{"pageNumber":"1311","pageRowStart":"32750","pageSize":"25","recordCount":46734,"records":[{"id":5608,"text":"fs14495 - 1995 - Automated feature extraction and classification from image sources","interactions":[],"lastModifiedDate":"2014-04-03T11:18:22","indexId":"fs14495","displayToPublicDate":"2000-04-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"144-95","title":"Automated feature extraction and classification from image sources","docAbstract":"The U.S. Department of the Interior, \nU.S. Geological Survey (USGS), and \nUnisys Corporation have completed a \ncooperative research and development \nagreement (CRADA) to explore automated \nfeature extraction and classification \nfrom image sources. The CRADA \nhelped the USGS define the spectral and \nspatial resolution characteristics of \nairborne and satellite imaging sensors \nnecessary to meet base cartographic and \nland use and land cover feature classification \nrequirements and help develop \nfuture automated geographic and cartographic \ndata production capabilities. The \nUSGS is seeking a new commercial \npartner to continue automated feature \nextraction and classification research and \ndevelopment.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs14495","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1995, Automated feature extraction and classification from image sources: U.S. Geological Survey Fact Sheet 144-95, 1 p., https://doi.org/10.3133/fs14495.","productDescription":"1 p.","numberOfPages":"1","costCenters":[],"links":[{"id":139645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs14495.jpg"},{"id":285415,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/0144-95/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9820","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528687,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5229,"text":"fs17995 - 1995 - Waste burial in arid environments - Application of Information from a field laboratory in the Mojave Desert, Southern Nevada","interactions":[],"lastModifiedDate":"2019-12-07T10:37:57","indexId":"fs17995","displayToPublicDate":"2000-04-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"179-95","title":"Waste burial in arid environments - Application of Information from a field laboratory in the Mojave Desert, Southern Nevada","docAbstract":"Because of the potentially harmful effect of improper waste disposal on water resources in the arid West, comprehensive laboratory and field studies are critical to identifying likely contaminant-release pathways and the potential for waste migration at arid sites. However, the quandary for those charged with assessment of the suitability of potential disposal sites is that site characterization and evaluation must be accomplished in a relatively short period of time-only 1 to 2 years. Data collection at the Mojave Desert field laboratory provides the needed long-term benchmark against which short-term data from proposed arid sites can be compared. The data base and monitoring facilities developed at the field laboratory also provide an excellent foundation upon which to build collaborative efforts with universities and local, State, and other Federal agencies to further the study and understanding of hydrologic processes in an arid environment.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs17995","usgsCitation":"Andraski, B.J., Prudic, D.E., and Nichols, W., 1995, Waste burial in arid environments - Application of Information from a field laboratory in the Mojave Desert, Southern Nevada: U.S. Geological Survey Fact Sheet 179-95, 4 p., https://doi.org/10.3133/fs17995.","productDescription":"4 p.","numberOfPages":"4","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology 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 \"}}]}","volume":"15","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58f9c8d6e4b0b7ea54524105","contributors":{"authors":[{"text":"Markon, Carl markon@usgs.gov","contributorId":140882,"corporation":false,"usgs":true,"family":"Markon","given":"Carl","email":"markon@usgs.gov","affiliations":[{"id":113,"text":"Alaska Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":692182,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17960,"text":"ofr95146 - 1995 - Precipitation data for water years 1992 and 1993 from a network of nonrecording gages at Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr95146","displayToPublicDate":"1999-02-01T00:00:00","publicationYear":"1995","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":"95-146","title":"Precipitation data for water years 1992 and 1993 from a network of nonrecording gages at Yucca Mountain, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr95146","usgsCitation":"Ambos, D., Flint, A.L., and Hevesi, J., 1995, Precipitation data for water years 1992 and 1993 from a network of nonrecording gages at Yucca Mountain, Nevada: U.S. Geological Survey Open-File Report 95-146, iii, 100 p. :maps ;28 cm., https://doi.org/10.3133/ofr95146.","productDescription":"iii, 100 p. :maps ;28 