{"pageNumber":"412","pageRowStart":"10275","pageSize":"25","recordCount":16440,"records":[{"id":70019077,"text":"70019077 - 1996 - The zeolite deposits of Greece","interactions":[],"lastModifiedDate":"2025-05-14T16:44:06.741156","indexId":"70019077","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2746,"text":"Mineralium Deposita","active":true,"publicationSubtype":{"id":10}},"title":"The zeolite deposits of Greece","docAbstract":"Zeolites are present in altered pyroclastic rocks at many localities in Greece, and large deposits of potential economic interest are present in three areas: (1) the Evros region of the province of Thrace in the north-eastern part of the Greek mainland; (2) the islands of Kimolos and Poliegos in the western Aegean; and (3) the island of Samos in the eastern Aegean Sea. The deposits in Thrace are of Eocene-Oligocene age and are rich in heulandite and/or clinoptilolite. Those of Kimolos and Poliegos are mainly Quaternary and are rich in mordenite. Those of Samos are Miocene, and are rich in clinoptilolite and/or analcime. The deposits in Thrace are believed to have formed in an open hydrological system by the action of meteoric water, and those of the western Aegean islands in a similar way but under conditions of high heat flow, whereas the deposits in Samos were formed in a saline-alkaline lake.","language":"English","publisher":"Springer Nature","doi":"10.1007/BF00196128","issn":"00264598","usgsCitation":"Stamatakis, M., Hall, A., and Hein, J., 1996, The zeolite deposits of Greece: Mineralium Deposita, v. 31, no. 6, p. 473-481, https://doi.org/10.1007/BF00196128.","productDescription":"9 p.","startPage":"473","endPage":"481","costCenters":[],"links":[{"id":226902,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Greece","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[23.69998,35.705],[24.24667,35.36802],[25.02502,35.425],[25.76921,35.35402],[25.74502,35.18],[26.29,35.29999],[26.165,35.005],[24.72498,34.91999],[24.73501,35.08499],[23.51498,35.27999],[23.69998,35.705]]],[[[26.6042,41.56211],[26.2946,40.93626],[26.05694,40.82412],[25.44768,40.85255],[24.92585,40.94706],[23.71481,40.68713],[24.408,40.12499],[23.89997,39.96201],[23.343,39.961],[22.81399,40.47601],[22.6263,40.25656],[22.84975,39.65931],[23.35003,39.19001],[22.9731,38.9709],[23.53002,38.51],[24.02502,38.21999],[24.04001,37.65501],[23.115,37.92001],[23.40997,37.40999],[22.77497,37.30501],[23.15423,36.42251],[22.49003,36.41],[21.67003,36.84499],[21.29501,37.64499],[21.12003,38.31032],[20.73003,38.76999],[20.21771,39.34023],[20.15002,39.625],[20.615,40.11001],[20.675,40.435],[20.99999,40.58],[21.02004,40.84273],[21.67416,40.93127],[22.05538,41.14987],[22.59731,41.13049],[22.76177,41.3048],[22.95238,41.33799],[23.69207,41.30908],[24.49264,41.5839],[25.1972,41.23449],[26.10614,41.3289],[26.11704,41.8269],[26.6042,41.56211]]]]},\"properties\":{\"name\":\"Greece\"}}]}","volume":"31","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb1ede4b08c986b3254bf","contributors":{"authors":[{"text":"Stamatakis, M.G.","contributorId":67222,"corporation":false,"usgs":true,"family":"Stamatakis","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":381609,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hall, A.","contributorId":38720,"corporation":false,"usgs":true,"family":"Hall","given":"A.","email":"","affiliations":[],"preferred":false,"id":381607,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hein, J.R. 0000-0002-5321-899X","orcid":"https://orcid.org/0000-0002-5321-899X","contributorId":61429,"corporation":false,"usgs":true,"family":"Hein","given":"J.R.","affiliations":[],"preferred":false,"id":381608,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":22517,"text":"ofr95761 - 1996 - Simulation of ground-water flow paths and traveltime in relation to tritium and aldicarb concentrations in the upper glacial aquifer on the North Fork, Long Island, New York","interactions":[],"lastModifiedDate":"2023-04-04T19:36:20.941147","indexId":"ofr95761","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-761","title":"Simulation of ground-water flow paths and traveltime in relation to tritium and aldicarb concentrations in the upper glacial aquifer on the North Fork, Long Island, New York","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr95761","usgsCitation":"Bohn-Buxton, D.E., Buxton, H., and Eagen, V.K., 1996, Simulation of ground-water flow paths and traveltime in relation to tritium and aldicarb concentrations in the upper glacial aquifer on the North Fork, Long Island, New York: U.S. Geological Survey Open-File Report 95-761, vi, 36 p., https://doi.org/10.3133/ofr95761.","productDescription":"vi, 36 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":415185,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18552.htm","linkFileType":{"id":5,"text":"html"}},{"id":154314,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0761/report-thumb.jpg"},{"id":52025,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0761/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island, North Fork","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -72.692,\n              41.059\n            ],\n            [\n              -72.692,\n              40.889\n            ],\n            [\n              -72.409,\n              40.89\n            ],\n            [\n              -72.409,\n              41.059\n            ],\n            [\n              -72.692,\n              41.059\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f241f","contributors":{"authors":[{"text":"Bohn-Buxton, D. E.","contributorId":37771,"corporation":false,"usgs":true,"family":"Bohn-Buxton","given":"D.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":188387,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":188388,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Eagen, V. K.","contributorId":20353,"corporation":false,"usgs":true,"family":"Eagen","given":"V.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":188386,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":22658,"text":"ofr96134 - 1996 - Description of wells drilled at the U.S. Coast Guard Support Center Kodiak, Alaska, 1988-89","interactions":[],"lastModifiedDate":"2012-02-02T00:07:51","indexId":"ofr96134","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-134","title":"Description of wells drilled at the U.S. Coast Guard Support Center Kodiak, Alaska, 1988-89","docAbstract":"The U.S Coast Guard, in accordance with the Comprehensive Environmental Response, Compensation, and Liability Act and the Resource Conservation and Recovery Act, is conducting environmental studies at its Support Center in Kodiak, Alaska, to determine if hazardous materials have been spilled or disposed of at the facility. The U.S. Geological Survey conducted a hydrologic evaluation of the Support Center to assess the extent of possible ground-water, surface-water, and soil contamination resulting from the handling of hazardous materials. This report describes the borehole and monitoring-well drilling program conducted on the Support Center by the U.S. Geological Survey. It contains maps and diagrams depicting well locations, logs, and construction details, as well as soil-sampling information for 121 boreholes, of which 102 were completed as water-quality monitoring wells.","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/ofr96134","issn":"0094-9140","usgsCitation":"Carr, M., 1996, Description of wells drilled at the U.S. Coast Guard Support Center Kodiak, Alaska, 1988-89: U.S. Geological Survey Open-File Report 96-134, iii, 233 p. :ill, maps ;28 cm., https://doi.org/10.3133/ofr96134.","productDescription":"iii, 233 p. :ill, maps ;28 cm.","costCenters":[],"links":[{"id":153651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0134/report-thumb.jpg"},{"id":52124,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c844","contributors":{"authors":[{"text":"Carr, M.R.","contributorId":42608,"corporation":false,"usgs":true,"family":"Carr","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":188654,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22607,"text":"ofr96184 - 1996 - Bibliography of selected water-resources publications on Nevada by the U.S. Geological Survey, 1885 through 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:08:03","indexId":"ofr96184","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-184","title":"Bibliography of selected water-resources publications on Nevada by the U.S. Geological Survey, 1885 through 1995","docAbstract":"References to 898 water-resources publications are listed alphabetically by senior author and indexed by hydrographic-area name or other geographic features. Most of the publications were written between 1960 and 1995 by U.S. Geological Survey scientists and engineers of the Water Resources Division, Nevada District. Also included are references to publications by other Water Resources Division authors that deal with Nevada hydrology. References to publications written before 1960 are included to provide a historical perspective. The references include several types of Geological Survey book and map publications, as well as State-series reports, journal articles, conference and symposium papers, abstracts, and graduate- degree theses. Information on publication availability is provided also.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr96184","issn":"0094-9140","usgsCitation":"Bunch, R., 1996, Bibliography of selected water-resources publications on Nevada by the U.S. Geological Survey, 1885 through 1995: U.S. Geological Survey Open-File Report 96-184, iii, 64 p. :map ;28 cm., https://doi.org/10.3133/ofr96184.","productDescription":"iii, 64 p. :map ;28 cm.","costCenters":[],"links":[{"id":155986,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0184/report-thumb.jpg"},{"id":52076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0184/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db62526d","contributors":{"authors":[{"text":"Bunch, R.L.","contributorId":90724,"corporation":false,"usgs":true,"family":"Bunch","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":188560,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22036,"text":"ofr9648 - 1996 - Preliminary geochemical studies of pollutant and natural organic compounds in sediments from Sonoma Baylands; a wetland restoration project in San Francisco Bay, California","interactions":[],"lastModifiedDate":"2020-04-11T16:45:27.974307","indexId":"ofr9648","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-48","title":"Preliminary geochemical studies of pollutant and natural organic compounds in sediments from Sonoma Baylands; a wetland restoration project in San Francisco Bay, California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9648","issn":"0094-9140","usgsCitation":"Hostettler, F.D., Pereira, W.E., Kvenvolden, K.A., Jones, D.R., and Murphy, F., 1996, Preliminary geochemical studies of pollutant and natural organic compounds in sediments from Sonoma Baylands; a