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No abstract available.

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606bcc","contributors":{"authors":[{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":180903,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9874,"text":"ofr76445 - 1976 - Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report","interactions":[],"lastModifiedDate":"2017-06-22T11:02:00","indexId":"ofr76445","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":"76-445","title":"Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report","docAbstract":"This report presents basic hydrologic data collected for part of a water-resources study and supplements an interpretive report which will be published separately. The report summarizes discharge data from 140 stream collection sites, contains tables of about 800 chemical analyses from 164 stream sites and 107 analyses from 91 abandoned flowing oil and gas wells including concentrations of major ions and trace metals. A table shows results of collections of macroinvertebrates at 136 stream sites. Seven flow duration curves are also presented.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76445","usgsCitation":"Koester, H.E., and Lescinsky, J.B., 1976, Selected hydrologic data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: an interim report: U.S. Geological Survey Open-File Report 76-445, iii, 164 p. :ill., 1 fold. map (in pocket) ;28 cm.; (59 p., 1 sheet, scale 1:125,000 - PGS), https://doi.org/10.3133/ofr76445.","productDescription":"iii, 164 p. :ill., 1 fold. map (in pocket) ;28 cm.; (59 p., 1 sheet, scale 1:125,000 - PGS)","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":140924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0445/report-thumb.jpg"},{"id":37665,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0445/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37666,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0445/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f84","contributors":{"authors":[{"text":"Koester, Harry E.","contributorId":96259,"corporation":false,"usgs":true,"family":"Koester","given":"Harry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lescinsky, Joseph B.","contributorId":53377,"corporation":false,"usgs":true,"family":"Lescinsky","given":"Joseph","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160439,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19603,"text":"ofr76100 - 1976 - A brief hydrologic appraisal of the July 3-4, 1975, flash flood in Las Vegas Valley, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:36","indexId":"ofr76100","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":"76-100","title":"A brief hydrologic appraisal of the July 3-4, 1975, flash flood in Las Vegas Valley, Nevada","docAbstract":"Heavy thunderstorm precipitation on the afternoon of July 3, 1975, between metropolitan Las Vegas and the mountains to the south, west, and north, caused flash flooding in the city area. Total storm precipitation equaled or exceeded 3 inches (76 mm) in some areas. The total storm yield on the area of significant runoff was probably between 20,000 and 25,000 acre-feet (2.5 x 107 m3 and 3.1 x 107 m3) of water. Of this amount, probably less than 3,000 acre-feet (37 x 106 m3) flowed directly to Lake Mead. \r\n\r\nPeak flows of Tropicana Wash, Flamingo Wash, Las Vegas Creek, and Las Vegas Wash were the highest ever determined. Flooding caused the loss of two lives and inflicted extensive property damage. Total damage was reportedly estimated by the Clark County Flood Control District at $4-5 million. \r\n\r\nProblems associated with sediment erosion, transportation, and deposition occurred throughout the flooded area. An unknown amount of the material transported during the flood was deposited in Lake Mead near the mouth of Las Vegas Wash. Lateral erosion appeared more prominent than vertical erosion along most major channels, except on Las Vegas Wash at Northshore Road where downcutting threatened the loss of the highway. Sediment deposits were particularly noticeable and troublesome in Flamingo Wash at Caesars Palace parking lot and on the Winterwood Golf Course near the junction of Flamingo Wash and Las Vegas Wash.","language":"ENGLISH","publisher":"Clark County Flood Control Division, Dept. of Public Works,","doi":"10.3133/ofr76100","usgsCitation":"Katzer, T.L., Glancy, P.A., and Harmsen, L., 1976, A brief hydrologic appraisal of the July 3-4, 1975, flash flood in Las Vegas Valley, Nevada: U.S. Geological Survey Open-File Report 76-100, v, 40 p. :ill., maps ;27 cm.; (47 p., 1 sheet, scales 1:24,000 and 1:62,500 - PGS), https://doi.org/10.3133/ofr76100.","productDescription":"v, 40 p. :ill., maps ;27 cm.; (47 p., 1 sheet, scales 1:24,000 and 1:62,500 - PGS)","costCenters":[],"links":[{"id":152680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0100/report-thumb.jpg"},{"id":49070,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0100/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":49071,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd497ae4b0b290850ef37b","contributors":{"authors":[{"text":"Katzer, T. L.","contributorId":15211,"corporation":false,"usgs":true,"family":"Katzer","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":181195,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glancy, Patrick A.","contributorId":87113,"corporation":false,"usgs":true,"family":"Glancy","given":"Patrick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":181197,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harmsen, Lynn","contributorId":19941,"corporation":false,"usgs":true,"family":"Harmsen","given":"Lynn","email":"","affiliations":[],"preferred":false,"id":181196,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":14411,"text":"ofr76316 - 1976 - Economic worth of hydrologic data in project design: An application to regional energy development","interactions":[],"lastModifiedDate":"2018-11-01T08:44:08","indexId":"ofr76316","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":"76-316","title":"Economic worth of hydrologic data in project design: An application to regional energy development","docAbstract":"

The linkage between the benefits to a regional economy from a water-dependent industry and the statistical uncertainty of the water supply that is needed in the production process is analyzed using a Bayesian scheme of expected-expected benefits of hydrologic data. In this analysis, expected benefits are calculated using anticipated streamflow data and these benefits are averaged over all possible data values. The increase in these average expected benefits is subsequently compared to the costs of obtaining the data and benefits foregone by delaying the project to collect the data. Thus, the value of collecting the data may be determined.