cm.","costCenters":[],"links":[{"id":151209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0146/report-thumb.jpg"},{"id":47198,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db680ecd","contributors":{"authors":[{"text":"Ambos, D.S.","contributorId":43373,"corporation":false,"usgs":true,"family":"Ambos","given":"D.S.","email":"","affiliations":[],"preferred":false,"id":178285,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flint, A. L.","contributorId":102453,"corporation":false,"usgs":true,"family":"Flint","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178286,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hevesi, J.A. 0000-0003-2898-1800","orcid":"https://orcid.org/0000-0003-2898-1800","contributorId":43320,"corporation":false,"usgs":true,"family":"Hevesi","given":"J.A.","affiliations":[],"preferred":false,"id":178284,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24115,"text":"ofr95565 - 1995 - Boreal Ecosystem-Atmosphere Study (BOREAS) 1993 laboratory data and notes, Thompson, Manitoba","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr95565","displayToPublicDate":"1998-05-01T00:00:00","publicationYear":"1995","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":"95-565","title":"Boreal Ecosystem-Atmosphere Study (BOREAS) 1993 laboratory data and notes, Thompson, Manitoba","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Reports Section--ESIC, distributor,","doi":"10.3133/ofr95565","issn":"0094-9140","usgsCitation":"O’Neill, K.P., Harden, J., and Trumbore, S., 1995, Boreal Ecosystem-Atmosphere Study (BOREAS) 1993 laboratory data and notes, Thompson, Manitoba: U.S. Geological Survey Open-File Report 95-565, no pages given ;28 cm., https://doi.org/10.3133/ofr95565.","productDescription":"no pages given ;28 cm.","costCenters":[],"links":[{"id":156356,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0565/report-thumb.jpg"},{"id":53269,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0565/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a61","contributors":{"authors":[{"text":"O’Neill, K. P.","contributorId":104935,"corporation":false,"usgs":true,"family":"O’Neill","given":"K.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":191343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harden, J.W. 0000-0002-6570-8259","orcid":"https://orcid.org/0000-0002-6570-8259","contributorId":38585,"corporation":false,"usgs":true,"family":"Harden","given":"J.W.","affiliations":[],"preferred":false,"id":191341,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Trumbore, S.E.","contributorId":57879,"corporation":false,"usgs":true,"family":"Trumbore","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":191342,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23424,"text":"ofr9527 - 1995 - Geophysical database of the east coast of the United States: southern Atlantic margin-Stratigraphy and velocity from multichannel seismic profiles","interactions":[],"lastModifiedDate":"2022-12-01T21:52:14.581906","indexId":"ofr9527","displayToPublicDate":"1998-01-10T00:00:00","publicationYear":"1995","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":"95-27","title":"Geophysical database of the east coast of the United States: southern Atlantic margin-Stratigraphy and velocity from multichannel seismic profiles","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9527","usgsCitation":"Hutchinson, D.R., Poag, C.W., and Popenoe, P., 1995, Geophysical database of the east coast of the United States: southern Atlantic margin-Stratigraphy and velocity from multichannel seismic profiles: U.S. Geological Survey Open-File Report 95-27, Report; ii, 64 p.; 1 Plate: 24.00 × 26.00 inches, https://doi.org/10.3133/ofr9527.","productDescription":"Report; ii, 64 p.; 1 Plate: 24.00 × 26.00 inches","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":19463,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1995/0027/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":409958,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19344.htm","linkFileType":{"id":5,"text":"html"}},{"id":157479,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0027/report-thumb.jpg"}],"country":"United States","otherGeospatial":"southern Atlantic margin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.03430685724693,\n              26.257451934659983\n            ],\n            [\n              -75.3022736539939,\n              26.257451934659983\n            ],\n            [\n              -75.3022736539939,\n              34.8400088618323\n            ],\n            [\n              -81.03430685724693,\n              34.8400088618323\n            ],\n            [\n              -81.03430685724693,\n              26.257451934659983\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c170","contributors":{"authors":[{"text":"Hutchinson, D. R.","contributorId":31770,"corporation":false,"usgs":true,"family":"Hutchinson","given":"D.