wetland restoration project in San Francisco Bay, California: U.S. Geological Survey Open-File Report 96-48, 1 p., https://doi.org/10.3133/ofr9648.","productDescription":"1 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":153808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0048/report-thumb.jpg"},{"id":51499,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay, Sonoma Baylands","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.02490234375,\n              37.31338308990806\n            ],\n            [\n              -121.79443359375,\n              37.31338308990806\n            ],\n            [\n              -121.79443359375,\n              38.24249456800328\n            ],\n            [\n              -123.02490234375,\n              38.24249456800328\n            ],\n            [\n              -123.02490234375,\n              37.31338308990806\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c33a","contributors":{"authors":[{"text":"Hostettler, Frances D. fdhostet@usgs.gov","contributorId":3383,"corporation":false,"usgs":true,"family":"Hostettler","given":"Frances","email":"fdhostet@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":186788,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pereira, Wilfred E.","contributorId":95552,"corporation":false,"usgs":true,"family":"Pereira","given":"Wilfred","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":186786,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kvenvolden, Keith A. kkvenvolden@usgs.gov","contributorId":3384,"corporation":false,"usgs":true,"family":"Kvenvolden","given":"Keith","email":"kkvenvolden@usgs.gov","middleInitial":"A.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":186787,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jones, David R.","contributorId":75510,"corporation":false,"usgs":true,"family":"Jones","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":186785,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Murphy, Fred fmurphy@usgs.gov","contributorId":4572,"corporation":false,"usgs":true,"family":"Murphy","given":"Fred","email":"fmurphy@usgs.gov","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":186784,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":22197,"text":"ofr96219 - 1996 - Summary of research results on bacterial degradation of trifluoroacetate (TFA), October, 1993 - October, 1995","interactions":[],"lastModifiedDate":"2019-12-07T09:43:48","indexId":"ofr96219","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-219","title":"Summary of research results on bacterial degradation of trifluoroacetate (TFA), October, 1993 - October, 1995","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr96219","issn":"0094-9140","usgsCitation":"Matheson, L.J., Guidetti, J., Visscher, P., Schaefer, J., and Oremland, R., 1996, Summary of research results on bacterial degradation of trifluoroacetate (TFA), October, 1993 - October, 1995: U.S. Geological Survey Open-File Report 96-219, v, 59 p. , https://doi.org/10.3133/ofr96219.","productDescription":"v, 59 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":156445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0219/report-thumb.jpg"},{"id":51631,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0219/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db6989b3","contributors":{"authors":[{"text":"Matheson, Leah J.","contributorId":15233,"corporation":false,"usgs":true,"family":"Matheson","given":"Leah","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":187570,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guidetti, J.R.","contributorId":72001,"corporation":false,"usgs":true,"family":"Guidetti","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":187573,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Visscher, P.T.","contributorId":21568,"corporation":false,"usgs":true,"family":"Visscher","given":"P.T.","email":"","affiliations":[],"preferred":false,"id":187572,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Schaefer, J.K.","contributorId":17256,"corporation":false,"usgs":true,"family":"Schaefer","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":187571,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Oremland, R.S.","contributorId":97512,"corporation":false,"usgs":true,"family":"Oremland","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":187574,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":23541,"text":"ofr96126 - 1996 - Concentrations and loads of selected trace elements and other constituents in the Rio Grande in the vicinity of Albuquerque, New Mexico, 1994","interactions":[],"lastModifiedDate":"2019-12-07T10:16:54","indexId":"ofr96126","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-126","title":"Concentrations and loads of selected trace elements and other constituents in the Rio Grande in the vicinity of Albuquerque, New Mexico, 1994","docAbstract":"The Pueblo of Isleta and the New Mexico Environment Department \r\nhave established water-quality standards for the Rio Grande, \r\nwhich flows through Albuquerque, New Mexico. Trace-element \r\nconcentrations historically have been greater than maximum \r\npermissible concentrations allowed by these standards. It is not \r\nknown if these concentrations are due to sources from the \r\nAlbuquerque metropolitan area or are from natural or other \r\nsources outside Albuquerque.\r\n\r\nAccurate water-quality data with lower reporting limits than \r\nhave been previously available were collected, and instantaneous \r\nconcentrations and loads were calculated for trace elements and \r\nother constituents in the Rio Grande during high-flow and low-\r\nflow conditions. Seven sampling sites were selected upstream \r\nfrom, in, and downstream from metropolitan Albuquerque. \r\nConcurrent streamflow measurements were made at the time of \r\nsampling to determine suspended-sediment loads. Samples were \r\nanalyzed separately for trace elements dissolved in water (less \r\nthan 0.4 micrometer in diameter) and for those contained in \r\nsuspended sediment (greater than 0.1 micrometer in diameter). \r\nSample collection and processing, analytical methods, and quality \r\ncontrol are discussed.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr96126","issn":"0094-9140","usgsCitation":"Kelly, T., and Taylor, H.E., 1996, Concentrations and loads of selected trace elements and other constituents in the Rio Grande in the vicinity of Albuquerque, New Mexico, 1994: U.S. Geological Survey Open-File Report 96-126, v, 45 p., https://doi.org/10.3133/ofr96126.","productDescription":"v, 45 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":154887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0126/report-thumb.jpg"},{"id":52829,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","county":"Bernalillo County","city":"Albuquerque ","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-106.242,35.2147],[-106.2387,35.0549],[-106.2386,35.0408],[-106.2373,34.9568],[-106.1453,34.9547],[-106.1446,34.872],[-106.3328,34.8712],[-106.3569,34.8702],[-106.409,34.8687],[-106.4097,34.8914],[-106.417,34.8945],[-106.4221,34.9013],[-106.6755,34.9065],[-106.6838,34.9006],[-106.6917,34.901],[-106.6922,34.896],[-106.7139,34.8772],[-106.7127,34.8713],[-107.0181,34.8727],[-107.0227,34.8817],[-107.0641,34.9618],[-107.104,35.0395],[-107.1068,35.0454],[-107.1769,35.1809],[-107.1972,35.2197],[-107.1628,35.2192],[-107.1623,35.2192],[-107.1578,35.2192],[-107.1262,35.2186],[-107.1105,35.2188],[-107.0936,35.2189],[-107.0801,35.2186],[-107.0761,35.2186],[-107.0345,35.2185],[-106.9416,35.217],[-106.9337,35.2171],[-106.8808,35.2171],[-106.8622,35.2172],[-106.5955,35.2184],[-106.5645,35.2186],[-106.4964,35.2184],[-106.479,35.2176],[-106.4531,35.2172],[-106.3822,35.2175],[-106.3765,35.2175],[-106.242,35.2147]]]},\"properties\":{\"name\":\"Bernalillo\",\"state\":\"NM\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3772","contributors":{"authors":[{"text":"Kelly, Todd","contributorId":89168,"corporation":false,"usgs":true,"family":"Kelly","given":"Todd","email":"","affiliations":[],"preferred":false,"id":190286,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, Howard E. hetaylor@usgs.gov","contributorId":1551,"corporation":false,"usgs":true,"family":"Taylor","given":"Howard","email":"hetaylor@usgs.gov","middleInitial":"E.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":190285,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":118,"text":"wsp2466 - 1996 - Hydrology and geochemistry of aquifer and stream contamination related to acidic water in Pinal Creek basin near Globe, Arizona","interactions":[],"lastModifiedDate":"2024-01-24T19:14:32.524315","indexId":"wsp2466","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"2466","title":"Hydrology and geochemistry of aquifer and stream contamination related to acidic water in Pinal Creek basin near Globe, Arizona","docAbstract":"Hydrologic and geochemical research has identified and characterized the physical and chemical processes that control the evolution and movement of metal contaminants in ground water beneath Miami Wash and lower Pinal Creek. The dissolution of calcite in the alluvial aquifer has slowed and neutralized part of the acidic plume, and the sorption of some metals such as nickel and copper to other solids in the subsurface has lowered concentrations of these metals in the ground water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2466","usgsCitation":"Brown, J.G., and Favor, B.O., 1996, Hydrology and geochemistry of aquifer and stream contamination related to acidic water in Pinal Creek basin near Globe, Arizona: U.S. Geological Survey Water Supply Paper 2466, viii, 103 p., https://doi.org/10.3133/wsp2466.","productDescription":"viii, 103 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":422788,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25306.htm","text":"Chapter D-Distribution of chemical constituents in surface water, Pinal Creek Basin, 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,{"id":24711,"text":"ofr95762 - 1996 - Real-Time Mapping alert system; user's manual","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"ofr95762","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-762","title":"Real-Time Mapping alert system; user's manual","docAbstract":"The U.S. Geological Survey has an extensive hydrologic network that records and transmits precipitation, stage, discharge, and other water- related data on a real-time basis to an automated data processing system. Data values are recorded on electronic data collection platforms at field monitoring sites. These values are transmitted by means of orbiting satellites to receiving ground stations, and by way of telecommunication lines to a U.S. Geological Survey office where they are processed on a computer system. Data that exceed predefined thresholds are identified as alert values. These alert values can help keep water- resource specialists informed of current hydrologic conditions. The current alert status at monitoring sites is of critical importance during floods, hurricanes, and other extreme hydrologic events where quick analysis of the situation is needed. This manual provides instructions for using the Real-Time Mapping software, a series of computer programs developed by the U.S. Geological Survey for quick analysis of hydrologic conditions, and guides users through a basic interactive session. The software provides interactive graphics display and query of real-time information in a map-based, menu-driven environment.