A Leontief type production function is assumed for an oil shale retorting plant. The economic impact of hydrologic uncertainty is investigated by examining potential changes in plant output along with changes in regional incomes which are calculated by means of a regional input-output model. Alternatives for reducing the uncertainty included establishing water discharge measuring stations, transferring streamflow information from one site to another via regionalization, and a combination of both. Given a specific alternative, the optimum time period for data collection was found. Regionalization considered statistical properties of network designs based on simulated regression analysis.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76316","usgsCitation":"Karlinger, M., 1976, Economic worth of hydrologic data in project design: An application to regional energy development: U.S. Geological Survey Open-File Report 76-316, ix, 63 p., https://doi.org/10.3133/ofr76316.","productDescription":"ix, 63 p.","costCenters":[],"links":[{"id":359039,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147681,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0316/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625a53","contributors":{"authors":[{"text":"Karlinger, M.R.","contributorId":95039,"corporation":false,"usgs":true,"family":"Karlinger","given":"M.R.","affiliations":[],"preferred":false,"id":169410,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11326,"text":"ofr76709 - 1976 - Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard counties, Utah","interactions":[{"subject":{"id":11326,"text":"ofr76709 - 1976 - Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard counties, Utah","indexId":"ofr76709","publicationYear":"1976","noYear":false,"title":"Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard counties, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043281,"text":"70043281 - 1977 - Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard Counties, Utah","indexId":"70043281","publicationYear":"1977","noYear":false,"title":"Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard Counties, Utah"},"id":1}],"supersededBy":{"id":70043281,"text":"70043281 - 1977 - Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard Counties, Utah","indexId":"70043281","publicationYear":"1977","noYear":false,"title":"Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard Counties, Utah"},"lastModifiedDate":"2013-02-09T21:39:23","indexId":"ofr76709","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":"76-709","title":"Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard counties, Utah","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76709","usgsCitation":"Stephens, J.C., 1976, Hydrologic reconnaissance of the Tule Valley drainage basin, Juab and Millard counties, Utah: U.S. Geological Survey Open-File Report 76-709, 52 leaves :map (some fold.), photos ;28 cm.; (1 sheet, scale 1:250,000 - PGS), https://doi.org/10.3133/ofr76709.","productDescription":"52 leaves :map (some fold.), photos ;28 cm.; (1 sheet, scale 1:250,000 - PGS)","costCenters":[],"links":[{"id":144067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605482","contributors":{"authors":[{"text":"Stephens, Jerry C.","contributorId":81493,"corporation":false,"usgs":true,"family":"Stephens","given":"Jerry","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":162941,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4199,"text":"cir737 - 1976 - Status of ground-water modeling in the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:37","indexId":"cir737","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"737","title":"Status of ground-water modeling in the U.S. Geological Survey","docAbstract":"The U.S. Geological Survey is active in the development and use of models for the analysis of various types of ground-water problems. Types of problems for which models have been, or are being, developed include: (1) ground-water flow in saturated or partially unsaturated materials, (2) land subsidence resulting from ground-water extraction, (3) flow in coupled ground water-stream systems, (4) coupling of rainfall-runoff basin models with soil moisture accounting and aquifer flow models, (5) interaction of economic and hydrologic considerations, (6) predicting the transport of contaminants in an aquifer, and (7) estimating the effects of proposed development schemes for geothermal systems. The status of modeling activity for various models is reported as being in a developmental, verification, operational, or continued improvement phase. Recently published references that provide useful details on the characteristics of the models are identified. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir737","usgsCitation":"Appel, C.A., and Bredehoeft, J., 1976, Status of ground-water modeling in the U.S. Geological Survey: U.S. Geological Survey Circular 737, iii, 9 p. ;26 cm. , https://doi.org/10.3133/cir737.","productDescription":"iii, 9 p. ;26 cm. ","costCenters":[],"links":[{"id":123802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0737/report-thumb.jpg"},{"id":31313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0737/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df2b1","contributors":{"authors":[{"text":"Appel, Charles A.","contributorId":14376,"corporation":false,"usgs":true,"family":"Appel","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":148392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":148391,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14000,"text":"ofr76172 - 1976 - Hydrologic changes after logging in two small Oregon coastal watersheds","interactions":[{"subject":{"id":14000,"text":"ofr76172 - 1976 - Hydrologic changes after logging in two small Oregon coastal watersheds","indexId":"ofr76172","publicationYear":"1976","noYear":false,"title":"Hydrologic changes after logging in two small Oregon coastal watersheds"},"predicate":"SUPERSEDED_BY","object":{"id":1807,"text":"wsp2037 - 1977 - Hydrologic changes after logging in two small Oregon coastal watersheds","indexId":"wsp2037","publicationYear":"1977","noYear":false,"title":"Hydrologic changes after logging in two small Oregon coastal watersheds"},"id":1}],"supersededBy":{"id":1807,"text":"wsp2037 - 1977 - Hydrologic changes after logging in two small Oregon coastal watersheds","indexId":"wsp2037","publicationYear":"1977","noYear":false,"title":"Hydrologic changes after logging in two small Oregon coastal watersheds"},"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr76172","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":"76-172","title":"Hydrologic changes after logging in two small Oregon coastal watersheds","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76172","usgsCitation":"Harris, D.D., 1976, Hydrologic changes after logging in two small Oregon coastal watersheds: U.S. Geological Survey Open-File Report 76-172, 72 leaves :ill., maps ;28 cm.; (65 p. - PGS), https://doi.org/10.3133/ofr76172.","productDescription":"72 leaves :ill., maps ;28 cm.; (65 p. - PGS)","costCenters":[],"links":[{"id":146861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611678","contributors":{"authors":[{"text":"Harris, David Dell","contributorId":24338,"corporation":false,"usgs":true,"family":"Harris","given":"David","email":"","middleInitial":"Dell","affiliations":[],"preferred":false,"id":168766,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13733,"text":"ofr76338 - 1976 - Test drilling for ground water in Hudspeth, Culberson, and Presidio Counties in westernmost Texas","interactions":[],"lastModifiedDate":"2016-08-10T16:30:19","indexId":"ofr76338","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":"76-338","title":"Test drilling for ground water in Hudspeth, Culberson, and Presidio Counties in westernmost Texas","docAbstract":"

From November 1973 to October 1974, the U.S. Geological Survey drilled four deep test holes to supplement hydrologic and geophysical studies evaluating fresh ground water in the basins of westernmost Texas. For each test, samples of drill cuttings were collect·ed, borehole geophysical logs were run, and water samples were collected from specific zones.