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":190080,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poag, C. W.","contributorId":16402,"corporation":false,"usgs":true,"family":"Poag","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":190079,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Popenoe, Peter","contributorId":62206,"corporation":false,"usgs":true,"family":"Popenoe","given":"Peter","email":"","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":190081,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27716,"text":"wri954224 - 1995 - Magnitude and frequency of floods in Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri954224","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-4224","title":"Magnitude and frequency of floods in Arkansas","docAbstract":"Methods are presented for estimating the magnitude and frequency of peak discharges of streams in Arkansas. Regression analyses were developed in which a stream's physical and flood characteristics were related. Four sets of regional regression equations were derived to predict peak discharges with selected recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years on streams draining less than 7,770 square kilometers. The regression analyses indicate that size of drainage area, main channel slope, mean basin elevation, and the basin shape factor were the most significant basin characteristics that affect magnitude and frequency of floods. The region of influence method is included in this report. This method is still being improved and is to be considered only as a second alternative to the standard method of producing regional regression equations. This method estimates unique regression equations for each recurrence interval for each ungaged site. The regression analyses indicate that size of drainage area, main channel slope, mean annual precipitation, mean basin elevation, and the basin shape factor were the most significant basin and climatic characteristics that affect magnitude and frequency of floods for this method. Certain recommendations on the use of this method are provided. A method is described for estimating the magnitude and frequency of peak discharges of streams for urban areas in Arkansas. The method is from a nationwide U.S. Geeological Survey flood frequency report which uses urban basin characteristics combined with rural discharges to estimate urban discharges. Annual peak discharges from 204 gaging stations, with drainage areas less than 7,770 square kilometers and at least 10 years of unregulated record, were used in the analysis. These data provide the basis for this analysis and are published in the Appendix of this report as supplemental data. Large rivers such as the Red, Arkansas, White, Black, St. Francis, Mississippi, and Ouachita Rivers have floodflow characteristics that differ from those of smaller tributary streams and were treated individually. Regional regression equations are not applicable to these large rivers. The magnitude and frequency of floods along these rivers are based on specific station data. This section is provided in the Appendix and has not been updated since the last Arkansas flood frequency report (1987b), but is included at the request of the cooperator.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nOpen File Reports Section [distributor],","doi":"10.3133/wri954224","usgsCitation":"Hodge, S.A., and Tasker, G.D., 1995, Magnitude and frequency of floods in Arkansas: U.S. Geological Survey Water-Resources Investigations Report 95-4224, 1 v. (various pagings) :ill., maps ;28 cm. +1 computer disk (3 1/2 in.) [PGS - 52 p.]; Software can be downloaded from: http://ar.water.usgs.gov/LOCAL_REPORTS/WRIR95-4224.zip, https://doi.org/10.3133/wri954224.","productDescription":"1 v. (various pagings) :ill., maps ;28 cm. +1 computer disk (3 1/2 in.) [PGS - 52 p.]; Software can be downloaded from: http://ar.water.usgs.gov/LOCAL_REPORTS/WRIR95-4224.zip","costCenters":[],"links":[{"id":124016,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4224/report-thumb.jpg"},{"id":2238,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://ar.water.usgs.gov/LOCAL_REPORTS/WRIR95-4224.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56560,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4224/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64954e","contributors":{"authors":[{"text":"Hodge, Scott A.","contributorId":61466,"corporation":false,"usgs":true,"family":"Hodge","given":"Scott","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198580,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198581,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25527,"text":"wri934138 - 1995 - Geohydrology of the Gallup's Quarry area, Plainfield, Connecticut","interactions":[],"lastModifiedDate":"2019-10-14T12:52:08","indexId":"wri934138","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"93-4138","title":"Geohydrology of the Gallup's Quarry area, Plainfield, Connecticut","docAbstract":"<p>The geohydrology of the Gallup's Quarry area in Plainfield, Connecticut was characterized by the U.S. Geological Survey, in cooperation with the U.S. Environmental Protection Agency, to provide a preliminary framework for future remedial efforts. Gallup's Quarry, an inactive sand and gravel pit, was the site of unregulated disposal of an unknown volume of chemical wastes from at least the summer of 1977 until January 1978. Existing information collected for the Connecticut Department of Environmental Protection during 1978-82 showed that ground water beneath Gallup's Quarry and adjacent land to the northwest was contaminated by organic and inorganic compounds. There is also some evidence for contamination of Mill Brook, which is located north and northwest of the disposal areas. </p><p>Geologic mapping and subsurface data show that unconsolidated surficial materials up to 90 feet