{"pageNumber":"2094","pageRowStart":"52325","pageSize":"25","recordCount":68919,"records":[{"id":65706,"text":"i1494 - 1983 - High resolution controlled photomosaics of Io","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1494","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1494","subseriesTitle":"NONE","title":"High resolution controlled photomosaics of Io","language":"ENGLISH","doi":"10.3133/i1494","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, High resolution controlled photomosaics of Io: U.S. Geological Survey IMAP 1494, 3 remote sensing images on 1 sheet ;57 x 79 cm. and smaller, sheet 129 x 90 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1494.","productDescription":"3 remote sensing images on 1 sheet ;57 x 79 cm. and smaller, sheet 129 x 90 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":115038,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1494/report.pdf","size":"25","linkFileType":{"id":1,"text":"pdf"}},{"id":115039,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1494/plate-1.pdf","size":"18482","linkFileType":{"id":1,"text":"pdf"}},{"id":190262,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1494/report-thumb.jpg"}],"scale":"16354349","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635ad3","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":534083,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8449,"text":"ofr83550 - 1983 - Nonparametric tests for trends in water-quality data using the statistical analysis system","interactions":[],"lastModifiedDate":"2016-06-01T15:43:25","indexId":"ofr83550","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-550","title":"Nonparametric tests for trends in water-quality data using the statistical analysis system","docAbstract":"<p>Two nonparametric procedures to test for trends in water-quality data (SEASKEN AND SEASRS) have been developed for the Statistical Analysis System* (SAS). The procedure SEASKEN tests for a monotonic trend in time by a modified form of Kendall's tau, the Seasonal Kendall test. The procedure SEASRS tests for a step trend between two different periods in a time series using a modified form of the Wilcoxon (Mann-Whitney) rank sum test, the Mann-WhitneyWilcoxon rank sum test for seasonal data. Examples are presented using the two procedures. The source code and user's guide for each of the two procedures are also presented.</p>\n<p>Procedures for flow adjusting water-quality data by the SAS procedures REG and SYSREG and techniques for plotting water-quality data as a time series by the SAS procedure PLOT are presented.</p>\n<p>Additionally, examples are presented to demonstrate the use of the U.S. Geological Survey procedures QWRETR, DVRETR, QWSAS, and DVINPUT to retrieve data from the Geological Survey WATSTORE system and make it available to SAS.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83550","usgsCitation":"Crawford, C.G., Slack, J.R., and Hirsch, R.M., 1983, Nonparametric tests for trends in water-quality data using the statistical analysis system: U.S. Geological Survey Open-File Report 83-550, iv, 102 p., https://doi.org/10.3133/ofr83550.","productDescription":"iv, 102 p.","numberOfPages":"106","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":140525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0550/report-thumb.jpg"},{"id":36022,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0550/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684672","contributors":{"authors":[{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":157734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slack, James R.","contributorId":43778,"corporation":false,"usgs":true,"family":"Slack","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157736,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hirsch, Robert M. 0000-0002-4534-075X rhirsch@usgs.gov","orcid":"https://orcid.org/0000-0002-4534-075X","contributorId":2005,"corporation":false,"usgs":true,"family":"Hirsch","given":"Robert","email":"rhirsch@usgs.gov","middleInitial":"M.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":502,"text":"Office of Surface Water","active":true,"usgs":true},{"id":37316,"text":"WMA - Integrated Information Dissemination Division","active":true,"usgs":true}],"preferred":true,"id":157735,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":43728,"text":"ofr83569 - 1983 - Land use series, Ely [quadrangle], Nevada-Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:04:52","indexId":"ofr83569","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-569","title":"Land use series, Ely [quadrangle], Nevada-Utah","language":"ENGLISH","doi":"10.3133/ofr83569","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Land use series, Ely [quadrangle], Nevada-Utah: U.S. Geological Survey Open-File Report 83-569, maps :photocopy ;45 x 67 cm., https://doi.org/10.3133/ofr83569.","productDescription":"maps :photocopy ;45 x 67 cm.","costCenters":[],"links":[{"id":134908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a0ef","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":531329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8713,"text":"ofr83597 - 1983 - Landslide investigations, southern Cianjur Regency, West Java Province, Indonesia; a progress report","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr83597","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-597","title":"Landslide investigations, southern Cianjur Regency, West Java Province, Indonesia; a progress report","docAbstract":"Two landslide-monitoring sites have been established for a minimum 2-year investigation near the villages of Pasirpari and Cibacang in southern Cianjur Regency, West Java, Indonesia. Surveyed-in lines will measure amounts of surface movement and tilt, borings that produced exploratory cores now serve as slip-surface detectors and open-pipe piezometers, and rain gages will record rainfall at both sites. \r\n\r\nExploratory cores and field observations located upper slip surfaces ranging in depth between 4 and 14 m. Rises of borehole-water levels of as much as 63 cm during drilling suggest that pore pressures exist at the inferred-slip surfaces. Sliding along slip surfaces and slope failures occurred during the rainy season between November 1980 and April 1981.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83597","usgsCitation":"Ege, J.R., 1983, Landslide investigations, southern Cianjur Regency, West Java Province, Indonesia; a progress report: U.S. Geological Survey Open-File Report 83-597, ii, 27 p.  ill., maps ;28 cm., https://doi.org/10.3133/ofr83597.","productDescription":"ii, 27 p.  ill., maps ;28 cm.","costCenters":[],"links":[{"id":143392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0597/report-thumb.jpg"},{"id":36290,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0597/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab591","contributors":{"authors":[{"text":"Ege, John R.","contributorId":69534,"corporation":false,"usgs":true,"family":"Ege","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":158197,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19624,"text":"ofr83932 - 1983 - Water-resources investigations of the U.S. Geological Survey in Kansas; fiscal years 1981 and 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr83932","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-932","title":"Water-resources investigations of the U.S. Geological Survey in Kansas; fiscal years 1981 and 1982","docAbstract":"One of the primary missions of the U.S. Geological Survey in Kansas is to investigate the occurrence, quantity, quality, distribution, and movement of surface and groundwater throughout the State. Primary activities include the systematic collection, analysis, and interpretation of hydrologic data, evaluation of water demands, and water-resources research. Hydrologic investigations are conducted through four basic types of projects: (1) data-collection programs, (2) local or areal investigations, (3) statewide or regional investigations, and (4) research projects. These projects are funded through cooperative agreements with State and local agencies, transfer of funds from other Federal agencies, and direct Federal funds. Forty-two water-related projects were funded during fiscal years 1981 and 1982 in Kansas. This report describes for each of these water-resources investigations the problem that initiated the study, the objectives of the project, and the approach designed to achieve this objective. Information on data-collection stations in Kansas is presented in maps and tables. A list of reports approved for publication by the U.S. Geological Survey, its cooperators, or technical and scientific organizations during fiscal years 1981 and 1982 is also provided. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83932","usgsCitation":"Kenny, J.F., and Combs, L., 1983, Water-resources investigations of the U.S. Geological Survey in Kansas; fiscal years 1981 and 1982: U.S. Geological Survey Open-File Report 83-932, iv, 91 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83932.","productDescription":"iv, 91 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0932/report-thumb.jpg"},{"id":49099,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0932/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb35","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":181233,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Combs, L. J.","contributorId":25133,"corporation":false,"usgs":true,"family":"Combs","given":"L. J.","affiliations":[],"preferred":false,"id":181232,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30562,"text":"wri824089 - 1983 - Hydrogeology of the Sarasota-Port Charlotte area, Florida","interactions":[],"lastModifiedDate":"2023-01-04T20:59:48.947233","indexId":"wri824089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4089","title":"Hydrogeology of the Sarasota-Port Charlotte area, Florida","docAbstract":"<p>The surficial and intermediate aquifers are the major source of public water supplies in the Sarasota-Port Charlotte, Florida, area because of the relatively poor quality of Floridan aquifer water. The hydrogeologic framework consists of the surficial aquifer, intermediate aquifers (Tamiami-upper Hawthorn and lower Hawthorn-upper Tampa aquifers) and confining beds, Floridan aquifer, and lower confining bed (or base of the Floridan aquifer). The quality of ground water in the surficial and intermediate aquifers is generally good, except in the western (coastal) and southern parts where saltwater intrusion or incomplete flushing of connate water has occurred. The mineral content of ground water generally increases with depth and areally from the northeast towards the west and south. A water budget for the study area shows that an average annual rainfall of 51.0 inches minus an evapotranspiration of 38.0 inches per year and streamflow of 12.5 inches per year leaves 0.5 inch per year of recharge to the surficial aquifer. Combined pumpage from the aquifers is 1.06 inches per year. A preliminary quasi-time dimensional model has been applied to the study area to check the reasonableness of the hydrogeologic framework defined and of aquifer parameters. The model was considered calibrated when the final head matrix was within plus or minus 5 feet of the starting head.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824089","usgsCitation":"Wolansky, R., 1983, Hydrogeology of the Sarasota-Port Charlotte area, Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4089, vi, 48 p., https://doi.org/10.3133/wri824089.","productDescription":"vi, 48 p.","costCenters":[],"links":[{"id":411383,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35600.htm","linkFileType":{"id":5,"text":"html"}},{"id":59327,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4089/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123470,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4089/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Sarasota-Port Charlotte area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.55,\n              27.383\n            ],\n            [\n              -82.55,\n              26.75\n            ],\n            [\n              -81.667,\n              26.75\n            ],\n            [\n              -81.667,\n              27.383\n            ],\n            [\n              -82.55,\n              27.383\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc39a","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203459,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43920,"text":"ofr83115 - 1983 - Land use and land cover and associated maps for Sherman, Texas; Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:11:05","indexId":"ofr83115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-115","title":"Land use and land cover and associated maps for Sherman, Texas; Oklahoma","language":"ENGLISH","doi":"10.3133/ofr83115","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Land use and land cover and associated maps for Sherman, Texas; Oklahoma: U.S. Geological Survey Open-File Report 83-115, maps :photocopy ;45 x 75 cm., https://doi.org/10.3133/ofr83115.","productDescription":"maps :photocopy ;45 x 75 cm.","costCenters":[],"links":[{"id":169244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af06d","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":531468,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66199,"text":"i856J - 1983 - Well yields and chemical quality of water from water-table aquifers in the greater Denver area, Front Range urban corridor, Colorado","interactions":[],"lastModifiedDate":"2025-08-13T17:47:22.743757","indexId":"i856J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"856","chapter":"J","title":"Well yields and chemical quality of water from water-table aquifers in the greater Denver area, Front Range urban corridor, Colorado","docAbstract":"<p>Knowledge of the well yields and chemical quality of water from water-table aquifers is useful to State and local officials in making decisions on land use and in locating water supplies in the rapidly urbanizing greater Denver are. This report presents the results of a 2-year investigation to obtain this knowledge and to relate the results to urban planning in the greater Denver area. The report is one of a series of geologic and hydrologic reports prepared by the U.S. Geological Survey to demonstrate the usefulness of Earth-science information in urban planning.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i856J","usgsCitation":"Hillier, D.E., Schneider, P.A., and Hutchinson, E., 1983, Well yields and chemical quality of water from water-table aquifers in the greater Denver area, Front Range urban corridor, Colorado: U.S. Geological Survey IMAP 856, Cover sheet: 1 p.; 2 Plates: 36.32 x 33.61 inches and 37.61 x 33.20 inches, https://doi.org/10.3133/i856J.","productDescription":"Cover sheet: 1 p.; 2 Plates: 36.32 x 33.61 inches and 37.61 x 33.20 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":494045,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9747.htm","linkFileType":{"id":5,"text":"html"}},{"id":255696,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0856j/report-thumb.jpg"},{"id":255695,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0856j/report.pdf","text":"Cover sheet","size":"27.58 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Cover sheet"},{"id":255694,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0856j/plate-2.pdf","text":"Plate 2","size":"16.90 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 2"},{"id":255693,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0856j/plate-1.pdf","text":"Plate 1","size":"15.71 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"}],"country":"United States","state":"Colorado","city":"Denver","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.625,\n              39.375\n            ],\n            [\n              -104.625,\n              40\n            ],\n            [\n              -105.375,\n              40\n            ],\n            [\n              -105.375,\n              39.375\n            ],\n            [\n              -104.625,\n              39.375\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b03","contributors":{"authors":[{"text":"Hillier, D. E.","contributorId":78386,"corporation":false,"usgs":true,"family":"Hillier","given":"D.