\n

The Leopold Guerra No. 1 test hole penetrated sand and gravel :o 1,100 feet (335m), and logs and water samples indicated fresh ground water to that depth. Below 1,100 feet (335m), the material probably has low permeability. The Clay Evans No. 1 test penetrated sand, gravel, and clay to 555 feet (169m), sand and thin volcanic flows to about 1,250 feet (381 m), and volcanic flows and tuffs to 2,006 feet (611 m). Logs and water samples indicated fresh ground \\vater to about 1, 250 feet (381 m); below that, permeability is probably low. The Culberson County Airport test was drilled through sand, gravel, and clay to 1,145 feet (349m), conglomerate to 1,205 feet (367m), and the Lower Cretaceous Cox Sandstone to 1,306 feet (398m). Logs and water s~mples indicated fresh water in the alluvial fill and in the Cox Sandstone to about 1,265 feet (386m); below that depth, permeability is probably low. The Davis test was drilled through clay with some thin beds of sand and gravel containing fresh water to a depth of 2,012 feet (613 m).

\n

Borehole temperature data indicated above-nonnal gradients in the Guerra and Culberson County Airport tests. Temperature gradients in the Evans and Davis tests were near normal.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76338","usgsCitation":"Gates, J.S., and White, D.E., 1976, Test drilling for ground water in Hudspeth, Culberson, and Presidio Counties in westernmost Texas: U.S. Geological Survey Open-File Report 76-338, 76 p., https://doi.org/10.3133/ofr76338.","productDescription":"76 p.","numberOfPages":"77","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":112974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0338/report.pdf","size":"2928","linkFileType":{"id":1,"text":"pdf"}},{"id":147541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0338/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684c34","contributors":{"authors":[{"text":"Gates, Joseph Spencer","contributorId":108089,"corporation":false,"usgs":true,"family":"Gates","given":"Joseph","email":"","middleInitial":"Spencer","affiliations":[],"preferred":false,"id":168308,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, Donald Edward","contributorId":84731,"corporation":false,"usgs":true,"family":"White","given":"Donald","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":168307,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13692,"text":"ofr76353 - 1976 - Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr76353","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":"76-353","title":"Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","language":"ENGLISH","publisher":"The Division,","doi":"10.3133/ofr76353","usgsCitation":"Frost, L., 1976, Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection: U.S. Geological Survey Open-File Report 76-353, 34 leaves ;28 cm., https://doi.org/10.3133/ofr76353.","productDescription":"34 leaves ;28 cm.","costCenters":[],"links":[{"id":146625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625761","contributors":{"authors":[{"text":"Frost, L.R.","contributorId":96675,"corporation":false,"usgs":true,"family":"Frost","given":"L.R.","affiliations":[],"preferred":false,"id":168243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13664,"text":"ofr75679 - 1976 - Evaluation of hydrologic properties of the Long Island ground-water reservoir using cross-sectional electric-analog models","interactions":[],"lastModifiedDate":"2018-03-29T09:43:07","indexId":"ofr75679","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":"75-679","title":"Evaluation of hydrologic properties of the Long Island ground-water reservoir using cross-sectional electric-analog models","docAbstract":"