thick overlie fractured crystalline bedrock in most of the Gallup's Quarry area. The surficial materials consist primarily of stratified drift and till. Texture changes vertically and laterally within the stratified drift; grain size ranges from very coarse to fine. Till blankets the bedrock surface beneath the stratified drift and is a few feet to as much as 25 feet thick. Bedrock is exposed at land surface in a hill in the southeastern part of the quarry and slopes to depths of up to 90 feet beneath the area west and north of the disposal sites. The bedrock is a dark, fine-grained, fractured and jointed blastomylonite and hornblende gneiss of the Quinebaug Formation. It is likely that a west- northwest-trending fault is present in the bedrock beneath Gallup's Quarry; this fault, if present, may provide a preferential pathway for ground-water flow and contaminant transport. </p><p>The principal horizontal direction of ground-water flow and movement of dissolved contaminants in the stratified drift was to the northwest of the waste-disposal areas toward Mill Brook in 1978. Estimates of average annual recharge based on regional analyses for 1978-91 are 30 inches in areas where stratified drift are exposed and 9.6 inches in areas where till and crystalline bedrock are exposed. The hydraulic conductivity of the coarse-grained stratified drift, identified in earlier U.S. Geological Survey studies as part of an aquifer capable of yielding large quantities of water, may be several hundred feet per day. The hydraulic conductivity of the till, based on regional information, is likely 0.04 to 24 feet per day. </p><p>More detailed geohydrologic information is required to develop effective remedial programs at Gallup's Quarry, particularly in the areas north and west of the waste-disposal areas. Detailed subsurface geologic mapping and definition of head distribution and other hydraulic properties of each geohydrologic unit would indicate directions and rates of ground-water flow. Most importantly, the present extent of contamination of water and sediments throughout the area will have to be determined.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934138","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Melvin, R., Stone, J., Craft, P.A., and Lane, J.W., 1995, Geohydrology of the Gallup's Quarry area, Plainfield, Connecticut: U.S. Geological Survey Water-Resources Investigations Report 93-4138, Report: vi, 52 p.; 2 Plates: 26.51 x 23.46 inches and 27.98 x 33.02 inches, https://doi.org/10.3133/wri934138.","productDescription":"Report: vi, 52 p.; 2 Plates: 26.51 x 23.46 inches and 27.98 x 33.02 inches","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":349850,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4138/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349851,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4138/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4138/report-thumb.jpg"}],"datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Connecticut","city":"Plainfield","otherGeospatial":"Gallup's Quarry area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.96019172668457,\n              41.65777973769656\n            ],\n            [\n              -71.89744949340819,\n              41.65777973769656\n            ],\n            [\n              -71.89744949340819,\n              41.6875916687549\n            ],\n            [\n              -71.96019172668457,\n              41.6875916687549\n            ],\n            [\n              -71.96019172668457,\n              41.65777973769656\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a899a","contributors":{"authors":[{"text":"Melvin, Robert L.","contributorId":96277,"corporation":false,"usgs":true,"family":"Melvin","given":"Robert L.","affiliations":[],"preferred":false,"id":194052,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stone, Janet Radway","contributorId":72793,"corporation":false,"usgs":true,"family":"Stone","given":"Janet Radway","affiliations":[],"preferred":false,"id":194053,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Craft, Patrick A.","contributorId":201229,"corporation":false,"usgs":true,"family":"Craft","given":"Patrick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194054,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lane, John W. Jr. 0000-0002-3558-243X jwlane@usgs.gov","orcid":"https://orcid.org/0000-0002-3558-243X","contributorId":189168,"corporation":false,"usgs":true,"family":"Lane","given":"John","suffix":"Jr.","email":"jwlane@usgs.gov","middleInitial":"W.","affiliations":[{"id":486,"text":"OGW Branch of Geophysics","active":true,"usgs":true},{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":false,"id":194051,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26109,"text":"wri954207 - 1995 - Water resources of the Bad River Indian Reservation, northern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-26T11:29:54","indexId":"wri954207","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-4207","title":"Water resources of the Bad River Indian Reservation, northern Wisconsin","docAbstract":"<p>Water-resources data were collected in the Bad River Indian Reservation of northern Wisconsin from 1983 through 1987. Some data are interpreted to describe ground-water flow, groundwater quality, streamflow, and surface-water quality. Data also are presented in tables and appendixes for baseline reference.