"Hoover","given":"Donald","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":180930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brougham, Gary W.","contributorId":108122,"corporation":false,"usgs":true,"family":"Brougham","given":"Gary","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":180931,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clark, John C.","contributorId":88385,"corporation":false,"usgs":true,"family":"Clark","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":180929,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13998,"text":"ofr7690 - 1976 - Ground-water data near the northwest shore of Topaz Lake, Douglas County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:51","indexId":"ofr7690","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":"76-90","title":"Ground-water data near the northwest shore of Topaz Lake, Douglas County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7690","usgsCitation":"Harrill, J.R., and Nowlin, J.O., 1976, Ground-water data near the northwest shore of Topaz Lake, Douglas County, Nevada: U.S. Geological Survey Open-File Report 76-90, iv, 12 leaves :maps ;27 cm., https://doi.org/10.3133/ofr7690.","productDescription":"iv, 12 leaves :maps ;27 cm.","costCenters":[],"links":[{"id":147368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf56","contributors":{"authors":[{"text":"Harrill, James R.","contributorId":99533,"corporation":false,"usgs":true,"family":"Harrill","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":168764,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nowlin, Jon O.","contributorId":34937,"corporation":false,"usgs":true,"family":"Nowlin","given":"Jon","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":168763,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68055,"text":"ha573 - 1976 - Teton Dam flood of June 1976, Lewisville quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T13:58:07","indexId":"ha573","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"573","title":"Teton Dam flood of June 1976, Lewisville quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Lewisville quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha573","usgsCitation":"Ray, H.A., and Bigelow, B.B., 1976, Teton Dam flood of June 1976, Lewisville quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 573, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha573.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89318,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/573/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Lewisville Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.125,43.625 ], [ -112.125,43.75 ], [ -112.0,43.75 ], [ -112.0,43.625 ], [ -112.125,43.625 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684975","contributors":{"authors":[{"text":"Ray, Herman A.","contributorId":106199,"corporation":false,"usgs":true,"family":"Ray","given":"Herman","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277578,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bigelow, Bruce B.","contributorId":8180,"corporation":false,"usgs":true,"family":"Bigelow","given":"Bruce","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":277577,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55409,"text":"wdrLA762 - 1976 - Water resources data for Louisiana, water year 1976: Volume 2. Southern Louisiana","interactions":[],"lastModifiedDate":"2025-07-29T15:06:30.234405","indexId":"wdrLA762","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":"LA-76-2","title":"Water resources data for Louisiana, water year 1976: Volume 2. Southern Louisiana","docAbstract":"<p>Water resources data for the 1976 water year for Louisiana consist of records of stage, discharge, and water quality of streams; water quality of lakes; and water levels and water quality for wells. This report contains discharge records for 22 gaging stations; stage only records for 12 gaging stations; water quality for 61 continuous, daily or bi-weekly stations, 240 miscellaneous stations, and 256 wells; and water levels for 387 observation wells. Also included are data for 31 crest-stags partial-record stations and 65 flood-profile partial-record stations. Additional water data were collected at 10 various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. Records for a few pertinent stations in bordering States are also included in this report. 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,{"id":48296,"text":"ofr76300H - 1976 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: August 1976","interactions":[],"lastModifiedDate":"2024-04-08T21:57:45.565626","indexId":"ofr76300H","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":"H","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: August 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/ofr76300H","usgsCitation":"Townshend, J., Papp, J., Moorman, M., Deadmon, C., and Tilton, S., 1976, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: August 1976: U.S. Geological Survey Open-File Report 76-300, 23 p., https://doi.org/10.3133/ofr76300H.","productDescription":"23 p.","costCenters":[],"links":[{"id":427563,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0300-h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171155,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0300-h/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":"4f4e4abce4b07f02db673785","contributors":{"authors":[{"text":"Townshend, J.B.","contributorId":30623,"corporation":false,"usgs":true,"family":"Townshend","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":237130,"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":237131,"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":237127,"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":237129,"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":237128,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"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":27401,"text":"wri7696 - 1976 - Reaeration-coefficient measurements of 10 small streams in Wisconsin using radioactive tracers : with a section on the energy-dissipation model","interactions":[],"lastModifiedDate":"2015-10-21T12:09:13","indexId":"wri7696","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":"76-96","title":"Reaeration-coefficient measurements of 10 small streams in Wisconsin using radioactive tracers : with a section on the energy-dissipation model","docAbstract":"<p>Reaeration-rate coefficients were measured for 10 small streams in Wisconsin using the radioactive-tracer method. The coefficients ranged from 2.06 to 55.2 per day (base e at 25 degrees Celsius). Stream discharges ranged from 0.3 to 37.0 cubic feet per second, most discharges being less than 10 cubic feet per second. Data also were collected for evaluation of the energy-dissipation model. The escape coefficient of 0.090 per foot at 25 degrees Celsius may be used for small streams similar to those studied. (Woodward-USGS).