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":274151,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, P. A. Jr.","contributorId":18771,"corporation":false,"usgs":true,"family":"Schneider","given":"P.","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":274149,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hutchinson, E. C.","contributorId":26373,"corporation":false,"usgs":true,"family":"Hutchinson","given":"E. C.","affiliations":[],"preferred":false,"id":274150,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8586,"text":"ofr83500 - 1983 - Survey of helium in natural water wells and springs in southwest Montana and Imperial Valley, California; Part V, Jan. 1-Dec. 31, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:09","indexId":"ofr83500","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-500","title":"Survey of helium in natural water wells and springs in southwest Montana and Imperial Valley, California; Part V, Jan. 1-Dec. 31, 1982","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83500","usgsCitation":"Doering, W.P., and Friedman, I., 1983, Survey of helium in natural water wells and springs in southwest Montana and Imperial Valley, California; Part V, Jan. 1-Dec. 31, 1982: U.S. Geological Survey Open-File Report 83-500, 32 p. ill., map ;28 cm., https://doi.org/10.3133/ofr83500.","productDescription":"32 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":141051,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0500/report-thumb.jpg"},{"id":36181,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0500/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688689","contributors":{"authors":[{"text":"Doering, Willis P.","contributorId":9650,"corporation":false,"usgs":true,"family":"Doering","given":"Willis","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":157986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Friedman, Irving","contributorId":90664,"corporation":false,"usgs":true,"family":"Friedman","given":"Irving","email":"","affiliations":[],"preferred":false,"id":157987,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25711,"text":"wri834109 - 1983 - Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4109","title":"Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","docAbstract":"About 93 percent of the Nation 's estimated 30 billion barrels of crude oil in tar sand deposits is in 11 tar-sand deposits in eastern Utah that were chosen for leasing by the Federal government. The Tar Sand Triangle area, which contains about 15 billion barrels of oil, is the largest. This area and the Sunnyside and P R Springs areas contain more than three-fourths of the Utah reserves. About 88,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 365,000 barrels per day. At this rate, most of the recoverable oil would be mined within 30 years. About 22,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 83,000 barrels per day. Impacts on local hydrology would be greatest in the Tar Sand Triangle, Sunnyside, and P R Springs areas. Impacts could be minimized with proper construction of surface facilities to decrease erosion, sediment transport, and impoundment of mining and retort water. Increases in salinity of the Colorado River at Imperial Dam, Ariz.-Calif., could be about 3 milligrams per liter, with a peak of 9 milligrams per liter, for a 365 ,000-barrel-per-day industry and less than 1 milligram per liter , with a peak of 2 milligrams per liter, for an 83 ,000-barrel-per-day industry. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834109","usgsCitation":"Lindskov, K., 1983, Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4109, x, 130 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834109.","productDescription":"x, 130 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123362,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4109/report-thumb.jpg"},{"id":54471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c09e","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":194758,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25715,"text":"wri834238 - 1983 - Precipitation-runoff modeling system; user's manual","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4238","title":"Precipitation-runoff modeling system; user's manual","docAbstract":"The concepts, structure, theoretical development, and data requirements of the precipitation-runoff modeling system (PRMS) are described. The precipitation-runoff modeling system is a modular-design, deterministic, distributed-parameter modeling system developed to evaluate the impacts of various combinations of precipitation, climate, and land use on streamflow, sediment yields, and general basin hydrology. Basin response to normal and extreme rainfall and snowmelt can be simulated to evaluate changes in water balance relationships, flow regimes, flood peaks and volumes, soil-water relationships, sediment yields, and groundwater recharge. Parameter-optimization and sensitivity analysis capabilites are provided to fit selected model parameters and evaluate their individual and joint effects on model output. The modular design provides a flexible framework for continued model system enhancement and hydrologic modeling research and development. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834238","usgsCitation":"Leavesley, G., Lichty, R., Troutman, B., and Saindon, L., 1983, Precipitation-runoff modeling system; user's manual: U.S. Geological Survey Water-Resources Investigations Report 83-4238, vii, 207 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834238.","productDescription":"vii, 207 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4238/report-thumb.jpg"},{"id":54474,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f67","contributors":{"authors":[{"text":"Leavesley, G.H.","contributorId":93895,"corporation":false,"usgs":true,"family":"Leavesley","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":194774,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lichty, R.W.","contributorId":46987,"corporation":false,"usgs":true,"family":"Lichty","given":"R.W.","affiliations":[],"preferred":false,"id":194772,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Troutman, B.M.","contributorId":73638,"corporation":false,"usgs":true,"family":"Troutman","given":"B.M.","email":"","affiliations":[],"preferred":false,"id":194773,"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":194775,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25716,"text":"wri834060 - 1983 - A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","interactions":[],"lastModifiedDate":"2017-01-27T08:42:17","indexId":"wri834060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4060","title":"A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","docAbstract":"Water-quality, bottom-material, suspended-sediment, and current-velocity data were collected during November 1981 in Kings Bay and vicinity to provide information on the sources and transport of estuarine sediments. Kings Bay and Cumberland Sound , the site of the Poseidon Submarine Base in southeast Georgia, are experiencing high rates of sediment deposition and accumulation, which are causing serious navigational and operational problems. Velocity, bathymetry, turbidity, and bottom-material data suggest that the area in the vicinity of lower Kings Bay is accumulating deposits of suspended sediment transported from Cumberland Sound on the floodtide and from upper Kings Bay and the tidal marsh drained by Marianna Creek on the ebbtide. Suspended-sediment discharges computed for consecutive 13-hour ebbtides and floodtides showed that a net quantity of suspended sediment was transported seaward from upper Kings Bay and Marianna Creek. A net landward transport of suspended sediment computed at the St. Marys Entrance indicated areas seaward of St. Marys Entrance may be supplying sediment to the shoaling areas of the estuary, including lower Kings Bay. 