</p>\n<p>Precambrian sandstone and basalt underlie varying thicknesses of sandy till, outwash sand and gravel, and clay deposited in glacial meltwater lakes. The thickness of glacial deposits generally ranges from 100 to 300 ft but reaches a known thickness of almost 1,000 ft on the east-central edge of the Reservation. Sand and gravel deposits are generally buried beneath 50 to 150 ft of glacial lake clays and silts throughout most of the Reservation. These buried sand and gravel deposits lie directly on Precambrian sandstone of unknown thickness in the northern half of the Reservation. The sand and gravel deposits and the sandstone form a single aquifer system confined by the overlying clay deposits. In and near the village of Odanah, numerous wells finished in either the sand and gravel or in the sandstone flow above land surface.</p>\n<p>Estimates of the horizontal hydraulic conductivity of the sand and gravel based on 30 specific- capacity tests range from about 2 to 700 ft per day with a median value of about 80 ft per day. Horizontal hydraulic conductivity estimates for the sandstone range from about 1 to 360 ft per day with a median of about 2 ft per day. These estimates are based on 42 specific-capacity tests of wells open only to the upper 20 to 60 ft of sandstone. The horizontal hydraulic conductivity of the sandstone appears to decrease with depth; highest estimates were determined for wells open only to the upper 20 ft of sandstone.</p>\n<p>Ground water in the confined aquifer system is a calcium magnesium bicarbonate type with relatively low total dissolved solids concentrations. The median total dissolved solids concentration of water from 17 sand and gravel wells is about 150 milligrams per liter and the median for water from 21 sandstone wells is about 244 milligrams per liter. High concentrations of iron and manganese were found in water from 12 of 36 sampled wells. Total recoverable concentrations of iron exceeded 500 micrograms per liter in 5 wells and concentrations of manganese exceeded 50 micrograms per liter in 7 wells.</p>\n<p>Streamflow has been continuously measured at a streamflow-gaging station in the Bad River near Odanah for much of the time since 1914. This station monitors drainage from a basin with an area of 597 square miles and the average daily discharge of the Bad River at this gaging station is 622 cubic feet per second. The peak instantaneous flow at the station was 27,700 cubic feet per second on April 24, 1960 and the minimum instantaneous flow was 34 cubic feet per second on November 8,1976.</p>\n<p>Analysis of water samples collected at 12 sites at 10 small streams during base-flow conditions indicate that the concentrations of common chemical constituents are similar to but lower than those found in ground water. The median concentration of total dissolved solids was about 110 milligrams per liter as compared to about 155 milligrams per liter in ground-water samples from wells finished in sand and gravel.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954207","collaboration":"Prepared in cooperation with the Bad River Indian Tribe of Wisconsin","usgsCitation":"Batten, W.G., and Lidwin, R., 1995, Water resources of the Bad River Indian Reservation, northern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 95-4207, Report: iv, 45 p.; 2 Plates: 14.00 x 19.90 inches, https://doi.org/10.3133/wri954207.","productDescription":"Report: iv, 45 p.; 2 Plates: 14.00 x 19.90 inches","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":123822,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4207/report-thumb.jpg"},{"id":2058,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://wi.water.usgs.gov/pubs/WRIR-95-4207/index.html","linkFileType":{"id":5,"text":"html"}},{"id":54907,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54906,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4207/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54905,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4207/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Ashland County, Iron County","otherGeospatial":"Bad River Indian Reservation, Lake Superior, Madeline Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.7470703125,\n              46.238752301105706\n            ],\n            [\n              -90.7470703125,\n              46.67205646734499\n            ],\n            [\n              -90.3680419921875,\n              46.67205646734499\n            ],\n            [\n              -90.3680419921875,\n              46.238752301105706\n            ],\n            [\n              -90.7470703125,\n              46.238752301105706\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47e6e4b07f02db4bc06c","contributors":{"authors":[{"text":"Batten, W. G.","contributorId":89504,"corporation":false,"usgs":true,"family":"Batten","given":"W.","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":195823,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lidwin, R.A.","contributorId":33349,"corporation":false,"usgs":true,"family":"Lidwin","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":195822,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25843,"text":"wri954258 - 1995 - Water-quality characteristics of five tributaries to the Chesapeake Bay at the Fall Line, Virginia, July 1988 through June 1993","interactions":[],"lastModifiedDate":"2018-10-30T13:33:31","indexId":"wri954258","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-4258","title":"Water-quality characteristics of five tributaries to the Chesapeake Bay at the Fall Line, Virginia, July 1988 through June 1993","docAbstract":"<p>Development in the Chesapeake Bay region has adversely affected the water quality of the Bay. The general degradation in the Bay has resulted in the decline of commercial fishing industries and has reduced the area of aquatic vegetation that provides food and habitat for fish and shellfish. In order to assess the effectiveness of programs aimed at reducing the effects of excess nutrients and suspended solids on Chesapeake Bay, it is necessary to quantify the loads of these constituents into the Bay, and to evaluate the trends in water quality. This report presents the results of a study funded by the Virginia Department of Environmental Quality Chesapeake Bay and Coastal Programs and the U.S. Geological Survey, to monitor and estimate loads of selected nutrients and suspended solids discharged to Chesapeake Bay from five major tributaries in Virginia. The water-quality data and load estimates provided in this report also will be used to calibrate computer models of Chesapeake Bay.</p><p>Water-quality constituents were monitored in the James and Rappahannock Rivers over a 5-year period, and in the Pamunkey, Appomattox, and Mattaponi Rivers over a 4-year period. Water-quality samples were collected from July 1, 1988 through June 30, 1993, for the James and Rappahannock Rivers; from July 1, 1989 through June 30, 1993, for the Pamunkey and Appomattox Rivers; and from September 1,1989 through June 30, 1993, for the Mattaponi River. Water-quality samples were collected on a scheduled basis and during stormflow to cover a range in discharge conditions. Monitore water-quality constituents, for which loads were estimated include total suspended solids (residue, total at 105° Celsius), dissolved nitrite-plus-nitrate nitrogen,&nbsp;dissolved ammonia nitrogen, total Kjeldahl nitrogen, total nitrogen, total phosphorus, dissolved orthophosphorus, total organic carbon, and dissolved silica. Organic nitrogen concentrations were calculated from measurements of ammonia and total Kjeldahl nitrogen, and organic nitrogen loads were estimated using these calculations. Other selected water-quality constituents were monitored for which loads were not calculated. Daily mean load estimates of each constituent were computed by use of a seven-parameter log-linear regression model that uses variables of time, discharge, and seasonality.</p><p>Concentration of total nitrogen ranged from less than 0.14 to 3.41 mg/L (milligrams per liter), with both extreme values occurring at the Rappahannock River. Concentration of total Kjeldahl nitrogen ranged from less than 0.1 mg/L in the James, Rappahannock, and Appomattox Rivers to 3.0 mg/L in the James River. Organic nitrogen was the predominant form of nitrogen at all stations except the Rappahannock River, where nitrite plus-nitrate nitrogen was predominant, and organic nitrogen comprised the majority of the measured total Kjeldahl nitrogen at all stations, ranging from 0.01 mg/L in the Appomattox River to 2.86 mg/L in the James River. Concentration of dissolved ammonia nitrogen ranged from 0.01 mg/L in the Pamunkey River to 0.54 mg/L at the James River. Concentration of nitrite-plusnitrate nitrogen ranged from 0.02 to 1.05 mg/L in the James River. Concentrations of total phosphorus ranged from less than 0.01 mg/L in the Rappahannock and the Mattaponi Rivers to 1.4 mg/L in the James River. Dissolved orthophosphorus ranged from less than 0.01 mg/L in all five rivers to 0.51 mg/L in the James River. Total suspended solids ranged from a concentration of less than 1 mg/L in all five rivers to 844 mg/L in the&nbsp;Rappahannock River. Total organic carbon ranged from 1.1 mg/L in the Appomattox River to 110 mg/L in the Rappahannock River. Dissolved silica ranged from 2.4 mg/L in the James River to 18 mg/L in the Appomattox River.</p><p>The James and Rappahannock Rivers had high median concentrations and large ranges in concentrations for most constituents, probably because of a greater number of point and nonpoint sources of nutrients and suspended solids, and differences in land use when compared with the other basins. A significantly higher median concentration and greater range of dissolved orthophosphorus generally occurred at the James River than in all other rivers, which primarily is due to the greater number of point sources, such as municipal waste-water treatment plants. The Rappahannock River had significantly higher median concentrations and greater ranges of dissolved nitrite-plus-nitrate nitrogen and total nitrogen than other rivers, probably derived from agricultural sources. Total organic carbon was highest in the Mattaponi and Pamunkey River Basins that contain expanses of wetlands. The Appomattox River had the highest concentration of dissolved silica.