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr95762","issn":"0094-9140","usgsCitation":"Torres, L., 1996, Real-Time Mapping alert system; user's manual: U.S. Geological Survey Open-File Report 95-762, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr95762.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157519,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0762/report-thumb.jpg"},{"id":53743,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0762/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b5ed","contributors":{"authors":[{"text":"Torres, L.A.","contributorId":19195,"corporation":false,"usgs":true,"family":"Torres","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":192416,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28559,"text":"wri954277 - 1996 - Mass balance, meteorological, ice motion, surface altitude, and runoff data at Gulkana Glacier, Alaska, 1992 balance year","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri954277","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4277","title":"Mass balance, meteorological, ice motion, surface altitude, and runoff data at Gulkana Glacier, Alaska, 1992 balance year","docAbstract":"The 1992 measured winter snow, maximum winter snow, net, and annual balances in the Gulkana Glacier basin were evaluated on the basis of meteorological, hydrological, and glaciological data measured in the basin and are reported herein. Averaged over the glacier, the measured winter snow balance was 0.97 meters on March 26, 1992; the maximum winter snow balance was 1.05 meters on May 19, 1992; the net balance (from September 8, 1991 to August 17, 1992) was -0.29 meters; and the annual balance (October 1, 1991 to September 30, 1992) was -0.38 meters. Ice surface, motion, and altitude changes measured at three index sites document seasonal changes in ice speed and glacier thickness. Annual stream runoff was 1.24 meters averaged over the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954277","usgsCitation":"March, R., and Trabant, D., 1996, Mass balance, meteorological, ice motion, surface altitude, and runoff data at Gulkana Glacier, Alaska, 1992 balance year: U.S. Geological Survey Water-Resources Investigations Report 95-4277, vi, 32 p. :ill., map ;28 cm., https://doi.org/10.3133/wri954277.","productDescription":"vi, 32 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":2348,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954277","linkFileType":{"id":5,"text":"html"}},{"id":124106,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_95_4277.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db6358cb","contributors":{"authors":[{"text":"March, R.S.","contributorId":16431,"corporation":false,"usgs":true,"family":"March","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":200026,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trabant, D.C.","contributorId":42209,"corporation":false,"usgs":true,"family":"Trabant","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":200027,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24697,"text":"ofr96183 - 1996 - Status of ground-water resources at U.S. Navy Support Facility, Diego Garcia; summary of hydrologic and climatic data, January 1993 through December 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"ofr96183","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-183","title":"Status of ground-water resources at U.S. Navy Support Facility, Diego Garcia; summary of hydrologic and climatic data, January 1993 through December 1995","docAbstract":"This report contains hydrologic and climatic data that describe the status of ground-water resources at U.S. Navy Support Facility, Diego Garcia. Data presented are from January 1993 through December 1995, although the report focuses on hydrologic events from October through December 1995 (fourth quarter of 1995). Cumulative rainfall for October through December 1995 was about 41 inches, which is 32 percent more than the mean cumulative rainfall of about 31 inches for October through December. The period October through December is within the annual wet season. Mean cumulative rainfall is calculated for the fixed base period 1951-90. Ground-water withdrawal during October through December 1995 averaged 931,000 gallons per day. Withdrawal for the same 3 months in 1994 averaged 902,900 gallons per day. Patterns of withdrawal during the fourth quarter of 1995 did not change significantly since 1993 at all five ground-water production areas. At the end of December 1995, the chloride concentration of the composite water supply was 60 milligrams per liter, well below the 250 milligrams per liter secondary drinking-water standard established by the U.S. Environmental Protection Agency. Chloride concentrations of the composite water supply from October through December 1995 ranged between 28 and 67 milligrams per liter. Chloride concentration of ground water in monitoring wells at Cantonment and Air Operations continued to decrease during the fourth quarter of 1995, with water from the deepest monitoring wells decreasing in chloride concentration by as much as 2,000 milligrams per liter. This trend follows increases in chloride concentration during the first half of 1995. A fuel leak at Air Operations caused the shutdown of ten wells in May 1991. Four of the wells resumed pumping for water-supply purposes in April 1992. The remaining six wells are being used to hydraulically divert fuel migration away from water-supply wells by recirculating about 150,000 gallons of water each day.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr96183","issn":"0094-9140","usgsCitation":"Torikai, J., 1996, Status of ground-water resources at U.S. Navy Support Facility, Diego Garcia; summary of hydrologic and climatic data, January 1993 through December 1995: U.S. Geological Survey Open-File Report 96-183, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96183.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0183/report-thumb.jpg"},{"id":53730,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0183/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6973b5","contributors":{"authors":[{"text":"Torikai, J.D.","contributorId":93926,"corporation":false,"usgs":true,"family":"Torikai","given":"J.D.","affiliations":[],"preferred":false,"id":192400,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30502,"text":"wri964028 - 1996 - Variations in surface-water quantity and quality as a result of the 1993 summer flood in the Devils Lake basin, North Dakota","interactions":[],"lastModifiedDate":"2018-03-13T12:15:03","indexId":"wri964028","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-4028","title":"Variations in surface-water quantity and quality as a result of the 1993 summer flood in the Devils Lake basin, North Dakota","docAbstract":"<p>Greater-than-normal precipitation during the summer of 1993 affected the hydrologic response and surface-water quality in the Devils Lake Basin. Large areas in the basin were flooded as a result of the precipitation, and water from these areas drained slowly through the chain of lakes into Devils Lake. This report summarizes the results of surface-water quantity and quality monitoring designed to document the effects of flooding in the Devils Lake Basin. Specific objectives are (1) to document the quantity and quality of streamflow in the Devils Lake Basin immediately before, during, and after the 1993 flood and (2) to document the hydrologic and chemical changes in the upstream chain of lakes and in Devils Lake during April through October 1993.</p><p>Precipitation during June through August ranged from about 17 inches in the Mauvais Coulee subbasin to about 21.4 inches in the Edmore Coulee subbasin. Streamflow measured for Edmore Coulee Tributary indicated that 12.2 inches of runoff occurred during April through October 1993. This is one of the greatest runoffs in North Dakota for which records are available.</p><p>During April through September, the cumulative volume of inflow to the chain of lakes was about 8 percent of the cumulative volume of rainfall and the measured cumulative volume of outflow from the chain of lakes was about 7 percent of the cumulative volume of rainfall. The cumulative volume of water stored in the chain of lakes increased from 6,350 acre-feet in April to 82,300 acre-feet in August and then decreased to 24,400 acre-feet in October. Devils Lake rose from 1,423.0 feet above sea level on June 10 to 1,427.0 feet above sea level on September 28, largely in response to direct precipitation on the lake. </p><p>Nutrient concentrations for coulees that flow into the chain of lakes generally were at a maximum during the spring and a minimum during the late summer and fall. About 37 percent of the dissolved-solids load and about 43 percent of the total ammonia plus organic nitrogen load was attributed to Edmore Coulee Tributary. Between May and October, increases in the total ammonia plus organic nitrogen mass for the chain of lakes ranged from about 39 to 133 percent. Increases in the total phosphorus mass ranged from about 43 to 157 percent.</p><p>Decreases in dissolved-solids concentrations from May to early August ranged from about 77 percent in Sixmile Bay to about 9 percent in Main Bay, Creel Bay, and East Devils Lake. Decreases in the dissolved-solids concentrations in Devils Lake and East Devils Lake may have been the result of dilution by direct precipitation. However, during the same period, dissolvedsolids concentrations increased about 6 percent in East Bay.</p><p>Between May and October, the dissolved-solids mass for Devils Lake and East Devils Lake increased 500 million kilograms. Only about 25 percent of the increase can be attributed to streamflow. The total ammonia plus organic nitrogen mass for Devils Lake and East Devils Lake increased about 38 percent between May and October, and the total phosphorus mass increased about 79 percent. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964028","usgsCitation":"Williams-Sether, T., Lent, R.M., and Wiche, G.J., 1996, Variations in surface-water quantity and quality as a result of the 1993 summer flood in the Devils Lake basin, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 96-4028, iv, 32 p., https://doi.org/10.3133/wri964028.","productDescription":"iv, 32 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":59277,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4028/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4028/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b71","contributors":{"authors":[{"text":"Williams-Sether, Tara 0000-0001-6515-9416 tjsether@usgs.gov","orcid":"https://orcid.org/0000-0001-6515-9416","contributorId":152247,"corporation":false,"usgs":true,"family":"Williams-Sether","given":"Tara","email":"tjsether@usgs.gov","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lent, Robert M. rmlent@usgs.gov","contributorId":284,"corporation":false,"usgs":true,"family":"Lent","given":"Robert","email":"rmlent@usgs.gov","middleInitial":"M.","affiliations":[{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203359,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiche, Gregg J. gjwiche@usgs.gov","contributorId":1675,"corporation":false,"usgs":true,"family":"Wiche","given":"Gregg","email":"gjwiche@usgs.gov","middleInitial":"J.","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203360,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24370,"text":"ofr95715 - 1996 - Hydrologic data at a wetland site, Millington, Shelby County, Tennessee, June 1993 through June 1994","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr95715","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-715","title":"Hydrologic data at a wetland site, Millington, Shelby County, Tennessee, June 1993 through June 1994","docAbstract":"Hydrologic data at a wetland site near Millington, Shelby County, Tennessee, were collected from June 1993 through June 1994. The data were collected to support the efforts of the Tennessee Department of Transportation to better understand hydrologic properties at the site prior to wetland restoration. Water levels were monitored in thirteen 8-inch- diameter wells, approximately 2 feet deep. The casing in each well was slotted and screened from land surface to a depth of about 2 feet. Water-level recorders provided continuous records of stage during periods of wetland inundation, and depth to water table during periods of noninundation. A continuous-stage recorder was installed in a pond. Precipitation data were obtained from the Naval Air Station-Memphis, Millington, Tennessee. Land surface at the wells was inundated from 0 to 56 percent of the study period. Additionally, water levels in the wells were not more than 1.5 feet below land surface for 16 to 68 percent of the study period.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr95715","issn":"0094-9140","usgsCitation":"Robinson, J.A., Diehl, T., and Stogner, R., 1996, Hydrologic data at a wetland site, Millington, Shelby County, Tennessee, June 1993 through June 1994: U.S. Geological Survey Open-File Report 95-715, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr95715.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1720,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr95-715","linkFileType":{"id":5,"text":"html"}},{"id":156257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f904","contributors":{"authors":[{"text":"Robinson, J. A.","contributorId":57417,"corporation":false,"usgs":true,"family":"Robinson","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":191794,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Diehl, T.H.","contributorId":89170,"corporation":false,"usgs":true,"family":"Diehl","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":191796,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stogner, R.W.","contributorId":86378,"corporation":false,"usgs":true,"family":"Stogner","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":191795,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25476,"text":"wri954268 - 1996 - Environmental setting and factors that affect water quality in the Georgia-Florida Coastal Plain study unit","interactions":[],"lastModifiedDate":"2023-03-07T21:22:02.881798","indexId":"wri954268","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4268","title":"Environmental setting and factors that affect water quality in the Georgia-Florida Coastal Plain study unit","docAbstract":"The Georgia-Florida Coastal Plain study unit covers an area of nearly 62,000 square miles in the southeastern United States, mostly in the Coastal Plain physiographic province. Land resource provinces have been designated based on generalized soil classifications. Land resource provinces in the study area include: the Coastal Flatwoods, the Southern Coastal Plain, the Central Florida Ridge, the Sand Hills, and the Southern Piedmont. The study area includes all or parts of seven hydrologic subregions: the Ogeechee-Savannah, the Altamaha- St.Marys, the Suwannee, the Ochlockonee, the St. Johns, the Peace-Tampa Bay, and the Southern Florida. The primary source of water for public supply in the study area is ground water from the Upper Floridan aquifer. In 1990, more than 90 percent of the 2,888 million gallons per day of ground water used came from this aquifer. The population of the study area was 9.3 million in 1990. The cities of Jacksonville, Orlando, St. Petersburg, Tallahassee, and Tampa, Florida, and parts of Atlanta and Savannah, Georgia, are located in the study area. Forest and agricultural areas are the most common land uses in the study area, accounting for 48 percent and 25 percent of the study area, respectively. Climatic conditions range from temperate in Atlanta, Georgia, where mean annual temperature is about 61.3 degrees Fahrenheit, to subtropical in Tampa, Florida, where mean annual temperature is about 72.4 degrees Fahrenheit. Long-term average precipitation (1961-90) ranges from 43.9 inches per year in Tampa, Florida, and 44.6 in Macon, Georgia, to 65.7 inches per year in Tallahassee, Florida. Floods in the study area result from frontal systems, hurricanes, tropical storms, or severe thunderstorms. Droughts are not common in the study area,especially in the Florida part of the study area due to extensive maritime exposure. The primary physical and cultural characteristics in the study area include physiography, soils and land resource provinces, geologic setting, ground-water systems, surface- water systems, climate, floods, droughts, population, land use, and water use. Factors affecting water quality in the study area are land use (primarily urban and agricultural land uses), water use in coastal areas, hydrogeology, ground-water/surface-water interaction, geology, and climate. Surface-water quality problems in urban areas have occurred in the Ogeechee, Canoochee, Ocmulgee, St. Marys, Alapaha, Withlacoochee (north), Santa Fe, Ochlockonee, St. Johns, and Oklawaha Rivers and include nitrogen and phosphorus loading, low dissolved oxygen, elevated bacteria, sediment, and turbidity, and increased concentrations of metals. In agricultural areas, surface-water quality problems include elevated nitrogen and phosphorus concentrations, erosion, and sedimentation and have occurred in the Ocmulgee, St. Marys, Santa Fe, Ochlockonee, St. Johns, Oklawaha, Withlacoochee (South), Hillsborough, and Alafia Rivers. Ground water-quality problems such as saltwater intrusion have occurred mostly in coastal areas and were caused by excessive withdrawals.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954268","usgsCitation":"Berndt, M.P., Oaksford, E., Darst, M.R., and Marella, R., 1996, Environmental setting and factors that affect water quality in the Georgia-Florida Coastal Plain study unit: U.S. Geological Survey Water-Resources Investigations Report 95-4268, vi, 46 p., https://doi.org/10.3133/wri954268.","productDescription":"vi, 46 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":413787,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48341.htm"},{"id":54202,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4268/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123657,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4268/report-thumb.jpg"}],"country":"United States","state":"Florida, Georgia","otherGeospatial":"Georgia-Florida Coastal Plain","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"properties\":{},\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.7210693359375,30.704058230919504],[-84.90234375,30.543338954230222],[-85.0177001953125,30.24957724046765],[-84.803466796875,30.164126343161097],[-84.627685546875,29.935895213372444],[-84.57275390625,29.859701442126756],[-84.44091796875,29.859701442126756],[-84.29809570312499,29.859701442126756],[-84.2926025390625,30.012030680358613],[-84.17724609375,30.035811042667792],[-83.990478515625,30.050076521698735],[-83.7322998046875,29.893043385434165],[-83.6224365234375,29.76914573606667],[-83.51806640624999,29.602118211647333],[-83.397216796875,29.415675471217877],[-83.2489013671875,29.377388403478992],[-83.1610107421875,29.233683670282787],[-83.0841064453125,29.1281717828162],[-82.8753662109375,29.10897615145302],[-82.77099609375,28.945668833650508],[-82.75451660156249,28.815799886487298],[-82.694091796875,28.671310915880834],[-82.694091796875,28.492833128965096],[-82.8094482421875,28.265682390146477],[-82.891845703125,28.164032516628076],[-82.869873046875,27.955591004642553],[-82.8973388671875,27.790491224830877],[-82.7874755859375,27.68352808378776],[-82.75451660156249,27.552111841284695],[-80.299072265625,27.571590861376308],[-80.2935791015625,27.649472352561876],[-80.37597656249999,27.848790459862073],[-80.52429199218749,28.105903469076186],[-80.540771484375,28.20760859532738],[-80.540771484375,28.318888915773826],[-80.5133056640625,28.386567819657213],[-80.46936035156249,28.44454394857482],[-80.518798828125,28.647210004919998],[-80.6341552734375,28.815799886487298],[-80.771484375,29.065772888415406],[-81.0406494140625,29.439597566602902],[-81.1614990234375,29.807284450222504],[-81.27685546875,30.107117887092357],[-81.3592529296875,30.5764500266181],[-81.34277343749999,30.873940237887624],[-81.32080078125,31.052933985705163],[-81.23291015625,31.22689446881399],[-81.19445800781249,31.358327833411312],[-81.14501953125,31.48020882071693],[-81.03515625,31.648705289976853],[-80.958251953125,31.835565983656227],[-80.85937499999999,31.94750122367064],[-80.782470703125,32.00341778396365],[-80.8978271484375,32.0732655510424],[-81.046142578125,32.115148622612445],[-81.1175537109375,32.16166284018013],[-81.112060546875,32.2546200600072],[-81.0955810546875,32.30570601389429],[-81.177978515625,32.43097672054704],[-81.1669921875,32.47732919639942],[-81.24938964843749,32.537551746769],[-81.34277343749999,32.59773394005744],[-81.4031982421875,32.648625783736726],[-81.39770507812499,32.76880048488168],[-81.4031982421875,32.86574639547474],[-81.441650390625,32.95797741405952],[-81.4801025390625,33.04550781490999],[-81.5899658203125,33.1329513125159],[-81.73278808593749,33.15594830078649],[-81.88110351562499,33.330528249028085],[-82.06787109374999,33.41310221370827],[-82.28759765625,33.348884792201694],[-82.5732421875,33.22949814144951],[-83.056640625,33.25706340236547],[-83.33129882812499,33.0178760185549],[-83.507080078125,32.80574473290688],[-83.82568359375,32.722598604044066],[-83.66638183593749,32.263910555201306],[-83.7652587890625,32.05464469054932],[-83.8421630859375,31.76086695137955],[-84.19921875,31.353636941500987],[-84.6826171875,30.869225348040825],[-84.7210693359375,30.704058230919504]]]}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602280","contributors":{"authors":[{"text":"Berndt, M. P.","contributorId":74761,"corporation":false,"usgs":true,"family":"Berndt","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":193842,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oaksford, E. T.","contributorId":64284,"corporation":false,"usgs":true,"family":"Oaksford","given":"E. T.","affiliations":[],"preferred":false,"id":193841,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darst, M. R.","contributorId":75187,"corporation":false,"usgs":true,"family":"Darst","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":193843,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Marella, R. L.","contributorId":34164,"corporation":false,"usgs":true,"family":"Marella","given":"R. L.","affiliations":[],"preferred":false,"id":193840,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28272,"text":"wri954178 - 1996 - Laboratory and quality assurance protocols for the analysis of herbicides in ground water from the Management Systems Evaluation Area, Princeton, Minnesota","interactions":[],"lastModifiedDate":"2019-12-08T13:12:45","indexId":"wri954178","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4178","title":"Laboratory and quality assurance protocols for the analysis of herbicides in ground water from the Management Systems Evaluation Area, Princeton, Minnesota","docAbstract":"<p>Laboratory and quality assurance procedures for the analysis of ground-water samples for herbicides at the Management Systems Evaluation Area near Princeton, Minnesota are described. The target herbicides include atrazine, de-ethylatrazine, de-isopropylatrazine, metribuzin, alachlor, 2,6-diethylaniline, and metolachlor. The analytical techniques used are solid-phase extraction, and analysis by gas chromatography with mass-selective detection. Descriptions of cleaning procedures, preparation of standard solutions, isolation of analytes from water, sample transfer methods, instrumental analysis, and data analysis are included.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri954178","usgsCitation":"Larson, S., Capel, P., and VanderLoop, A., 1996, Laboratory and quality assurance protocols for the analysis of herbicides in ground water from the Management Systems Evaluation Area, Princeton, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 95-4178, v, 18 p., https://doi.org/10.3133/wri954178.","productDescription":"v, 18 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":119730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4178/report-thumb.jpg"},{"id":57093,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4178/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","city":"Princeton","otherGeospatial":"Management Systems Evaluation Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93.62385749816895, 45.52312701460922 ], [ -93.62385749816895, 45.530222474607434 ], [ -93.6140513420105, 45.530222474607434 ], [ -93.6140513420105, 45.52312701460922 ], [ -93.62385749816895, 45.52312701460922 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b44ba","contributors":{"authors":[{"text":"Larson, S.J.","contributorId":17641,"corporation":false,"usgs":true,"family":"Larson","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":199508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Capel, P. D. 0000-0003-1620-5185","orcid":"https://orcid.org/0000-0003-1620-5185","contributorId":95498,"corporation":false,"usgs":true,"family":"Capel","given":"P. D.","affiliations":[],"preferred":false,"id":199509,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"VanderLoop, A.G.","contributorId":17276,"corporation":false,"usgs":true,"family":"VanderLoop","given":"A.G.","email":"","affiliations":[],"preferred":false,"id":199507,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26291,"text":"wri964001 - 1996 - Evaluation of the streamflow-gaging network of Alaska in providing regional streamflow information","interactions":[],"lastModifiedDate":"2012-02-10T00:10:07","indexId":"wri964001","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-4001","title":"Evaluation of the streamflow-gaging network of Alaska in providing regional streamflow information","docAbstract":"In 1906, the U.S. Geological Survey (USGS) began operating a network of streamflow-gaging stations in Alaska. The primary purpose of the streamflow- gaging network has been to provide peak flow, average flow, and low-flow characteristics to a variety of users. In 1993, the USGS began a study to evaluate the current network of 78 stations. The objectives of this study were to determine the adequacy of the existing network in predicting selected regional flow characteristics and to determine if providing additional streamflow-gaging stations could improve the network's ability to predict these characteristics.  Alaska was divided into six distinct hydrologic regions: Arctic, Northwest, Southcentral, Southeast, Southwest, and Yukon. For each region, historical and current streamflow data were compiled. In Arctic, Northwest, and Southwest Alaska, insufficient data were available to develop regional regression equations. In these areas, proposed locations of streamflow-gaging stations were selected by using clustering techniques to define similar areas within a region and by spatial visual analysis using the precipitation, physiographic, and hydrologic unit maps of Alaska.  Sufficient data existed in Southcentral and Southeast Alaska to use generalized least squares (GLS) procedures to develop regional regression equations to estimate the 50-year peak flow, annual average flow, and a low-flow statistic. GLS procedures were also used for Yukon Alaska but the results should be used with caution because the data do not have an adequate spatial distribution.  Network analysis procedures were used for the Southcentral, Southeast, and Yukon regions. Network analysis indicates the reduction in the sampling error of the regional regression equation that can be obtained given different scenarios. For Alaska, a 10-year planning period was used. One scenario showed the results of continuing the current network with no additional gaging stations and another scenario showed the results of adding gaging stations to the network. With the exception of the annual average discharge equation for Southeast Alaska, by adding gaging stations in all three regions, the sampling error was reduced to a greater extent than by not adding gaging stations.  The proposed streamflow-gaging network for Alaska consists of 308 gaging stations, of which 32 are designated as index stations. If the proposed network can not be implemented in its entirety, then a lesser cost alternative would be to establish the index stations and to implement the network for a particular region.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Report Section [distributor],","doi":"10.3133/wri964001","usgsCitation":"Brabets, T.P., 1996, Evaluation of the streamflow-gaging network of Alaska in providing regional streamflow information: U.S. Geological Survey Water-Resources Investigations Report 96-4001, 1 vol. (various pagings) [98 p.]:ill., maps; 28 cm., https://doi.org/10.3133/wri964001.","productDescription":"1 vol. (various pagings) [98 p.]:ill., maps; 28 cm.","costCenters":[],"links":[{"id":126657,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_96_4001.jpg"},{"id":1979,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri96-4001/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -172,54 ], [ -172,71 ], [ -131,71 ], [ -131,54 ], [ -172,54 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de699","contributors":{"authors":[{"text":"Brabets, Timothy P. tbrabets@usgs.gov","contributorId":2087,"corporation":false,"usgs":true,"family":"Brabets","given":"Timothy","email":"tbrabets@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":196127,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25532,"text":"wri954253 - 1996 - Geohydrology, water levels and directions of flow, and occurrence of light-nonaqueous-phase liquids on ground water in northwestern Indiana and the Lake Calumet area of northeastern Illinois","interactions":[{"subject":{"id":21813,"text":"ofr94516 - 1995 - Geohydrology, Water Levels and Directions of Flow, and Occurrence of Light-Nonaqueous-Phase Liquids on Ground Water in Northwestern Indiana and the Lake Calumet Area of Northeastern Illinois","indexId":"ofr94516","publicationYear":"1995","noYear":false,"title":"Geohydrology, Water Levels and Directions of Flow, and Occurrence of Light-Nonaqueous-Phase Liquids on Ground Water in Northwestern Indiana and the Lake Calumet Area of Northeastern Illinois"},"predicate":"SUPERSEDED_BY","object":{"id":25532,"text":"wri954253 - 1996 - Geohydrology, water levels and directions of flow, and occurrence of light-nonaqueous-phase liquids on ground water in northwestern Indiana and the Lake Calumet area of northeastern Illinois","indexId":"wri954253","publicationYear":"1996","noYear":false,"title":"Geohydrology, water levels and directions of flow, and occurrence of light-nonaqueous-phase liquids on ground water in northwestern Indiana and the Lake Calumet area of northeastern Illinois"},"id":1}],"lastModifiedDate":"2025-09-10T13:14:35.713985","indexId":"wri954253","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4253","title":"Geohydrology, water levels and directions of flow, and occurrence of light-nonaqueous-phase liquids on ground water in northwestern Indiana and the Lake Calumet area of northeastern Illinois","docAbstract":"<p>A study was performed by the U.S. Geological Survey, in cooperation with the U.S. Environmental Protection Agency, to describe the geohydrology and distribution of light-nonaqueousphase liquids in an industrialized area of northwestern Indiana and northeastern Illinois. The geologic units of concern underlying this area are the carbonates of the Niagaran Series, the Detroit River and Traverse Formations; the Antrim Shale; and sands, silts, and clays of Quaternary age. The hydrologic units of concern are surface water, the Calumet aquifer, the confining unit, and the Silurian-Devonian aquifer.</p>\n<p>Water levels collected in June 1992 indicate that the water-table configuration generally is a subdued reflection of topography. Recharge from landfill leachate and ponded water, discharge to sewers, and pumping also affect the water-table configuration. A depression in the potentiometric surface of the Silurian-Devonian aquifer results from pumping. Light-nonaqueous-phase liquids were detected near petroleum handling, industrial and waste-disposal facilities.</p>\n<p>Horizontal ground-water velocity at the water table in the confining unit ranged from 4.4x10<sup>-4</sup> to 1.0x10<sup>-3</sup> feet per day. Horizontal ground-water velocity in the Calumet and Silurian-Devonian aquifers ranged from 1.0x10<sup>-2</sup> to 3.4x10<sup>-1</sup> and from 1.4x10<sup>-2</sup> to 2.9x10<sup>-2</sup> feet per day, respectively.