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B.","contributorId":25577,"corporation":false,"usgs":true,"family":"McConnell","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":194776,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":194779,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hale, T.W.","contributorId":43763,"corporation":false,"usgs":true,"family":"Hale","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":194777,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Buell, G. R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194778,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25718,"text":"wri834013 - 1983 - Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4013","title":"Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","docAbstract":"Bed rock in the Rock Island area of northeastern Le Flore County in southeastern Oklahoma consists of shale, siltstone, and sandstone of the McAlester, Hartshorne, and Atoka Formations of Pennsylvanian age. The area is on the south flank of the Backbone anticline; the rocks dip to the south at 5o-45o. Alluvium along James Fork consists of sandy and clayey silt and may be as much as 30 feet thick.\r\nWater in bedrock is under artesian conditions. The depth to water in most wells is less than 20 feet below the surface; a few wells flow. Yields of most wells probably are less than 5 gallons per minute. Water from nine wells was a sodium carbonate or sodium mixed anion type; dissolved-solids concentrations ranged from 294 to 1,250 milligrams per liter. No relationship between variations in chemistry of ground water and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nJames Fork has flow most of the time and discharge exceeds 25 cubic feet per second about one-half the time. The mean dissolved-solids concentration in James Fork water ranged from 224 milligrams per liter near Williams, Oklahoma, to 332 milligrams per liter near Hackett, Arkansas. Water in James Fork is a calcium magnesium sulfate type about 75 percent of the time. Maximum suspended sediment discharge was 2,720 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) are the dominant sediment size.\r\n\r\nPotential hydrologic effects of surface mining for coal include: (1) Creation of additional water storage in surface-mine ponds, (2) changes in rock permeability and ground-water storage, (3) changes in runoff and streamflow characteristics, (4) changes in drainage patterns, and (5) changes in the chemical quality and sediment load of James Fork. Although mining may increase the quantities of sediment and dissolved minerals added to James Fork, detection of these increases would be difficult because the potentially mineable area is very small in proportion to the total area of the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834013","usgsCitation":"Marcher, M., 1983, Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4013, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834013.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4013/report-thumb.jpg"},{"id":54480,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54481,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54482,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54483,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca7e","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194784,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25719,"text":"wri824099 - 1983 - Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri824099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4099","title":"Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","docAbstract":"Bed rock in the Stigler area of southeastern Oklahoma consists principally of shale, siltstone, and sandstone of the McAlester, Savanna, and Boggy Formations of Pennsylvanian age. These rocks have been folded to form the Stigler syncline on the north and the Antioch anticline on the south. An area of several square miles is underlain by terrace deposits, mostly sandy silt, as much as 25 feet thick. Alluvium along the streams is 5 to 10 feet thick and consists mainly of sandy silt. Neither the terrace deposits nor the alluvium are hydrologically significant.\r\nWater in the bedrock is under artesian conditions. Well depths range from 34 to 235 feet and average 95 feet. The water level in most wells is less than 30 feet below the land surface. Because the rocks have minimal permeability, well yields probably are less than 5 gallons per minute. Much of the area is provided with water by a rural water district. Based on specific-conductance measurements, dissolved-solids concentrations in ground water are estimated to range from 200 to 2,500 milligrams per liter. Nor relationship between variations in specific conductance and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nStreams in the area are ephemeral and extended periods of no flow can be expected. During much of the period of record, streamflow in Taloka Creek was maintained by water pumped from an active coal mine. Water upstream from the mine area had a mean dissolved-solids concentration of 72 milligrams per liter whereas water downstream from the mine area had a mean concentration of 1,323 milligrams per liter. At times, downstream concentrations of some toxic metals exceeded the standards for drinking water set by the U.S. Environmental Protection Agency. Samples of water collected from Taloka Creek since mining ceased did not have excessive concentrations of toxic metals. Maximum suspended-sediment discharge of Taloka Creek was about 1,660 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant grain size.\r\n\r\nObserved and measured effects of surface mining for coal on the hydrologic system include (1) creation of additional water storage in the surface mine pond, (2) disruption of drainage in an area of about 1 square mile, and (3) increased mineralization of water in Taloka Creek. Other possible effects include (4) changes in permeability and storage of water in mine spoil, (5) minor changes in streamflow and runoff characteristics, and (6) temporary increase in the sediment load of Taloka Creek.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri824099","usgsCitation":"Marcher, M., Huntzinger, T., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 82-4099, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824099.