Variables necessary for constructing a quantitative model to predict the response of ground-water reservoirs to hydrologic stresses are in four classes: (a) external and internal geometry of the reservoir, (b) nature of the reservoir boundaries, (c) areal distribution of horizontal and vertical hydraulic conductivities, and (d) areal distribution of storage capability within the reservoir. In this report, the sensitivity of the Long Island ground-water reservoir's reponse to the first three of these variables was evaluated using analog models.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75679","collaboration":"Prepared in cooperation with the Nassau County Department of Public Works, the New York State Department of Environmental Conservation, the Suffolk County Department of Environmental Control, and the Suffolk County Water Authority","usgsCitation":"Franke, O., and Getzen, R., 1976, Evaluation of hydrologic properties of the Long Island ground-water reservoir using cross-sectional electric-analog models: U.S. Geological Survey Open-File Report 75-679, Report: 80 Pages; 5 Figures: 27.76 x 15.88 inches or smaller; 11 Tables: 13.91 x 8.18 inches or smaller, https://doi.org/10.3133/ofr75679.","productDescription":"Report: 80 Pages; 5 Figures: 27.76 x 15.88 inches or smaller; 11 Tables: 13.91 x 8.18 inches or smaller","costCenters":[],"links":[{"id":352902,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0679/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":352903,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0679/figure-5.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":352904,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0679/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":352905,"rank":8,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-3.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"}},{"id":352906,"rank":9,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-4.pdf","text":"Table 4","linkFileType":{"id":1,"text":"pdf"}},{"id":352907,"rank":10,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-5.pdf","text":"Table 5","linkFileType":{"id":1,"text":"pdf"}},{"id":352908,"rank":11,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-6.pdf","text":"Table 6","linkFileType":{"id":1,"text":"pdf"}},{"id":352909,"rank":12,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-7.pdf","text":"Table 7","linkFileType":{"id":1,"text":"pdf"}},{"id":352910,"rank":13,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-8.pdf","text":"Table 8","linkFileType":{"id":1,"text":"pdf"}},{"id":352911,"rank":14,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-9.pdf","text":"Table 9","linkFileType":{"id":1,"text":"pdf"}},{"id":352913,"rank":16,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-11.pdf","text":"Table 11","linkFileType":{"id":1,"text":"pdf"}},{"id":352912,"rank":15,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-10.pdf","text":"Table 10","linkFileType":{"id":1,"text":"pdf"}},{"id":352914,"rank":17,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-12.pdf","text":"Table 12","linkFileType":{"id":1,"text":"pdf"}},{"id":352915,"rank":18,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0679/table-13.pdf","text":"Table 13","linkFileType":{"id":1,"text":"pdf"}},{"id":146936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0679/report-thumb.jpg"},{"id":352899,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0679/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":352900,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0679/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":352901,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0679/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.212646484375,\n 40.53676418550201\n ],\n [\n -71.83959960937499,\n 40.53676418550201\n ],\n [\n -71.83959960937499,\n 41.19518982948959\n ],\n [\n -74.212646484375,\n 41.19518982948959\n ],\n [\n -74.212646484375,\n 40.53676418550201\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fad4c","contributors":{"authors":[{"text":"Franke, O.L.","contributorId":57082,"corporation":false,"usgs":true,"family":"Franke","given":"O.L.","affiliations":[],"preferred":false,"id":168197,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Getzen, R.T.","contributorId":21281,"corporation":false,"usgs":true,"family":"Getzen","given":"R.T.","affiliations":[],"preferred":false,"id":168196,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2079,"text":"wsp2038 - 1976 - Hydrology and environmental aspects of Erie Canal (1817-99)","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2038","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":"2038","title":"Hydrology and environmental aspects of Erie Canal (1817-99)","docAbstract":"As the first major water project in the United States, the old Erie Canal provides an example of the hydrological and environmental consequences of water development. The available record shows that the project aroused environmental fears that the canal might be impaired by the adverse hydrologic effects of land development induced by the canal. Water requirements proved greater than anticipated, and problems of floods and hydraulic inefficiencies beset navigation throughout its history. The Erie Canal proved the practicality of major hydraulic works to the extent that operations and maintenance could cope with the burdens of deficiencies in design. \r\n\r\nThe weight of prior experience that upland streams, such as the Potomac and Mohawk Rivers, had proved unsatisfactory for dependable navigation, led to a decision to build an independent canal which freed the location from the constraints of river channels and made possible a cross-country water route directly to Lake Erie. \r\n\r\nThe decision on dimensioning the canal prism--chiefly width and depth-involved balance between a fear of building too small and thus not achieving the economic potentials, and a fear of building too expensively. The constraints proved effective, and for the first part of its history the revenues collected were sufficient to repay all costs. So great was the economic advantage of the canal that the rising trend in traffic soon induced an enlargement of the canal cross section, based upon a new but riskier objective-build as large as the projected trend in toll revenues would finance. The increased revenues did not materialize. \r\n\r\nWater supplies were a primary concern for both the planners and the operators of the canal. Water required for lockage, although the most obvious to the planners, proved to be a relatively minor item compared with the amounts of water that were required to compensate for leakage through the bed and banks of the canal. Leakage amounted to about 8 inches of depth per day. The total quantities of water taken into the canal made it the largest hydraulic undertaking of the 19th century in the United States. The diversion of water to factories that were attracted to the canal as a source of hydraulic power added to the water requirements. Although new feeders and reservoirs to extend the supply were built throughout the canal's history, these efforts to cope with water shortages were never fully successful. The primary cause of the persistent deficiencies in supply was the method used to estimate the available flow of the. streams during extended dry spells. Ad hoc, spot measurements of streamflow consistently led to overestimation of the dependable supply. \r\n\r\nThere was a persistent hydraulic problem as well. The cross section of the canal, especially when obstructed by many barges, was inadequate to convey the large volumes of water needed to maintain navigable depths over the long distances between feeders. \r\n\r\nThe major flood problem was caused by cross-drainage--the small creeks that crossed under the canal in culverts. Washout of culverts was a never-ending source of sporadic disruption of traffic of 1 or 2 weeks duration. Repairs and replacements could not cope with the problem created by deficiency in information ,about the flood potentials of 'the small streams. \r\n\r\nA fortunate occurrence of severe floods in 1817 at the start of canal construction provided such clear and persuasive evidence of the flood potentials of the, Mohawk River, which the canal followed for about 110 miles, so as to compel putting the canal at a high level in difficult terrain. \r\n\r\nEnvironmental anxieties, broached early in the planning of the canal, centered on the potentially adverse effects of land development and deforestation on floods, water supply, and erosion. The flow of rivers did not decrease as originally feared. Land use did not increase the intensity of flooding and so endanger the canal. Viewed first as a conveyor of pure water from Lake ","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2038","usgsCitation":"Langbein, W.B., 1976, Hydrology and environmental aspects of Erie Canal (1817-99): U.S. Geological Survey Water Supply Paper 2038, vi, 92 p. :ill., maps ;23 cm. --, https://doi.org/10.3133/wsp2038.","productDescription":"vi, 92 p. :ill., maps ;23 cm. --","costCenters":[],"links":[{"id":138347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2038/report-thumb.jpg"},{"id":27639,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6050f0","contributors":{"authors":[{"text":"Langbein, Walter Basil","contributorId":40581,"corporation":false,"usgs":true,"family":"Langbein","given":"Walter","email":"","middleInitial":"Basil","affiliations":[],"preferred":false,"id":144647,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":12574,"text":"ofr75318 - 1976 - Hydrologic data for the Idaho National Engineering Laboratory Site, Idaho, 1971 to 1973","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr75318","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":"75-318","title":"Hydrologic data for the Idaho National Engineering Laboratory Site, Idaho, 1971 to 1973","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\navailable from National Technical Information Service,","doi":"10.3133/ofr75318","isbn":"pbk","usgsCitation":"Barraclough, J.T., and Jensen, R.G., 1976, Hydrologic data for the Idaho National Engineering Laboratory Site, Idaho, 1971 to 1973: U.S. Geological Survey Open-File Report 75-318, ix, 52 p. :diagrs., maps ;29 cm., https://doi.org/10.3133/ofr75318.","productDescription":"ix, 52 p. :diagrs., maps ;29 cm.","costCenters":[],"links":[{"id":145887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608391","contributors":{"authors":[{"text":"Barraclough, Jack T.","contributorId":8822,"corporation":false,"usgs":true,"family":"Barraclough","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":166360,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jensen, R. G.","contributorId":63799,"corporation":false,"usgs":true,"family":"Jensen","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":166361,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20929,"text":"ofr76214 - 1976 - Distribution functions for statistics derived from bivariate normal and bivariate two-parameter log-normal populations","interactions":[],"lastModifiedDate":"2012-02-02T00:07:48","indexId":"ofr76214","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":"76-214","title":"Distribution functions for statistics derived from bivariate normal and bivariate two-parameter log-normal populations","docAbstract":"The distribution functions for hydrologic statistics that may be used to assess the significance of differences between sample means, standard deviations, coefficients of skewness, and coefficients of variations are obtained by Monte Carlo experiments. The distributions are expressed as functions of sample size, cross correlation, and skewness. In general, the distributions are more sensitive to cross correlation than to skewness. As sample size increases, however, the distributions tend to become more sensitive to skewness. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76214","usgsCitation":"Slack, J.R., Matalas, N.C., and Wallis, J.R., 1976, Distribution functions for statistics derived from bivariate normal and bivariate two-parameter log-normal populations: U.S. Geological Survey Open-File Report 76-214, 22 leaves :ill. ;28 cm., https://doi.org/10.3133/ofr76214.","productDescription":"22 leaves :ill. ;28 cm.","costCenters":[],"links":[{"id":154082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649372","contributors":{"authors":[{"text":"Slack, James Richard","contributorId":83905,"corporation":false,"usgs":true,"family":"Slack","given":"James","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":183522,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Matalas, Nicholas C.","contributorId":34535,"corporation":false,"usgs":true,"family":"Matalas","given":"Nicholas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183521,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wallis, James R.","contributorId":100419,"corporation":false,"usgs":true,"family":"Wallis","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":183523,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":20938,"text":"ofr78100 - 1976 - Hydrologic data for Little Elm Creek, Trinity River basin, Texas, 1976","interactions":[],"lastModifiedDate":"2021-09-15T17:40:37.450104","indexId":"ofr78100","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":"78-100","title":"Hydrologic data for Little Elm Creek, Trinity River basin, Texas, 1976","docAbstract":"