</p>","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7696","usgsCitation":"Grant, R.S., 1976, Reaeration-coefficient measurements of 10 small streams in Wisconsin using radioactive tracers : with a section on the energy-dissipation model: U.S. Geological Survey Water-Resources Investigations Report 76-96, v, 50 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7696.","productDescription":"v, 50 p. :ill., maps ;26 cm.","numberOfPages":"55","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":310293,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a085","contributors":{"authors":[{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":511063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57418,"text":"wdrOH751 - 1976 - Water resources data for Ohio, water year 1975--Volume 1. Ohio River Basin","interactions":[],"lastModifiedDate":"2020-11-04T17:40:01.299141","indexId":"wdrOH751","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":"OH-75-1","title":"Water resources data for Ohio, water year 1975--Volume 1. Ohio River Basin","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOH751","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for Ohio, water year 1975--Volume 1. 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,{"id":56354,"text":"wdrPA753 - 1976 - Water resources data for Pennsylvania, water year 1975; Volume 3. Ohio River and St. Lawrence River basins","interactions":[],"lastModifiedDate":"2023-03-10T21:05:16.505138","indexId":"wdrPA753","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":"PA-75-3","title":"Water resources data for Pennsylvania, water year 1975; Volume 3. Ohio River and St. Lawrence River basins","docAbstract":"<p>Water Resources Data for the 1975 water year for Pennsylvania consist of records of stage, discharge, and water quality of streams; stage, contents and water quality of lakes and reservoirs; and water levels and water quality in wells and springs. This report contains discharge records for 89 gaging stations; stage and contents for 14 lakes and reservoirs; water quality for 2 gaging stations, 46 partial-record flow stations, and water levels for 20 observation wells. Also included are data for 12 crest-stage partial-record stations and 27 low-flow partial-record stations. Additional 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 Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA753","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources and with other State, municipal, and Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for Pennsylvania, water year 1975; Volume 3. 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,{"id":10029,"text":"ofr76874 - 1976 - Shallow sedimentary framework of Georges Bank","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr76874","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":"76-874","title":"Shallow sedimentary framework of Georges Bank","docAbstract":"Two thousand nine hundred kilometers of minisparker data were collected on Georges Bank by the United States Geological Survey during October of 1975. Several sedimentary features have been observed in the data, The bank is recognized as a compound feature resulting from erosion of Tertiary coastal-plain strata followed by deposition of an extensive sediment wedge on the western flank of the cuesta. Marine planation (probably Late Pleistocene) truncated this bank morphology producing an erosion surface roughly paralleling the present sea floor. The truncated bank surface is blanketed by a veneer of complex Late Pleistocene drift which masks underlying features and is being reworked by modern processes. Present bank morphology is inferred-to be arather recent development. \r\n\r\nA proper understanding of the significance of complex bank sediments with respect to the potential geologic hazards of drilling or placement of bottom. supported structures necessitates a more detailed seismic reflection program, in conjunction with geotechnical analysis of core-samples.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76874","usgsCitation":"Lewis, R.S., and Sylwester, R., 1976, Shallow sedimentary framework of Georges Bank: U.S. Geological Survey Open-File Report 76-874, 11 [i.e. 22] leaves :ill. (4 fold.) maps ;36 cm.; (14 p. - PGS), https://doi.org/10.3133/ofr76874.","productDescription":"11 [i.e. 22] leaves :ill. (4 fold.) maps ;36 cm.; (14 p. - PGS)","costCenters":[],"links":[{"id":143902,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0874/report-thumb.jpg"},{"id":37870,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0874/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37871,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0874/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37872,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0874/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37873,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0874/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37874,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0874/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f2b","contributors":{"authors":[{"text":"Lewis, R. S.","contributorId":19951,"corporation":false,"usgs":true,"family":"Lewis","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":160698,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sylwester, R. E.","contributorId":34137,"corporation":false,"usgs":true,"family":"Sylwester","given":"R. E.","affiliations":[],"preferred":false,"id":160699,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10288,"text":"ofr76594 - 1976 - Basic data on urban