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4099/report-thumb.jpg"},{"id":54484,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54485,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54486,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67cb61","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194785,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":194788,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194787,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194786,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27092,"text":"wri824113 - 1983 - Estimation of natural streamflow in the Jemez River at the boundaries of Indian lands, central New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4113","title":"Estimation of natural streamflow in the Jemez River at the boundaries of Indian lands, central New Mexico","docAbstract":"Natural streamflow in the Jemez River at the boundaries of Indian lands was estimated from available streamflow records which were adjusted by estimated losses of water due to man-made changes in the hydraulic characteristics of the river basin. The average estimate annual natural streamflow is 53,180 acre-feet at the upstreams boundary of the Jemez Indian Reservation, 53 ,180 acre-feet at the Jemez--Zia Indian Reservation boundary, 55 ,440 acre-feet at the Zia--Santa Ana Indian Reservation boundary , and 46,550 acre-feet at the downstream boundary of the Santa Ana Reservation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824113","usgsCitation":"Fischer, E., and Borland, J., 1983, Estimation of natural streamflow in the Jemez River at the boundaries of Indian lands, central New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4113, v, 33 p. :maps ;28 cm., https://doi.org/10.3133/wri824113.","productDescription":"v, 33 p. :maps ;28 cm.","costCenters":[],"links":[{"id":122930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4113/report-thumb.jpg"},{"id":55958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb238","contributors":{"authors":[{"text":"Fischer, E.E.","contributorId":102480,"corporation":false,"usgs":true,"family":"Fischer","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":197540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Borland, J.P.","contributorId":101694,"corporation":false,"usgs":true,"family":"Borland","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":197539,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27057,"text":"wri834072 - 1983 - Municipal solid-waste disposal and ground-water quality in a coastal environment, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4072","title":"Municipal solid-waste disposal and ground-water quality in a coastal environment, west-central Florida","docAbstract":"Solid waste is defined along with various methods of disposal and the hydrogeologic factors to be considered when locating land-fills is presented. Types of solid waste, composition, and sources are identified. Generation of municipal solid waste in Florida has been estimated at 4.5 pounds per day per person or about 7.8 million tons per year. Leachate is generated when precipitation and ground water percolate through the waste. Gases, mainly carbon dioxide and methane, are also produced. Leachate generally contains high concentrations of dissolved organic and inorganic matter. The two typical hydrogeologic conditions in west-central Florida are (1) permeable sand overlying clay and limestone and (2) permeable sand overlying limestone. These conditions are discussed in relation to leachate migration. Factors in landfill site selection are presented and discussed, followed by a discussion on monitoring landfills. Monitoring of landfills includes the drilling of test holes, measuring physical properties of the corings, installation of monitoring wells, and water-quality monitoring. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834072","usgsCitation":"Fernandez, M., 1983, Municipal solid-waste disposal and ground-water quality in a coastal environment, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4072, v, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834072.","productDescription":"v, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120049,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4072/report-thumb.jpg"},{"id":55932,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698aa0","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27056,"text":"wri8230 - 1983 - Hydrogeology of a landfill, Pinellas County, Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:09:52","indexId":"wri8230","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-30","title":"Hydrogeology of a landfill, Pinellas County, Florida","docAbstract":"The Pinellas County landfill site is on a flat, coastal area characterized by a high water table is subject to tidal flooding. Altitudes within the study area range from 8 to 12 feet above sea level. Three geohydrologic units underlie the landfill site: a surficial aquifer about 19 feet thick composed of sand and shells; a confining bed about 35 feet thick composed of marl and clay; and the Floridan aquifer composed of limestone. The rate of lateral movement of ground water away from the site is about 1.2 feet per year; however, the rate of movement along the boundary of the landfill cells is about 20 feet per year. Vertical movement through the confining layer is about 0.005 foot per year. Landfill operations have not altered surface-water quality. Leachate migration downward into the Floridan aquifer is not indicated, but data do indicate leachate is migrating from the oldest section of the landfill site through the surficial aquifer. Peaks in concentration of selected chemical parameters and flow-rate analysis of water from trenches indicate the possibility of slug-flow leachate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri8230","usgsCitation":"Fernandez, M., 1983, Hydrogeology of a landfill, Pinellas County, Florida: U.S. Geological Survey Water-Resources Investigations Report 82-30, v, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8230.","productDescription":"v, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0030/report-thumb.jpg"},{"id":276455,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0030/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624eae","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197483,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9694,"text":"ofr83727 - 1983 - Assessment of gray whale feeding grounds and sea floor interaction in the northeastern Bering Sea","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr83727","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-727","title":"Assessment of gray whale feeding grounds and sea floor interaction in the northeastern Bering Sea","docAbstract":"A dense ampeliscid amphipod community in Chirikov Basin and around St. Lawrence Island in the northeastern Bering Sea has been outlined by summarizing biological studies, analyzing bioturbation in sediment samples, and examining sea floor photos and videotapes. The amphipod population is associated with a homogeneous, relict fine-grained sand body 0.10-1.5 m thick that is deposited during the marine transgression over the Bering land bridge 8,000-10,000 yr B.P. Modern current and water mass movements and perhaps whale feeding activity prevent modern deposition in this area. \r\n\r\nThe distribution of the transgressive sand sheet, associated amphipod community and feeding gray whales mapped by aerial survey correlate closely with three types of sea-floor pits observed on high (500 kHz) and low (105 kHz) resolution side-scan sonar; they are attributed to gray whale feeding traces and their subsequent current scour modification. The fresh and modified feeding pits are present in 22,000 km2 of the basin and they cover a total of 2 to 18% of the sea floor in different areas of the feeding region. The smallest size class of pits approximates whale mouth gape size