</p>\n<p>Vertical hydraulic gradients indicate generally downward flow from the Calumet aquifer into the confining unit, then into the Silurian-Devonian aquifer. Calculated vertical groundwater velocity through the weathered and unweathered parts of the confining unit are 3.8x10<sup>-2</sup> and 1.5x10<sup>-3</sup> feet per day, respectively.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri954253","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Kay, R.T., Duwelius, R.F., Brown, T.A., Micke, F.A., and Witt-Smith, C.A., 1996, Geohydrology, water levels and directions of flow, and occurrence of light-nonaqueous-phase liquids on ground water in northwestern Indiana and the Lake Calumet area of northeastern Illinois: U.S. Geological Survey Water-Resources Investigations Report 95-4253, Report: v, 84 p.; 1 Plate: 36.00 x 18.00 inches, https://doi.org/10.3133/wri954253.","productDescription":"Report: v, 84 p.; 1 Plate: 36.00 x 18.00 inches","startPage":"1","endPage":"84","numberOfPages":"88","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":1885,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=95-4253","linkFileType":{"id":5,"text":"html"}},{"id":123937,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4253/report-thumb.jpg"},{"id":54254,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4253/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":495249,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4253/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Illinois, Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.75,41.5 ], [ -87.75,41.75 ], [ -87.08333333333333,41.75 ], [ -87.08333333333333,41.5 ], [ -87.75,41.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a879e","contributors":{"authors":[{"text":"Kay, Robert T. 0000-0002-6281-8997 rtkay@usgs.gov","orcid":"https://orcid.org/0000-0002-6281-8997","contributorId":1122,"corporation":false,"usgs":true,"family":"Kay","given":"Robert","email":"rtkay@usgs.gov","middleInitial":"T.","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194069,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duwelius, Richard F.","contributorId":31378,"corporation":false,"usgs":true,"family":"Duwelius","given":"Richard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":194071,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, Timothy A.","contributorId":18016,"corporation":false,"usgs":true,"family":"Brown","given":"Timothy","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194070,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Micke, Frederick A.","contributorId":47823,"corporation":false,"usgs":true,"family":"Micke","given":"Frederick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194072,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Witt-Smith, Carol A.","contributorId":93093,"corporation":false,"usgs":true,"family":"Witt-Smith","given":"Carol","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194073,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":27446,"text":"wri954273 - 1996 - Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri954273","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4273","title":"Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California","docAbstract":"Urban areas in Perris Valley, California, have more than tripled during the last 20 years. To quantify the effects of increased urbanization on storm runoff volumes and peak discharges, rainfall-runoff models of the basin were developed to simulate runoff for 1970-75 and 1990-93 conditions. Hourly rainfall data for 1949-93 were used with the rainfall-runoff models to simulate a long-term record of storm runoff. The hydrologic effects of increased urbanization from 1970-75 to 1990-93 were analyzed by comparing the simulated annual peak discharges and volumes, and storm runoff peaks, frequency of annual peak discharges and runoff volumes, and duration of storm peak discharges for each study period. A Log-Pearson Type-III frequency analysis was calculated using the simulated annual peaks to estimate the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals. The estimated 2-year discharge at the outlet of the basin was 646 cubic feet per second for the 1970-75 conditions and 1,328 cubic feet per second for the 1990-93 conditions. The 100-year discharge at the outlet of the basin was about 14,000 cubic feet per second for the 1970-75 and 1990-93 conditions. The station duration analysis used 925 model-simulated storm peaks from each basin to estimate the percent chance a peak discharge is exceeded. At the outlet of the basin, the chances of exceeding 100 cubic feet per second were about 33 percent under 1970-75 conditions and about 59 percent under 1990-93 conditions. The chance of exceeding 2,500 cubic feet per second at the outlet of the basin was less than 1 percent higher under the 1990-93 conditions than under the 1970-75 conditions. The increase in urbanization from the early 1970's to the early 1990's more than doubled the peak discharges with a 2-year return period. However, peak discharges with return periods greater than 50 years were not significantly affected by the change in urbanization.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954273","usgsCitation":"Guay, J.R., 1996, Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California: U.S. Geological Survey Water-Resources Investigations Report 95-4273, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954273.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123863,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4273/report-thumb.jpg"},{"id":56304,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610ee3","contributors":{"authors":[{"text":"Guay, J. R.","contributorId":108127,"corporation":false,"usgs":true,"family":"Guay","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198131,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26814,"text":"wri954154 - 1996 - Technique for estimating magnitude and frequency of peak flows in Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri954154","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4154","title":"Technique for estimating magnitude and frequency of peak flows in Maryland","docAbstract":"Methods are presented for estimating peak-flow magnitudes of selected frequencies for drainage basins in Maryland. The methods were developed by generalized least-squares regression techniques using data from 219 streamflow-gaging stations in and near Maryland, and apply to peak flows with recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. The State is divided into five hydrologic regions: the Appalachian Plateaus and Allegheny Ridges region, the Blue Ridge and Great Valley region, the Piedmont region, the Western Coastal Plain region, and the Eastern Coastal Plain region. Sets of equations for calculating peak discharges based on physical basin characteristics and their associated standard errors of prediction are provided for each of the five hydrologic regions. Basin characteristics and flood-frequency characteristics are tabulated for 236 streamflow- gaging stations in Maryland and surrounding States. Methods of estimating peak flows at sites in Maryland for ungaged and gaged sites are presented.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954154","usgsCitation":"Dillow, J., 1996, Technique for estimating magnitude and frequency of peak flows in Maryland: U.S. Geological Survey Water-Resources Investigations Report 95-4154, iv, 55 p. with errata : ill., maps ; 28 cm., https://doi.org/10.3133/wri954154.","productDescription":"iv, 55 p. with errata : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":158402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2097,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954154/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6861bb","contributors":{"authors":[{"text":"Dillow, Jonathan J.A.","contributorId":18412,"corporation":false,"usgs":true,"family":"Dillow","given":"Jonathan J.A.","affiliations":[],"preferred":false,"id":197052,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25483,"text":"wri964018 - 1996 - Estimated depth to the water table and estimated rate of recharge in outcrops of the Chicot and Evangeline aquifers near Houston, Texas","interactions":[],"lastModifiedDate":"2016-08-22T10:24:53","indexId":"wri964018","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"96-4018","title":"Estimated depth to the water table and estimated rate of recharge in outcrops of the Chicot and Evangeline aquifers near Houston, Texas","docAbstract":"In 1989, the U.S. Geological Survey, in cooperation with the Harris-Galveston Coastal Subsidence District, began a field study to determine the depth to the water table and to estimate the rate of recharge in outcrops of the Chicot and Evangeline aquifers near Houston, Texas. The study area comprises about 2,000 square miles of outcrops of the Chicot and Evangeline aquifers in northwest Harris County, Montgomery County, and southern Walker County. Because of the scarcity of measurable water-table wells, depth to the water table below land surface was estimated using a surface geophysical technique, seismic refraction. The water table in the study area generally ranges from about 10 to 30 foot below land surface and typically is deeper in areas of relatively high land-surface altitude than in areas of relatively low land- surface altitude. The water table has demonstrated no long-term trends since ground-water development began, with the probable exception of the water table in the Katy area: There the water table is more than 75 feet deep, probably due to ground-water pumpage from deeper zones. An estimated rate of recharge in the aquifer outcrops was computed using the interface method in which environmental tritium is a ground-water tracer. The estimated average total recharge rate in the study area is 6 inches per year. This rate is an upper bound on the average recharge rate during the 37 years 1953-90 because it is based on the deepest penetration (about 80 feet) of postnuclear-testing tritium concentrations. The rate, which represents one of several components of a complex regional hydrologic budget, is considered reasonable but is not definitive because of uncertainty regarding the assumptions and parameters used in its computation.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri964018","collaboration":"Prepared in cooperation with the Harris-Galveston Coastal Subsidence District","usgsCitation":"Noble, J.E., Bush, P.W., Kasmarek, M., and Barbie, D., 1996, Estimated depth to the water table and estimated rate of recharge in outcrops of the Chicot and Evangeline aquifers near Houston, Texas: U.S. Geological Survey Water-Resources Investigations Report 96-4018, Document: iii, 19 p.; Plate: 21 x 24 inches, https://doi.org/10.3133/wri964018.","productDescription":"Document: iii, 19 p.; Plate: 21 x 24 inches","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":122845,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_96_4018.jpg"},{"id":8708,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri96-4018/","linkFileType":{"id":5,"text":"html"}},{"id":8709,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/wri96-4018/pdf/wri96-4018_plate.