This report contains rainfall, runoff, and storage data collected during the 1976 water year for a 75.5 sq mi area above the stream-gaging station Little Elm Creek near Aubrey, Texas. Floodflows from 35.7 sq mi of the area are regulated by 16 floodwater-retarding structures constructed by the Soil Conservation Service. During the 1976 water year, five storm periods were selected for detailed computations and analyses. Beginning with the 1975 water year, water-quality data is given for Little Elm Creek. Investigations in the Little Elm Creek watershed were terminated on September 30, 1976.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78100","usgsCitation":"Slade, R., Hays, T., and Schoultz, C., 1976, Hydrologic data for Little Elm Creek, Trinity River basin, Texas, 1976: U.S. Geological Survey Open-File Report 78-100, 78 p., https://doi.org/10.3133/ofr78100.","productDescription":"78 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":389273,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0100/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153956,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0100/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Little Elm Creek, Trinity River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.9873046875,\n 33.10764766506478\n ],\n [\n -96.60552978515625,\n 33.10764766506478\n ],\n [\n -96.60552978515625,\n 33.5184992376561\n ],\n [\n -96.9873046875,\n 33.5184992376561\n ],\n [\n -96.9873046875,\n 33.10764766506478\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae2b9","contributors":{"authors":[{"text":"Slade, R.M. Jr.","contributorId":40595,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":183540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hays, T.H.","contributorId":31421,"corporation":false,"usgs":true,"family":"Hays","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":183539,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schoultz, C.T.","contributorId":66722,"corporation":false,"usgs":true,"family":"Schoultz","given":"C.T.","email":"","affiliations":[],"preferred":false,"id":183541,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":17211,"text":"ofr76352 - 1976 - Guide to the availability of hydrologic data, Greater Pittsburgh region, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-07T08:44:11","indexId":"ofr76352","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":"76-352","title":"Guide to the availability of hydrologic data, Greater Pittsburgh region, Pennsylvania","docAbstract":"A great variety of hydrologic data are collected by many governmental agencies and other entities for diverse purposes. Some of the data are compiled and reported in readily available, widely known publications; some are not. Continuing requests for information on the locations of data collection sites and on the sources of data have suggested the need for a guide to that information. \r\n\r\nPresently active primary-data-collection sites have been located on a map of the Greater Pittsburgh region (Allegheny, Armstrong, Beaver, Butler, Washington, and Westmoreland Counties in southwestern Pennsylvania), and the sources of data--by publication or responsible agency-have been described. Secondary data collection sites have not been shown on the map, but several agencies involved in this activity have been listed. \r\n\r\nHydrologic data are collected at the following numbers of identified sites under the auspices of federal, state, and interstate organizations:\r\n\r\nPrecipitation or temperature .......... 39 \r\n\r\nSurface-water stage or discharge ...... 82 \r\n\r\nSurface-water quality ................. 69 \r\n\r\nGround-water levels ................... 7","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76352","usgsCitation":"Beall, R.M., 1976, Guide to the availability of hydrologic data, Greater Pittsburgh region, Pennsylvania: U.S. Geological Survey Open-File Report 76-352, 12 p. :ill., maps ;28 cm.; (22 p., 1 sheet, scale 1:250,000 - PGS), https://doi.org/10.3133/ofr76352.","productDescription":"12 p. :ill., maps ;28 cm.; (22 p., 1 sheet, scale 1:250,000 - PGS)","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":149353,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0352/report-thumb.jpg"},{"id":46349,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46350,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0352/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46351,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0352/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649fab","contributors":{"authors":[{"text":"Beall, Robert M.","contributorId":90695,"corporation":false,"usgs":true,"family":"Beall","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":175417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9009,"text":"ofr7622 - 1976 - Data for calibrating unsteady-flow sediment-transport models, East Fork River, Wyoming, 1975","interactions":[],"lastModifiedDate":"2017-03-23T16:27:10","indexId":"ofr7622","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":"76-22","title":"Data for calibrating unsteady-flow sediment-transport models, East Fork River, Wyoming, 1975","docAbstract":"

In 1975, data to calibrate a one-dimensional unsteady-flow and sediment-transport routing model were collected on a reach of the East Fork River of western Wyoming. The reach, 3.1 miles (5 kilometers) in length, wan immediately upstream from a previously established bedload sampling station. Nineteen channel cross sections were sounded at regular intervals during the spring-runoff period. Four stage recorders provided continuous records of water-surface elevations. Samples of bed material at most of the cross sections were obtained prior to high water. Streamflow and sediment-discharge measurements were collected at four of the sections.