and is assumed to represent fresh whale feeding pits. Fresh feeding disturbance of the sea floor is estimated to average about 5.7% for a full feeding season. Combined with information that 34% of the measured benthic biomass is amphipod prey species, and calculating the number of gray whale feeding days in the Alaskan waters plus amount consumed per day, it can be estimated that Chirikov Basin, 2% of the feeding area, supplies a minimum of 5.3 to 7.1% of the gray whale's food resource in the Bering Sea and Arctic Ocean. If a maximum of 50% of the fresh feeding features are assumed to be missed because they parallel side-scan beam paths, then a maximum whale food resource of 14.2% is possible in northeastern Bering Sea. Because of side-scan techniques and possible higher amphipod biomass estimates, a reasonable minimum estimate of the total whale food resource in northeastern Bering Sea is 10%. \r\n\r\nThese data show that side-scan sonar is a powerful new technique for analyzing marine mammal benthic feeding grounds. Sonographs reveal that the gray whales profoundly disturb the substrate and initiate substantial further erosion by bottom currents, all of which enhances productivity of the prey species and results in a 'farming of the sea floor'. In turn, because of the high concentration of whale prey species in a prime feeding ground that is vulnerable to the development of petroleum and mining for sand, great care is required in the exploitation of these resources in the Chirikov Basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83727","usgsCitation":"Nelson, C., Johnson, K., and Barber, J., 1983, Assessment of gray whale feeding grounds and sea floor interaction in the northeastern Bering Sea: U.S. Geological Survey Open-File Report 83-727, 112 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr83727.","productDescription":"112 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":141014,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0727/report-thumb.jpg"},{"id":37413,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0727/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f9e","contributors":{"authors":[{"text":"Nelson, C.H.","contributorId":88346,"corporation":false,"usgs":true,"family":"Nelson","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":160141,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, K.R.","contributorId":28599,"corporation":false,"usgs":true,"family":"Johnson","given":"K.R.","email":"","affiliations":[],"preferred":false,"id":160140,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Barber, John H.","contributorId":90305,"corporation":false,"usgs":true,"family":"Barber","given":"John H.","affiliations":[],"preferred":false,"id":160142,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3429,"text":"cir910 - 1983 - Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:33","indexId":"cir910","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"910","title":"Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations","docAbstract":"Ten- to 15-year water-quality records from a network of headwater sampling stations show small declines in stream sulfate concentrations at stations in the northeastern quarter of the Nation and small increases in sulfate at most southeastern and western sites. The regional pattern of stream sulfate trends is similar to that reported for trends in S02 emissions to the atmosphere during the same period. Trends in the ratio of alkalinity to total major cation concentrations at the stations follow an inverse pattern of small increases in the Northeast and small, but widespread decreases elsewhere. The undeveloped nature of the sampled basins and the magnitude and direction of observed changes in relation to SO2 emissions support the hypothesis that the observed patterns in water quality trends reflect regional changes in the rates of acid deposition.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir910","usgsCitation":"Smith, R.A., and Alexander, R.B., 1983, Evidence for acid-precipitation-induced trends in stream chemistry at hydrologic bench-mark stations: U.S. Geological Survey Circular 910, 12 p. :ill. ;27 cm., https://doi.org/10.3133/cir910.","productDescription":"12 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":122894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0910/report-thumb.jpg"},{"id":30444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0910/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a30","contributors":{"authors":[{"text":"Smith, Richard A. 0000-0003-2117-2269 rsmith1@usgs.gov","orcid":"https://orcid.org/0000-0003-2117-2269","contributorId":580,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rsmith1@usgs.gov","middleInitial":"A.","affiliations":[{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":146891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Richard B. 0000-0001-9166-0626 ralex@usgs.gov","orcid":"https://orcid.org/0000-0001-9166-0626","contributorId":541,"corporation":false,"usgs":true,"family":"Alexander","given":"Richard","email":"ralex@usgs.gov","middleInitial":"B.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":146890,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27123,"text":"wri834152 - 1983 - Fluvial sedimentation in Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri834152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4152","title":"Fluvial sedimentation in Kentucky","docAbstract":"Covering periods 1942-45 and 1951-81, this report documents the characteristics of sediments being transported from 79 drainage areas within the Commonwealth of Kentucky, and from eight stations on the main stem of the Ohio River. The drainage areas range in size from 0.67 square mile at Cane Branch near Parkers Lake to 40,330 square miles at Tennessee River near Paducah. Sediment yields and particle size of suspended and bed sediments are discussed by physiographic province. The Blue Grass had the highest average annual suspended-sediment yield for selected stations of 741 tons per square mile, and the Western Coal Field had the lowest with 197. The Eastern Coal Field had the broadest range of annual suspended-sediment yields. The range was from 25 tons per square mile at Helton Branch near Greenwood to 21,000 tons per square mile at Millers Creek near Phyllis. For selected stations bedload discharge was estimated to be 5 to 10 percent as much as the suspended-sediment discharge. Only three drainage areas had sediment yields that exceeded the average annual erosion rates for cultivated land in Kentucky of 9.93 tons per acre (6,355 tons per square mile). These three were in the Eastern Coal Field. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834152","usgsCitation":"Flint, R., 1983, Fluvial sedimentation in Kentucky: U.S. Geological Survey Water-Resources Investigations Report 83-4152, ix, 75 p. :ill., maps (some folded) ;28 cm., https://doi.org/10.3133/wri834152.","productDescription":"ix, 75 p. :ill., maps (some folded) ;28 cm.","costCenters":[],"links":[{"id":126683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4152/report-thumb.jpg"},{"id":55985,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de5f3","contributors":{"authors":[{"text":"Flint, R.F.","contributorId":39761,"corporation":false,"usgs":true,"family":"Flint","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":197593,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25405,"text":"wri834183 - 1983 - An assessment of steady-state propane-gas tracer method for reaeration coefficients — Cowaselon Creek, New York","interactions":[],"lastModifiedDate":"2022-01-13T22:52:02.87332","indexId":"wri834183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4183","title":"An assessment of steady-state propane-gas tracer method for reaeration coefficients — Cowaselon Creek, New York","docAbstract":"<p>Three tests were conducted in a straight 5.2-km reach of the Cowaselon Creek, Canastota, New York, in order to assess feasibility of the steady-state propane-gas tracer method as a means of estimating in situ reaeration coefficients. It is concluded that the steady-state method, which combines as instantaneous injection of dye tracer with a long-duration injection of propane tracer, is an operationally feasible field technique and provides a very reliable means of determining the propane desorption coefficient in steady-channel flow. The effect of wind shear on propane desorption coefficients was not detected in any tests, apparently due to the sheltering effect of high banks. The reaeration coefficient is estimated by applying a conversion factor determined from laboratory experiments to the gas desorption coefficient.