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a394","contributors":{"authors":[{"text":"Noble, J. E.","contributorId":6476,"corporation":false,"usgs":true,"family":"Noble","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193875,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, P. W.","contributorId":14826,"corporation":false,"usgs":true,"family":"Bush","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":193876,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kasmarek, M. C.","contributorId":91532,"corporation":false,"usgs":true,"family":"Kasmarek","given":"M. C.","affiliations":[],"preferred":false,"id":193878,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Barbie, D.L.","contributorId":61459,"corporation":false,"usgs":true,"family":"Barbie","given":"D.L.","affiliations":[],"preferred":false,"id":193877,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":38233,"text":"pp1422B - 1996 - Estimated hydrologic characteristics of shallow aquifer systems in the Valley and Ridge, the Blue Ridge, and the Piedmont Physiographic Provinces based on analysis of streamflow recession and base flow","interactions":[{"subject":{"id":38233,"text":"pp1422B - 1996 - Estimated hydrologic characteristics of shallow aquifer systems in the Valley and Ridge, the Blue Ridge, and the Piedmont Physiographic Provinces based on analysis of streamflow recession and base flow","indexId":"pp1422B","publicationYear":"1996","noYear":false,"chapter":"B","title":"Estimated hydrologic characteristics of shallow aquifer systems in the Valley and Ridge, the Blue Ridge, and the Piedmont Physiographic Provinces based on analysis of streamflow recession and base flow"},"predicate":"IS_PART_OF","object":{"id":70189801,"text":"pp1422 - 2004 - Regional Aquifer-System Analysis— Appalachian Valley and Piedmont","indexId":"pp1422","publicationYear":"2004","noYear":false,"title":"Regional Aquifer-System Analysis— Appalachian Valley and Piedmont"},"id":1}],"isPartOf":{"id":70189801,"text":"pp1422 - 2004 - Regional Aquifer-System Analysis— Appalachian Valley and Piedmont","indexId":"pp1422","publicationYear":"2004","noYear":false,"title":"Regional Aquifer-System Analysis— Appalachian Valley and Piedmont"},"lastModifiedDate":"2017-07-26T13:11:55","indexId":"pp1422B","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1422","chapter":"B","title":"Estimated hydrologic characteristics of shallow aquifer systems in the Valley and Ridge, the Blue Ridge, and the Piedmont Physiographic Provinces based on analysis of streamflow recession and base flow","docAbstract":"Inferences are drawn about properties of aquifer systems from the interpretation of streamflow records in the Appalachian Valley and Ridge, Piedmont, and Blue Ridge physiographic provinces. The analysis is divided into two parts--analysis of streamflow recession and base-flow analysis. Analysis of recession yields information about aquifer diffusivity and variation in specific yield. Base-flow analysis is used to develop water balances for representative basins in the study area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1422B","usgsCitation":"Rutledge, A.T., and Mesko, T.O., 1996, Estimated hydrologic characteristics of shallow aquifer systems in the Valley and Ridge, the Blue Ridge, and the Piedmont Physiographic Provinces based on analysis of streamflow recession and base flow: U.S. Geological Survey Professional Paper 1422, vi, 58 p., https://doi.org/10.3133/pp1422B.","productDescription":"vi, 58 p.","startPage":"B1","endPage":"B58","costCenters":[],"links":[{"id":124228,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1422b/report-thumb.jpg"},{"id":64596,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1422b/report.pdf","text":"Report","size":"2.73 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Alabama, Delaware, Georgia, Maryland, New Jersey, North Carolina, Pennsylvania, South Carolina, Tennessee, Virginia, West Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.916015625,\n              41.04621681452063\n            ],\n            [\n              -75.0146484375,\n              41.68932225997044\n            ],\n            [\n              -75.34423828125,\n              41.88592102814744\n            ],\n            [\n              -75.87158203125,\n              41.902277040963696\n            ],\n            [\n              -76.75048828125,\n              41.65649719441145\n            ],\n            [\n              -78.24462890625,\n              40.91351257612758\n            ],\n            [\n              -80.04638671875,\n              39.8928799002948\n            ],\n            [\n              -80.6396484375,\n              39.07890809706475\n            ],\n            [\n              -82.5732421875,\n              37.38761749978395\n            ],\n            [\n              -84.48486328124999,\n              36.686041276581925\n            ],\n            [\n              -85.078125,\n              36.54494944148322\n            ],\n            [\n              -86.15478515625,\n              36.2265501474709\n            ],\n            [\n              -87.07763671875,\n              35.817813158696616\n            ],\n            [\n              -87.64892578125,\n              35.31736632923788\n            ],\n            [\n              -87.69287109375,\n              34.52466147177172\n            ],\n            [\n              -87.73681640625,\n              33.94335994657882\n            ],\n            [\n              -87.56103515625,\n              33.247875947924385\n            ],\n            [\n              -87.20947265625,\n              32.84267363195431\n            ],\n            [\n              -86.33056640625,\n              32.91648534731439\n            ],\n            [\n              -84.287109375,\n              33.44977658311846\n            ],\n            [\n              -81.93603515625,\n              34.415973384481866\n            ],\n            [\n              -80.15625,\n              35.62158189955968\n            ],\n            [\n              -79.013671875,\n              36.98500309285596\n            ],\n            [\n              -77.62939453125,\n              38.25543637637947\n            ],\n            [\n              -76.79443359375,\n              39.36827914916014\n            ],\n            [\n              -75.78369140625,\n              39.757879992021756\n            ],\n            [\n              -75.3662109375,\n              39.9434364619742\n            ],\n            [\n              -74.68505859374999,\n              40.212440718286466\n            ],\n            [\n              -74.15771484375,\n              40.66397287638688\n            ],\n            [\n              -73.916015625,\n              41.04621681452063\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcd80","contributors":{"authors":[{"text":"Rutledge, A. T.","contributorId":38532,"corporation":false,"usgs":true,"family":"Rutledge","given":"A.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":219385,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":219386,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30159,"text":"wri954101 - 1996 - Initial effects of Stagecoach Reservoir on discharge, water-quality characteristics, and suspended-sediment loads in the Yampa River, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri954101","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4101","title":"Initial effects of Stagecoach Reservoir on discharge, water-quality characteristics, and suspended-sediment loads in the Yampa River, northwestern Colorado","docAbstract":"The construction and filling of Stagecoach Reservoir on the Yampa River during 1988-91 were done to enhance water management and to use local water resources. To assess the initial effects of the reservoir on the hydrology of the upper Yampa River, physical, chemical, and biological data were collected at a site upstream (YR-1) during water years 1989-92 and a site downstream (YR-2) from the reservoir during water years 1985-92 and at two sites in the reservoir during 1990-92. Annual suspended-sediment loads were determined for the Yampa River for water years 1985-92, and sediment retention in Stagecoach Reservoir was estimated. The initial filling of the 33,275-acre-foot reservoir proceeded slower than expected because inflow from the Yampa River was about 50 to 73 percent of average during water years 1989-91. Secchi-disk measurements in Stagecoach Reservoir ranged from 2.5 to 18 feet.  Algal growth and sediment transport during stormy weather decreased water clarity, and possible algal grazing by zooplankton and sediment deposition improved water clarity. Water temperature in the reservoir ranged from 0 to 22 degrees Celsius, and thermal stratification was maintained during summer. Values of pH ranged from 7.2 in the hypolimnion to 8.9 in the epilimnion. Changes in pH were related to photosynthesis and respiration. Concentrations of dissolved oxygen in the reservoir ranged from 0 milligram per liter in the hypolimnion to 13 milligrams per liter in the epilimnion. Average 5-day biochemical-oxygen-demand rates ranged from 0.33 to 0.46 milligram per liter per day. Oxygen production from photosynthesis was greatest in the epilimnion; oxygen depletion from respiration was characteristic in the hypolimnion. Near or above average inflow might decrease the incidence of anaerobic conditions. Specific conductance in the reservoir ranged from 414 to 520 microsiemens per centimeter at 25 degrees Celsius, depending on the specific conductance of inflow from the Yampa River. The water was a very hard, calcium bicarbonate type. Nitrogen input to the reservoir was mostly as organic nitrogen that ranged in concentration from less than 0.18 to about 1.0 milligram per liter. Concentrations of dissolved phosphorus in the inflow of the Yampa River ranged from less than 0.01 to 0.06 milligram per liter. Decomposition of organic material and release of nutrients from sediments under reducing conditions were probable causes for dissolved-ammonia concentrations near the reservoir bottom to increase to maximum values of 0.9 to 1.6 milligrams per liter as nitrogen during thermal stratification in summer. Dissolved phosphorus also increased in the same conditions to a range of 0.32 to 0.35 milligram per liter. Except for concentrations of total recoverable manganese that ranged from 210 to 440 micrograms per liter near the reservoir bottom, most concentrations of 20 trace constituents were measured at or near analytical detection limits. A total of 119 phytoplankton from 7 phyla was identified in Stagecoach Reservoir during 1990-92. Cyanophyta (blue-green algae) accounted for most of the cell counts. Cyanophyta blooms of Aphanizomenon and Aphanocapsa developed during 1990-92, and photosynthesis caused concentrations of dissolved oxygen to exceed 150-percent saturation in the epilimnion. Diversity index values for phytoplankton ranged from 0.05 to 3.06.  