The physiography and hydrology of the contributing watershed, the study reach, and the equipment and techniques used in data collection are described briefly. The bulk of the report is a presentation of data for the several-week period of late May to early June 1975, for which concurrent water discharge data, bedload transport and size data, and cross-section depth measurements were collected. In addition, some data collected in 1973 and 1974 and before and after the calibration period in 1975 are included for completeness.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr7622","usgsCitation":"Mahoney, H.A., Andrews, E.D., Emmett, W.W., Leopold, L.B., Meade, R.H., Myrick, R.M., and Nordin, C.F., 1976, Data for calibrating unsteady-flow sediment-transport models, East Fork River, Wyoming, 1975: U.S. Geological Survey Open-File Report 76-22, ix, 293 p., https://doi.org/10.3133/ofr7622.","productDescription":"ix, 293 p.","numberOfPages":"309","costCenters":[],"links":[{"id":140802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0022/report-thumb.jpg"},{"id":36646,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"East Fork River","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9bb6","contributors":{"authors":[{"text":"Mahoney, Holly A.","contributorId":39781,"corporation":false,"usgs":true,"family":"Mahoney","given":"Holly","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":158753,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andrews, Edmund D. eandrews@usgs.gov","contributorId":3828,"corporation":false,"usgs":true,"family":"Andrews","given":"Edmund","email":"eandrews@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":158749,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Emmett, William W.","contributorId":68715,"corporation":false,"usgs":true,"family":"Emmett","given":"William","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":158755,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Leopold, Luna Bergere","contributorId":93884,"corporation":false,"usgs":true,"family":"Leopold","given":"Luna","email":"","middleInitial":"Bergere","affiliations":[],"preferred":false,"id":158752,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Meade, Robert H. 0000-0002-4965-3040 rhmeade@usgs.gov","orcid":"https://orcid.org/0000-0002-4965-3040","contributorId":2744,"corporation":false,"usgs":true,"family":"Meade","given":"Robert","email":"rhmeade@usgs.gov","middleInitial":"H.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":158754,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Myrick, Robert M.","contributorId":24345,"corporation":false,"usgs":true,"family":"Myrick","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":158751,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Nordin, Carl F.","contributorId":68297,"corporation":false,"usgs":true,"family":"Nordin","given":"Carl","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":158750,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":17112,"text":"ofr76313 - 1976 - Field trip to Nevada test site","interactions":[],"lastModifiedDate":"2012-02-02T00:07:18","indexId":"ofr76313","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":"76-313","title":"Field trip to Nevada test site","docAbstract":"Two road logs guide the reader through the geologic scene from Las Vegas to Mercury and from Mercury through eight stops on the Nevada Test Site. Maps and cross sections depict the geology and hydrology of the area. Included among the tables is one showing the stratigraphic units in the southwestern Nevada volcanic field and another that lists the geologic maps covering the Nevada Test Site and vicinity. The relation of the geologic environment to nuclear-explosion effects is alluded to in brief discussions of collapse, surface subsidence, and cratering resulting from underground nuclear explosions.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76313","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Field trip to Nevada test site: U.S. Geological Survey Open-File Report 76-313, iii, 64 p. (1 folded) :ill. ;28 cm., https://doi.org/10.3133/ofr76313.","productDescription":"iii, 64 p. (1 folded) :ill. ;28 cm.","costCenters":[],"links":[{"id":150185,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0313/report-thumb.jpg"},{"id":46236,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0313/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8924","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":529007,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9023,"text":"ofr76550 - 1976 - Geochemical and hydrologic data for wells and springs in thermal-spring areas of the Appalachians","interactions":[],"lastModifiedDate":"2012-02-02T00:06:01","indexId":"ofr76550","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":"76-550","title":"Geochemical and hydrologic data for wells and springs in thermal-spring areas of the Appalachians","docAbstract":"Current interest in geothermal potential of thermal-spring areas in the Appalachians makes all data on thermal springs and wells in these areas valuable. Presented here without interpretive comment are maps showing selected springs and wells and tables of physical and chemical data pertaining to these wells and springs. The chemical tables show compositions of gases (oxygen, nitrogen, argon, methane, carbon dioxide, and helium), isotope contents (tritium, carbon (13), and oxygen (18)), trace and minor element Chemical data, and the usual complete chemical data.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76550","usgsCitation":"Hobba, W., Chemerys, J., Fisher, D., and Pearson, F.J., 1976, Geochemical and hydrologic data for wells and springs in thermal-spring areas of the Appalachians: U.S. Geological Survey Open-File Report 76-550, 34 leaves :maps ;29 cm., https://doi.org/10.3133/ofr76550.","productDescription":"34 leaves :maps ;29 cm.","costCenters":[],"links":[{"id":140755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0550/report-thumb.jpg"},{"id":36653,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0550/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6f1","contributors":{"authors":[{"text":"Hobba, W.A.","contributorId":24781,"corporation":false,"usgs":true,"family":"Hobba","given":"W.A.","affiliations":[],"preferred":false,"id":158798,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chemerys, J.C.","contributorId":94293,"corporation":false,"usgs":true,"family":"Chemerys","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":158800,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fisher, D.W.","contributorId":77519,"corporation":false,"usgs":true,"family":"Fisher","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":158799,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pearson, F. J. Jr.","contributorId":7696,"corporation":false,"usgs":true,"family":"Pearson","given":"F.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":158797,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":3771,"text":"cir743 - 1976 - Land and natural resource information and some potential environmental effects of surface mining of coal in the Gillette area, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:05:32","indexId":"cir743","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"743","title":"Land and natural resource information and some potential environmental effects of surface mining of coal in the Gillette area, Wyoming","docAbstract":"Campbell County, along the east margin of the Powder River Basin in northeastern Wyoming, contains more coal than any other county in the United States. The principal deposit is the Wyodak-Anderson coal bed. The bed is 50-100 feet (15-30 meters) thick over large areas, lies less than 200 feet (60 meters) deep in a north-south trending strip nearly 100 miles (161 kilometers) long and 2-3 miles (3-5 kilometers) wide, and contains an estimated 15 billion tons (13.6 billion metric tons) of sub-bituminous, low-sulfur coal that is presently considered to be accessible to surface mining. Extensive mining of this deposit has the potential for causing a variety of environmental impacts and has been a matter of much public concern and debate in recent years. \r\n\r\nAn integrated program of geologic, hydrologic, geochemical, and related studies by the U.S. Geological Survey in central Campbell County provides basic information about the land and