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834183","usgsCitation":"Yotsukura, N., Stedfast, D., Draper, R.E., and Brutsaert, W., 1983, An assessment of steady-state propane-gas tracer method for reaeration coefficients — Cowaselon Creek, New York: U.S. Geological Survey Water-Resources Investigations Report 83-4183, v, 95 p., https://doi.org/10.3133/wri834183.","productDescription":"v, 95 p.","costCenters":[],"links":[{"id":394364,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35833.htm"},{"id":54133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4183/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157788,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4183/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Cowaselon Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.833,\n              43.125\n            ],\n            [\n              -75.767,\n              43.125\n            ],\n            [\n              -75.767,\n              43.0920\n            ],\n            [\n              -75.833,\n              43.0920\n            ],\n            [\n              -75.833,\n              43.125\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6867a9","contributors":{"authors":[{"text":"Yotsukura, N.","contributorId":93094,"corporation":false,"usgs":true,"family":"Yotsukura","given":"N.","affiliations":[],"preferred":false,"id":193550,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stedfast, D.A.","contributorId":89520,"corporation":false,"usgs":true,"family":"Stedfast","given":"D.A.","affiliations":[],"preferred":false,"id":193549,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Draper, R. E.","contributorId":71586,"corporation":false,"usgs":true,"family":"Draper","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193548,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Brutsaert, W.H.","contributorId":42622,"corporation":false,"usgs":true,"family":"Brutsaert","given":"W.H.","email":"","affiliations":[],"preferred":false,"id":193547,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27385,"text":"wri834136 - 1983 - Measurement of bedload discharge in nine Illinois streams with the Helley-Smith sampler","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4136","title":"Measurement of bedload discharge in nine Illinois streams with the Helley-Smith sampler","docAbstract":"Samples collected with the Helley-Smith bedload sampler provide useful information about transport of sand-size sediment in Illinois streams. Samples provide the basis for bedload-discharge rating curves for the Rock and Kaskaskie Rivers and Henderson Creek. Comparison of measured bedload discharge with bedload discharge computed for selected flow conditions from channel characteristics allows the selection of an appropriate indirect method for determining bedload discharge for the Spoon, Kishwaukee, and Edwards Rivers. No one indirect method best represents bedload discharge in studied streams. No bedload-discharge rating curve was developed for the La Moine River, because the two measured bedload discharges are not sufficient for development of a rating curve and do not agree well with discharges computed by any of the three indirect methods. The dominant size of bedload particles in all streams sampled give results which cannot be used at this time. Collection-bag clogging may have been significant in the Green River, and large bed material gains or high flow velocities may have interfered with the operation of the sample in the Vermilion River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834136","usgsCitation":"Graf, J.B., 1983, Measurement of bedload discharge in nine Illinois streams with the Helley-Smith sampler: U.S. Geological Survey Water-Resources Investigations Report 83-4136, ix, 79 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834136.","productDescription":"ix, 79 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":2221,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=83-4136","linkFileType":{"id":5,"text":"html"}},{"id":158779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4136/report-thumb.jpg"},{"id":56249,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611015","contributors":{"authors":[{"text":"Graf, Julia B.","contributorId":59005,"corporation":false,"usgs":true,"family":"Graf","given":"Julia","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198023,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9105,"text":"ofr83126 - 1983 - Proceedings of the Fourth national conference, Water Resources Division, U. S. Geological Survey, Ocean City, Maryland, October 18-23, 1981","interactions":[],"lastModifiedDate":"2018-03-02T15:21:20","indexId":"ofr83126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-126","title":"Proceedings of the Fourth national conference, Water Resources Division, U. S. Geological Survey, Ocean City, Maryland, October 18-23, 1981","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83126","usgsCitation":"1983, Proceedings of the Fourth national conference, Water Resources Division, U. S. Geological Survey, Ocean City, Maryland, October 18-23, 1981: U.S. Geological Survey Open-File Report 83-126, vi, 112 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr83126.","productDescription":"vi, 112 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":141902,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0126/report-thumb.jpg"},{"id":36720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660479","contributors":{"editors":[{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":730060,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Brigida, Miriam","contributorId":71168,"corporation":false,"usgs":true,"family":"Brigida","given":"Miriam","email":"","affiliations":[],"preferred":false,"id":730061,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Rubin, Joan M.","contributorId":51281,"corporation":false,"usgs":true,"family":"Rubin","given":"Joan","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":730062,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":27381,"text":"wri834010 - 1983 - Hydrogeologic evaluation of selected stratified-drift deposits in Connecticut","interactions":[],"lastModifiedDate":"2025-01-10T19:57:57.67083","indexId":"wri834010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4010","title":"Hydrogeologic evaluation of selected stratified-drift deposits in Connecticut","docAbstract":"<p>Test borings at 28 sites and seismic-refraction profiles at 16 sites provide data on the saturated thickness and grain-size characteristics of stratified-drift deposits in five areas of Connecticut. These data, together with information on the areal extent of the deposits and their proximity to sources of induced recharge, can be used to estimate the water-yielding potential of the stratified-drift deposits. Individual wells could potentially yield moderate to possibly very large quantities of water (50 to 2000 gallons per minute) at some locations in all five areas where saturated, dominantly coarse-grained stratified drift is 40 feet thick or greater and hydraulically connected to nearby surface-water bodies. Coarse-grained stratified drift is most extensive in the Glastonbury, Haddam, and Simsbury, Connecticut areas. Saturated thickness exceeds 150 feet in parts of the Glastonbury and Haddam areas, but is less than 100 feet in most places. The best sites for developing large quantities of water are in the Glastonbury and Haddam areas where thick, saturated, coarse-grained stratified drift is hydraulically connected to the Connecticut River. Water in the stratified drift is generally of good chemical quality except for excessive iron (0.64 to 20 mg/L) and manganese (0.1 to 10 mg/L) in some samples.