Values of diversity index during the summer of 1992 indicated that the community diversity of algae could be greatest in spring and least in fall.  All colony counts of fecal coliform bacteria in the reservoir during 1990-92 were less than criteria limits set by the State of Colorado. During water years 1985-88 (preconstruction period), at a site on the Yampa River downstream from the proposed damsite, and water years 1989-92 (post-construction period), at a site upstream from the dam, annual loads of suspended sediment ranged from 2,480 to 22,650 tons. The average annual suspended-sediment load for th","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954101","usgsCitation":"Tobin, R., 1996, Initial effects of Stagecoach Reservoir on discharge, water-quality characteristics, and suspended-sediment loads in the Yampa River, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 95-4101, v, 111 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954101.","productDescription":"v, 111 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4101/report-thumb.jpg"},{"id":58961,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48afe4b07f02db52f3c4","contributors":{"authors":[{"text":"Tobin, R.L.","contributorId":34143,"corporation":false,"usgs":true,"family":"Tobin","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":202786,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26813,"text":"wri954153 - 1996 - Technique for estimating magnitude and frequency of peak flows in Delaware","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri954153","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4153","title":"Technique for estimating magnitude and frequency of peak flows in Delaware","docAbstract":"Methods are presented for estimating peak-flow magnitudes of selected frequencies for drainage basins in Delaware. The methods were developed by generalized least-squares regression techniques using data from 74 streamflow-gaging stations in and near Delaware, and apply to peak flows with recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. The State is divided into two hydrologic regions--the Piedmont region, and the Coastal Plain region. Sets of equations for calculating peak discharges based on physical basin characteristics and their associated standard errors of prediction are provided for each hydrologic region. Basin characteristics and flood-frequency characteristics are tabulated for 74 streamflow-gaging stations in Delaware and surrounding States. Methods of estimating peak flows at sites in Delaware for ungaged and gaged locations are presented.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954153","usgsCitation":"Dillow, J., 1996, Technique for estimating magnitude and frequency of peak flows in Delaware: U.S. Geological Survey Water-Resources Investigations Report 95-4153, iv, 26 p. :ill., maps (some col.) ;28 cm. [PGS - 27 p.], https://doi.org/10.3133/wri954153.","productDescription":"iv, 26 p. :ill., maps (some col.) ;28 cm. [PGS - 27 p.]","costCenters":[],"links":[{"id":158401,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4153/report-thumb.jpg"},{"id":55699,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4153/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2c9","contributors":{"authors":[{"text":"Dillow, J.J.","contributorId":62245,"corporation":false,"usgs":true,"family":"Dillow","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":197051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68031,"text":"ha736 - 1996 - Geohydrology of the shallow aquifers in the Denver metropolitan area, Colorado","interactions":[],"lastModifiedDate":"2015-10-28T11:25:32","indexId":"ha736","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"736","title":"Geohydrology of the shallow aquifers in the Denver metropolitan area, Colorado","docAbstract":"<p>The Denver metropolitan area is underlain by shallow layers of water-bearing sediments (aquifers) consisting of unconsolidated gravel, sand, silt, and clay. The depth to water in these aquifers is less than 20 feet in much of the area, and the aquifers provide a ready source of water to numerous shallow, small-capacity wells. The shallow depth to water also makes the aquifers susceptible to contamination from the land surface. Water percolating downward from residential, commercial, and industrial property, spills of hazardous materials, and leaks from underground storage tanks and pipelines can cause contaminants to enter the shallow aquifers. Wet basements, unstable foundation materials, and waterlogged soils also are common in areas of very shallow ground water.<br />Knowledge of the extent, thickness, and water-table altitude of the shallow aquifers is incomplete. This, coupled with the complexity of development in this large metropolitan area, makes effective use, management, and protection of these aquifers extremely difficult. Mapping of the geologic and hydrologic characteristics of these aquifers would provide the general public and technical users with information needed to better use, manage, and protect this water resource. A study to map the geohydrology of shallow aquifers in the Denver metropolitan area was begun in 1994. The work was undertaken by the U.S. Geological Survey in cooperation with the U.S. Army-Rocky Mountain Arsenal, U.S. Department of Energy-Rocky Flats Field Office, Colorado Department of Public Health and Environment, Colorado Department of Natural Resources-State Engineers Office, Denver Water Department, Littleton-Englewood Wastewater Treatment Plant, East Cherry Creek Valley Water and Sanitation District, Metro Wastewater Reclamation District, Willows Water District, and the cities of Aurora, Lakewood, and Thornton.<br />This report presents the results of a systematic mapping of the extent, thickness, and water-table altitude of the shallow aquifers in a 700-square-mile part of the greater Denver metropolitan area (fig. 1). The five sheets in this report (figs. 2-7) show (1) the thickness and extent of the unconsolidated sediments that overlie bedrock formations in the area, (2) the altitude and configuration of the buried bedrock surface, (3) the altitude of the water table and direction of ground-water movement, (4) the saturated thickness of the shallow aquifers, and (5) the depth to the water table in the shallow aquifers. The maps primarily are intended to indicate the general trends in altitude and thickness of the aquifers and are not intended to define conditions at specific sites.</p>","language":"ENGLISH","doi":"10.3133/ha736","isbn":"0607855541","usgsCitation":"Robson, S.G., 1996, Geohydrology of the shallow aquifers in the Denver metropolitan area, Colorado: U.S. Geological Survey Hydrologic Atlas 736, 5 maps :col. ;96 90 x cm., on sheets 115 x 97 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha736.","productDescription":"5 maps :col. ;96 90 x cm., on sheets 115 x 97 cm., folded in envelope 30 x 24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":185717,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":266306,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/736/plate-1.pdf"},{"id":266308,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/736/plate-3.pdf"},{"id":266309,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/736/plate-4.pdf"},{"id":266310,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/736/plate-5.pdf"},{"id":266307,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/736/plate-2.pdf"}],"scale":"50000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -10.833333333333334,39.583333333333336 ], [ -10.833333333333334,39.75 ], [ -10.73472222222222,39.75 ], [ -10.73472222222222,39.583333333333336 ], [ -10.833333333333334,39.583333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8800","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68528,"text":"ha737 - 1996 - Geology and ground-water resources of the Blackfeet Indian Reservation, northwestern Montana","interactions":[],"lastModifiedDate":"2025-01-23T14:35:51.3727","indexId":"ha737","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"737","title":"Geology and ground-water resources of the Blackfeet Indian Reservation, northwestern Montana","docAbstract":"<p>Ground-water resources of the Blackfeet Indian Reservation are facing increased development for domestic and public drinking-water supplies and for industrial use. Along with the increased demand for ground-water data to address water-rights issues, water-quality concerns, and water-management decisions. The increased demand for ground water and ground-water data highlighted the need for a better understanding of the reservations&rsquo;s ground-water resources. To fulfill this need, a 3-year long investigation of the geology and ground-water resources of the Blackfeet Indian Reservation was made by the U.S. Geological Survey (USGS) in cooperation with the Blackfeet Water Resources Department.</p>","language":"English","doi":"10.3133/ha737","isbn":"0607855401","usgsCitation":"Cannon, M.R., 1996, Geology and ground-water resources of the Blackfeet Indian Reservation, northwestern Montana: U.S. Geological Survey Hydrologic Atlas 737, 2 Plates: 39.50 x 46.00 inches and 39.50 x 45.00 inches, https://doi.org/10.3133/ha737.","productDescription":"2 Plates: 39.50 x 46.00 inches and 39.50 x 45.00 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":185710,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90129,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/737/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90130,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/737/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":108677,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16206.htm","linkFileType":{"id":5,"text":"html"},"description":"16206"}],"scale":"25000","country":"United States","state":"Montana","otherGeospatial":"Blackfeet Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113.92382337824559,\n              49.00115786005651\n            ],\n            [\n              -113.92382337824559,\n              47.9492225969058\n            ],\n            [\n              -111.72750252269083,\n              47.9492225969058\n            ],\n            [\n              -111.72750252269083,\n              49.00115786005651\n            ],\n            [\n              -113.92382337824559,\n              49.00115786005651\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685826","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":278402,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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