storm-water quality, Portland, Oregon","interactions":[],"lastModifiedDate":"2016-07-08T08:52:21","indexId":"ofr76594","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":"76-594","title":"Basic data on urban storm-water quality, Portland, Oregon","docAbstract":"<p>To assess urban storm-water-quality characteristics in the metropolitan area of Portland, Oreg., seven drainage basins were selected with varying drainage areas, basin slopes, impervious areas, land uses, and active construction areas. &nbsp;Automatic water-quality samplers, rain gages, and stream gages were installed in each basin. &nbsp;From September 1, 1975, to may 1, 1976, data were collected to determine rainfall intensities and define discharge hydrographs. &nbsp;Almost 500 samples from the seven basins were analyzed to describe pollutographs for at least four complete storms on each of the basins. &nbsp;In addition to the storm samples, several base-flow samples were collected and analyzed for each site.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr76594","usgsCitation":"McKenzie, S.W., and Miller, T.L., 1976, Basic data on urban storm-water quality, Portland, Oregon: U.S. Geological Survey Open-File Report 76-594, iv, 71 p., https://doi.org/10.3133/ofr76594.","productDescription":"iv, 71 p.","numberOfPages":"80","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":143412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr76594.jpg"},{"id":324854,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0594/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","city":"Portland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.84500122070311,\n              45.35407536661815\n            ],\n            [\n              -122.84500122070311,\n              45.54675503088241\n            ],\n            [\n              -122.46597290039062,\n              45.54675503088241\n            ],\n            [\n              -122.46597290039062,\n              45.35407536661815\n            ],\n            [\n              -122.84500122070311,\n              45.35407536661815\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640c40","contributors":{"authors":[{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":161143,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Timothy L.","contributorId":9263,"corporation":false,"usgs":true,"family":"Miller","given":"Timothy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":161142,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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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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":48307,"text":"ofr76890 - 1976 - Ground-water records for northeastern Oklahoma : Part 1, records of wells, test-holes, and springs","interactions":[],"lastModifiedDate":"2014-07-10T12:51:38","indexId":"ofr76890","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":"76-890","title":"Ground-water records for northeastern 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 3,360 wells, test-holes, and springs in 23 counties in northeastern Oklahoma. In addition, selected references to pertinent ground-water reports covering parts of the 23-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","publisherLocation":"Reston, VA","doi":"10.3133/ofr76890","usgsCitation":"Havens, J., and Bergman, D.L., 1976, Ground-water records for northeastern Oklahoma : Part 1, records of wells, test-holes, and springs: U.S. Geological Survey Open-File Report 76-890, v. ; 27 cm., https://doi.org/10.3133/ofr76890.","productDescription":"v. ; 27 cm.","costCenters":[],"links":[{"id":171267,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667063","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":237154,"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":237155,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":10403,"text":"ofr76673 - 1976 - Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:32","indexId":"ofr76673","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":"76-673","title":"Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho","docAbstract":"Approximately 3,100 drain wells injects irrigation waste water, urban runoff, septic-tank effluent, and industrial waste water into the Snake Plain aquifer in Minidoka, Gooding, Jerome, and Lincoln Counties, Idaho. About 29,000 acre-feet of irrigation waste water, 100 acre-feet of urban runoff, 400 acre-feet of septic-tank effluent, and 1,000 acre-feet of industrial waste water are injected annually. The quality of irrigation waste water is highly variable, depending upon its source, method and rate of application, amount of fertilizer added, and other factors. The quality of urban runoff water is generally much better than irrigation waste water. Septic-tank effluent is relatively high in nutrient concentrations. Chloride concentrations also are high, and bacterial concentrations are exceedingly high. The only industrial waste water sampled during this study had been used for cooling. No chemical changes were noted, but temperature was significantly increased. The data indicate that drain-well inflow does move appreciable distances through the aquifer and can be detected in downgradient wells. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76673","usgsCitation":"Moreland, J.A., Seitz, H.R., and LaSala, A.M., 1976, Effects of drain wells on the ground-water quality of the western Snake Plain Aquifer, Idaho: U.S. Geological Survey Open-File Report 76-673, 81 leaves :maps (3 fold.) ;28 cm.; (83 p., 1 sheet, scale 1:31,680 - PGS), https://doi.org/10.3133/ofr76673.","productDescription":"81 leaves :maps (3 fold.) ;28 cm.; (83 p., 1 sheet, scale 1:31,680 - PGS)","costCenters":[],"links":[{"id":143815,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0673/report-thumb.jpg"},{"id":38249,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38250,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38251,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38252,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38253,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38254,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38255,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38256,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38257,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0673/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38258,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0673/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"31680","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db615c2c","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161328,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161329,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"LaSala, Albert