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834010","usgsCitation":"Grady, S.J., and Handman, E., 1983, Hydrogeologic evaluation of selected stratified-drift deposits in Connecticut: U.S. Geological Survey Water-Resources Investigations Report 83-4010, v, 56 p., https://doi.org/10.3133/wri834010.","productDescription":"v, 56 p.","costCenters":[],"links":[{"id":119860,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4010/report-thumb.jpg"},{"id":56240,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466036,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35655.htm","text":"Bladens River area","linkFileType":{"id":5,"text":"html"}},{"id":466037,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35656.htm","text":"Glastonbury area","linkFileType":{"id":5,"text":"html"}},{"id":466038,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35657.htm","text":"Haddam area","linkFileType":{"id":5,"text":"html"}},{"id":466039,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35658.htm","text":"Simsbury area","linkFileType":{"id":5,"text":"html"}},{"id":466040,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35659.htm","text":"Willimantic River area","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Connecticut","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -73.24769490339403,\n              42.00620095205019\n            ],\n            [\n              -73.24769490339403,\n              41.3245840419726\n            ],\n            [\n              -71.96119276504564,\n              41.3245840419726\n            ],\n            [\n              -71.96119276504564,\n              42.00620095205019\n            ],\n            [\n              -73.24769490339403,\n              42.00620095205019\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db62873f","contributors":{"authors":[{"text":"Grady, S. J.","contributorId":69962,"corporation":false,"usgs":true,"family":"Grady","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198015,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Handman, E. H.","contributorId":63407,"corporation":false,"usgs":true,"family":"Handman","given":"E.","middleInitial":"H.","affiliations":[],"preferred":false,"id":198014,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27380,"text":"wri811108 - 1983 - Ground-water resources in the Hood Basin, Oregon","interactions":[],"lastModifiedDate":"2016-10-21T10:33:36","indexId":"wri811108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"81-1108","title":"Ground-water resources in the Hood Basin, Oregon","docAbstract":"<p>The Hood Basin, an area of 1,035 square miles in north-central Oregon, includes the drainage basins of all tributaries of the Columbia River between Eagle Creek and Fifteenmile Creek. The physical characteristics and climate of the basin are diverse. The Wasco subarea, in the eastern half of the basin, has moderate relief, mostly intermittent streams, and semiarid climate. The Hood subarea, in the western half, has rugged topography, numerous perennial streams, and a humid climate.</p><p>Water-bearing geologic units that underlie the basin include volcanic, volcaniclastic, and sedimentary rocks of Miocene to Holocene age, and unconsolidated surficial deposits of Pleistocene and Holocene age. The most important water-bearing unit, the Columbia River Basalt Group, underlies almost the entire basin. Total thickness probably exceeds 2,000 feet, but by 1980 only the upper 1,000 feet or less had been developed by wells. Wells in this unit generally yield from 15 to 1,000 gallons per minute and a few yield as much as 3,300 gallons per minute.</p><p>The most productive aquifer in the Columbia River Basalt Group is The Dalles Ground Water Reservoir, a permeable zone of fractured basalt about 25 to 30 square miles in extent that underlies the city of The Dalles. During the late 1950's and mid-1960's, withdrawals of 15,000 acre-feet per year or more caused water levels in the aquifer to decline sharply. Pumpage had diminished to about 5,000 acre-feet per year in 1979 and water levels have stabilized, indicating that ground water recharge and discharge, including the pumping, are in balance.</p><p>The other principal geologic units in the basin have more limited areal distribution and less saturated thickness than the Columbia River Basalt Group. Generally, these units are capable of yielding from a few to a hundred gallons per minute to wells.</p><p>Most of the ground water in the basin is chemically suitable for domestic, irrigation, or other uses. Some ground water has objectionable concentrations of iron (0.3 to 6.4 milligrams per liter) and manganese (0.05 to 1.2 milligrams per liter) or is moderately hard to very hard (60 to 260 milligrams per liter as CaCO<sub>3</sub>).</p><p>The principal use of ground water in the Hood Basin is for irrigation of crops, with an estimated withdrawal of 7,700 acre-feet in 1979. Additional ground-water withdrawals in 1979 were estimated as: Industrial, 2,600 acre-feet; public supply, 2,100 acre-feet; and domestic and stock supply, 200 acre-feet.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/wri811108","collaboration":"Prepared in cooperation with Wasco and Hood River Counties","usgsCitation":"Grady, S.J., 1983, Ground-water resources in the Hood Basin, Oregon: U.S. Geological Survey Water-Resources Investigations Report 81-1108, Report: viii, 58 p.; 2 Plates: 36.05 x 37.78 inches and 30.57 x 37.96 inches, https://doi.org/10.3133/wri811108.","productDescription":"Report: viii, 58 p.; 2 Plates: 36.05 x 37.78 inches and 30.57 x 37.96 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":159039,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri811108.JPG"},{"id":330293,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/1108/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":330295,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1981/1108/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":330294,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1981/1108/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Hood Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122,\n              45.733333\n            ],\n            [\n              -122,\n              45.5\n            ],\n            [\n              -120.875,\n              45.5\n            ],\n            [\n              -120.875,\n              45.733333\n            ],\n            [\n              -122,\n              45.733333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696dbb","contributors":{"authors":[{"text":"Grady, Stephen J.","contributorId":101636,"corporation":false,"usgs":true,"family":"Grady","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198013,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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