its resources, including (1) characteristics of the landscape, (2) properties of rocks and surface materials, (3) depth and thickness of coal, (4) streamflow, (5) depth to ground water, (6) quality of ground water, (7) sediment yield, (8) concentrations of trace elements in soils, rocks, coal, vegetation, and water, and (9) current land use. The data are used to analyze and predict some of the potential environmental effects of surface mining, such as the extent of land disturbance, nature and degree of landscape modification, and disruption of surface-water and ground-water systems. Advance knowledge and understanding of these and other problems are useful in the planning and regulation of future leasing, mining, reclamation, and related activities.","language":"ENGLISH","publisher":"U.S. Dept. of Interior, Geological Survey : distributed by Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/cir743","usgsCitation":"Keefer, W.R., and Hadley, R.F., 1976, Land and natural resource information and some potential environmental effects of surface mining of coal in the Gillette area, Wyoming: U.S. Geological Survey Circular 743, vi, 27 p. :ill., maps ;26 cm. , https://doi.org/10.3133/cir743.","productDescription":"vi, 27 p. :ill., maps ;26 cm. ","costCenters":[],"links":[{"id":124502,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0743/report-thumb.jpg"},{"id":30838,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0743/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b12d5","contributors":{"authors":[{"text":"Keefer, William Richard","contributorId":12024,"corporation":false,"usgs":true,"family":"Keefer","given":"William","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":147572,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hadley, R. F.","contributorId":27028,"corporation":false,"usgs":true,"family":"Hadley","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":147573,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17256,"text":"ofr76471 - 1976 - Hydrology of the solid waste burial ground as related to potential migration of radionuclides, Idaho National Engineering Laboratory","interactions":[],"lastModifiedDate":"2012-02-02T00:07:15","indexId":"ofr76471","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":"76-471","title":"Hydrology of the solid waste burial ground as related to potential migration of radionuclides, Idaho National Engineering Laboratory","docAbstract":"A study was made (1970-1974) to evaluate the geohydrologic and geochemical controls on subsurface migration of radionuclides from pits and trenches in the Idaho National Engineering Laboratory (INEL) solid waste burial ground and to determine the existence and extent of radionuclide migration from the burial ground. A total of about 1,700 sediment, rock, and water samples were collected from 10 observation wells drilled in and near the burial ground of Idaho National Engineering Laboratory, formerly the National Reactor Testing Station (NRTS). Within the burial ground area, the subsurface rocks are composed principally of basalt. Wind- and water-deposited sediments occur at the surface and in beds between the thicker basalt zones. Two principal sediment beds occur at about 110 feet and 240 feet below the land surface. The average thickness of the surficial sedimentary layer is about 15 feet while that of the two principal subsurface layers is 13 and 14 feet, respectively. The water table in the aquifer beneath the burial ground is at a depth of about 580 feet. Fission, activation, and transuranic elements were detected in some of the samples from the 110- and 240-foot sedimentary layers. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nNTIS,","doi":"10.3133/ofr76471","usgsCitation":"Barraclough, J.T., Robertson, J., Janzer, V., and Saindon, L., 1976, Hydrology of the solid waste burial ground as related to potential migration of radionuclides, Idaho National Engineering Laboratory: U.S. Geological Survey Open-File Report 76-471, ix, 183, [2] p. :ill. ;28 cm.; (199 p. - PGS), https://doi.org/10.3133/ofr76471.","productDescription":"ix, 183, [2] p. :ill. ;28 cm.; (199 p. - PGS)","costCenters":[],"links":[{"id":149126,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc7b5","contributors":{"authors":[{"text":"Barraclough, Jack T.","contributorId":8822,"corporation":false,"usgs":true,"family":"Barraclough","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":175627,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robertson, J.B.","contributorId":85173,"corporation":false,"usgs":true,"family":"Robertson","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":175629,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Janzer, V.J.","contributorId":31777,"corporation":false,"usgs":true,"family":"Janzer","given":"V.J.","affiliations":[],"preferred":false,"id":175628,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Saindon, L.G.","contributorId":103281,"corporation":false,"usgs":false,"family":"Saindon","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":175630,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":3811,"text":"cir715D - 1976 - Hydrologic analysis and river-quality data programs","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir715D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"715","chapter":"D","title":"Hydrologic analysis and river-quality data programs","docAbstract":"For nearly half a century the Willamette River in Oregon experienced severe dissolved-oxygen problems related to large loads of organically rich waste waters from industries and municipalities. Since the mid-1950 's dissolved oxygen quality has gradually improved owing to low-flow augmentation, the achievement of basinwide secondary treatment, and the use of other waste-management practices. As a result, summer dissolved-oxygen levels have increased, salmon runs have returned, and the overall effort is widely regarded as a singular water-quality success. To document the improved dissolved-oxygen regimen, the U.S. Geological Survey conducted intensive studies of the Willamette during the summer low-flow seasons of 1973 and 1974. During each summer the mean daily dissolved-oxygen levels were found to be higher than 5 milligrams per liter throughout the river. Because of the basinwide secondary treatment, carbonaceous deoxygenation rates were low. In addition, almost half of the biochemical oxygen demand entering the Willamette was from diffuse (nonpoint) sources rather than outfalls. These results indicated that point-source biochemical oxygen demand was no longer the primary cause of dissolved-oxygen depletion. Instead, the major causes of deoxygenation were nitrification in a shallow ' surface active ' reach below Salem and an anomalous oxygen demand (believed to be primarily of benthal origin) in Portland Harbor. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/cir715D","usgsCitation":"Hines, W.G., Rickert, D.A., and McKenzie, S.W., 1976, Hydrologic analysis and river-quality data programs: U.S. Geological Survey Circular 715, v, p D1-D20, ill., map ;28 cm. , https://doi.org/10.3133/cir715D.","productDescription":"v, p D1-D20, ill., map ;28 cm. ","costCenters":[],"links":[{"id":123895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0715d/report-thumb.jpg"},{"id":30881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0715d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611bfa","contributors":{"authors":[{"text":"Hines, Walter G.","contributorId":100360,"corporation":false,"usgs":true,"family":"Hines","given":"Walter","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":147649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rickert, David A.","contributorId":80247,"corporation":false,"usgs":true,"family":"Rickert","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":147648,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147647,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":8979,"text":"ofr76650 - 1976 - Hydrologic interpretation of geophysical data from the southeastern Hueco Bolson, El Paso, and Hudspeth Counties, Texas","interactions":[],"lastModifiedDate":"2017-03-06T15:22:39","indexId":"ofr76650","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":"76-650","title":"Hydrologic interpretation of geophysical data from the southeastern Hueco Bolson, El Paso, and Hudspeth Counties, Texas","docAbstract":"