Mario","contributorId":74754,"corporation":false,"usgs":true,"family":"LaSala","given":"Albert","email":"","middleInitial":"Mario","affiliations":[],"preferred":false,"id":161330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":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":10137,"text":"ofr76627 - 1976 - Progress report on geology of the Edwards aquifer, San Antonio area, Texas, and preliminary interpretation of borehole geophysical and laboratory data on carbonate rocks","interactions":[],"lastModifiedDate":"2021-12-30T19:19:42.107241","indexId":"ofr76627","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":"76-627","title":"Progress report on geology of the Edwards aquifer, San Antonio area, Texas, and preliminary interpretation of borehole geophysical and laboratory data on carbonate rocks","docAbstract":"<p>This report describes the geology and porosity of the rocks of the Edwards aquifer, with particular attention to the eastern half of the San Antonio area. The data were obtained from geologic and geophysical studies of nine cored test holes, from laboratory analyses of samples of the aquifer materials, and from recent stratigraphic studies by other investigators. </p><p>The Georgetown Formation and the Edwards Group or their equivalent stratigraphic units are extensively exposed in central Texas and they occur in the subsurface throughout southern Texas. They consist of a complex sequence of carbonate rocks deposited during Early Cretaceous time under different depositional conditions. Within the study area, the thickness of the carbonate rocks ranges from less than 400 feet (122 m) in the eastern part of the area to more than 600 feet (183 m) in the southwestern part. </p><p>The depositional environments significantly affected the texture and the composition of the sediments. The Maverick Basin in the southwestern part of the study area was a euxinic basin surrounded by a barrier rudistid reef. Fine-grained carbonates and some associated evaporites occur within this basin. The San Marcos Platform in the eastern part of the study area was intermittently submerged by a transgressing continental sea. Much of the sediments are extensively reworked and burrowed by marine organisms. Several thick sequences of dolomites, evaporites, and associated collapsed deposits occur on the San Marcos Platform. The carbonates of the San Marcos Platform are extensively dissolved within the fresh-water zone. Much of the dissolution is selective of beds containing evaporites or porous dolomites. </p><p>The dominant structural feature of the study area is a broad homocline that extends from nearly flat-lying beds on the Edwards Plateau to steeply dipping beds of the deep subsurface of the Gulf Coastal Plain. The homocline is interrupted by the Balcones Fault Zone, which is a zone of normal faults that extend across the study area. The intensity and complexity of faulting increases eastward as part of a progression from gentle flexures in the southwestern part of the study area to a complex pattern of tilted fault blocks on the San Marcos Platform. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76627","collaboration":"Prepared in cooperation with the San Antonio City Water Board and the Texas Water Development Board","usgsCitation":"Maclay, R.W., and Small, T.A., 1976, Progress report on geology of the Edwards aquifer, San Antonio area, Texas, and preliminary interpretation of borehole geophysical and laboratory data on carbonate rocks: U.S. Geological Survey Open-File Report 76-627, Report: 63 p.; 17 Figures: 17.77 x 11.94 inches or smaller, https://doi.org/10.3133/ofr76627.","productDescription":"Report: 63 p.; 17 Figures: 17.77 x 11.94 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":143618,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0627/report-thumb.jpg"},{"id":393688,"rank":17,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-15.pdf","text":"Figure 15","linkFileType":{"id":1,"text":"pdf"}},{"id":393690,"rank":19,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-17.pdf","text":"Figure 17","linkFileType":{"id":1,"text":"pdf"}},{"id":393685,"rank":14,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-12.pdf","text":"Figure 12","linkFileType":{"id":1,"text":"pdf"}},{"id":393684,"rank":13,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-11.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"}},{"id":393681,"rank":10,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-8.pdf","text":"Figure 8","linkFileType":{"id":1,"text":"pdf"}},{"id":393689,"rank":18,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-16.pdf","text":"Figure 16","linkFileType":{"id":1,"text":"pdf"}},{"id":393687,"rank":16,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-14.pdf","text":"Figure 14","linkFileType":{"id":1,"text":"pdf"}},{"id":393679,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":393682,"rank":11,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-9.pdf","text":"Figure 9","linkFileType":{"id":1,"text":"pdf"}},{"id":393683,"rank":12,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-10.pdf","text":"Figure 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2","linkFileType":{"id":1,"text":"pdf"}},{"id":393677,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":393674,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0627/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":393673,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0627/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Edwards aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -100.634765625,\n              28.825425374477224\n            ],\n            [\n              -97.44873046875,\n              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