Airborne-electromagnetic and earth-resistivity surveys were used to explore for fresh ground water in the Hueco Bolson southeast of El Paso, Texas. Aerial surveys were made along about 500 miles (800 km) of flight line, and 67 resistivity soundings were made along 110 miles (180 km) of profile. The surveys did not indicate the presence of any large bodies of fresh ground water, but several areas may be underlain by small to moderate amounts of fresh to slightly saline water.

The material underlying the flood plain of the Rio Grande is predominantly clay or sand of low resistivity. Along a band on the mesa next to and parallel to the flood plain, more resistive material composed partly of deposits of an ancient river channel extends to depths of about 400 to 1,700 feet (120 to 520 m). Locally, the lower part of this more resistive material is saturated with fresh to slightly saline water. The largest body of fresh to slightly saline ground water detected in this study is between Fabens and Tornillo, Texas, mostly in the sandhill area between the flood plain and the mesa. Under assumed conditions, the total amount of water in storage may be as much as 400,000 to 800,000 acre-feet (500 million to 1 billion m ).

The resistivity data indicate that the deep artesian zone southwest of Fabens extends from a depth of about 1,200 feet (365 m) to about 2,800 feet (855 m).

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76650","usgsCitation":"Gates, J.S., and Stanley, W.D., 1976, Hydrologic interpretation of geophysical data from the southeastern Hueco Bolson, El Paso, and Hudspeth Counties, Texas: U.S. Geological Survey Open-File Report 76-650, iii, 37 p., https://doi.org/10.3133/ofr76650.","productDescription":"iii, 37 p.","numberOfPages":"44","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":142407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0650/report-thumb.jpg"},{"id":36626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0650/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606a68","contributors":{"authors":[{"text":"Gates, Joseph Spencer","contributorId":108089,"corporation":false,"usgs":true,"family":"Gates","given":"Joseph","email":"","middleInitial":"Spencer","affiliations":[],"preferred":false,"id":158656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stanley, W. D.","contributorId":86756,"corporation":false,"usgs":true,"family":"Stanley","given":"W.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":158655,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9036,"text":"ofr76549 - 1976 - Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr76549","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":"76-549","title":"Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado","docAbstract":"This report summarizes the hydrologic studies related to coal development being conducted by the U.S. Geological Survey in the State of Colorado. The objective of the hydrologic data-acquisition program is to collect surface-water quality and quantity data and ground-water level records. These data are needed to define predevelopment conditions and to monitor the effects of construction and operation of coal mines and waste-disposal areas. Data-acquisition activities related to coal development in Colorado have concentrated on the Yampa River basin. A description of the hydrologic data-acquisition activities, including parameters collected and frequency of collection, precedes the summaries of the three interpretive studies currently in progress. Each study summary consists of the project title, definition of the problem being studied, objective of the study, approach of the study, and when known, the schedule for completion of the study and proposed report products resulting from the study. (Woodard-USGS)","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/ofr76549","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado: U.S. Geological Survey Open-File Report 76-549, iv, 22 p. :maps ;28 cm., https://doi.org/10.3133/ofr76549.","productDescription":"iv, 22 p. :maps ;28 cm.","costCenters":[],"links":[{"id":142852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605283","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":528883,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68296,"text":"ha581 - 1976 - Teton Dam flood of June 1976, Pingree quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:41:37","indexId":"ha581","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":"581","title":"Teton Dam flood of June 1976, Pingree 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 Pingree quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha581","usgsCitation":"Hubbard, L.L., and Bartells, J.H., 1976, Teton Dam flood of June 1976, Pingree quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 581, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha581.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89723,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/581/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Pingree Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.625,43.0 ], [ -112.625,43.125 ], [ -112.5,43.125 ], [ -112.5,43.0 ], [ -112.625,43.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683c78","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277983,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartells, John H.","contributorId":54240,"corporation":false,"usgs":true,"family":"Bartells","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}