</p><p>The median monthly load of total nitrogen ranged from 16,500 kg (kilogram) in the Mattaponi River to 371,000 kg in the James River. Total Kjeldahl nitrogen ranged from a median monthly load of 12,500 kg in the Mattaponi River to 205,500 kg, also in the James River. Organic nitrogen comprised the majority of the total Kjeldahl nitrogen load in all five rivers, ranging from a median monthly load of 11,251 kg in the Mattaponi River to 3,299,500 kg in the James River. The median monthly load of dissolved ammonia nitrogen was 1,130 kg in the Mattaponi River and was as much as 21,050 kg in the James River, whereas nitrite-plus-nitrate nitrogen ranged from a median monthly load of 4,065 kg in the Mattaponi River to 156,500 kg in the James River. The median monthly load of total phosphorus ranged from 1,670 kg in the Mattaponi River to 61,600 kg in the James River, whereas the median monthly load of dissolved orthophosphorus ranged from 350 kg in the Mattaponi River to 25,900 kg in the James River. Total suspended solids ranged from a median monthly load of 241,500 kg in the Mattaponi River to 20,050,000 kg in the James River. Total organic carbon ranged from a median monthly load of 167,000 kg in the Mattaponi River to 2,100,000 kg in the James River. The median monthly load of dissolved silica ranged from 209,500 kg in the Mattaponi River to 3,625,000 kg in the James River.</p><p>In general, annual loads for complete years of data collection were greatest at the James River for all constituents, probably because of the much higher discharge, greater basin size, and higher rates of runoff. Yields, or computations of loads per square mile of basin area, were generally highest at the Rappahannock River for total suspended solids, total Kjeldahl nitrogen, nitrite-plusnitrate nitrogen, and total nitrogen. Dissolved orthophosphorus was the only constituent with a yield consistently greater at the James River. Yields of total phosphorus were highest for the James and Rappahannock River basins, whereas yields of dissolved ammonia nitrogen, total organic carbon, and dissolved silica were similar for all five river basins.</p><p>Quality-assurance analyses that compare the results of the Virginia Division of Consolidated Laboratory Services and the U.S. Geological Survey Laboratory indicate that there are statistically significant differences between the laboratories for several constituents. Differences between laboratories were found to be caused by differences in analytical reporting limits, differences in analytical technique, or a slight bias at both laboratories. Quality-assurance data were used to address analytical technique problems, and to qualify final concentrations and loads.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954258","collaboration":"Prepared in cooperation with the Virginia Department of Environmental Quality Chesapeake Bay and Coastal Programs","usgsCitation":"Belval, D.L., Campbell, J.P., Phillips, S.W., and Bell, C.F., 1995, Water-quality characteristics of five tributaries to the Chesapeake Bay at the Fall Line, Virginia, July 1988 through June 1993: U.S. Geological Survey Water-Resources Investigations Report 95-4258, Report: vi, 71 p.; Appendices: 1 diskette, https://doi.org/10.3133/wri954258.","productDescription":"Report: vi, 71 p.; Appendices: 1 diskette","costCenters":[],"links":[{"id":158506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4258/report-thumb.jpg"},{"id":54588,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4258/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":358967,"rank":3,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/wri/1995/4258/wri954258.zip","text":"Diskette","linkFileType":{"id":6,"text":"zip"}}],"country":"United States","state":"Virginia ","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688e9b","contributors":{"authors":[{"text":"Belval, Donna L.","contributorId":66736,"corporation":false,"usgs":true,"family":"Belval","given":"Donna","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Campbell, Jean P.","contributorId":67969,"corporation":false,"usgs":true,"family":"Campbell","given":"Jean","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195313,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Phillips, Scott W. 0000-0002-1637-9428 swphilli@usgs.gov","orcid":"https://orcid.org/0000-0002-1637-9428","contributorId":191221,"corporation":false,"usgs":true,"family":"Phillips","given":"Scott","email":"swphilli@usgs.gov","middleInitial":"W.","affiliations":[{"id":5067,"text":"Northeast Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":195310,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bell, Clifton F.","contributorId":79905,"corporation":false,"usgs":true,"family":"Bell","given":"Clifton","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":195311,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26574,"text":"wri954150 - 1995 - Contamination of wells completed in the Roubidoux aquifer by abandoned zinc and lead mines, Ottawa County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri954150","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-4150","title":"Contamination of wells completed in the Roubidoux aquifer by abandoned zinc and lead mines, Ottawa County, Oklahoma","docAbstract":"The Roubidoux aquifer in Ottawa County Oklahoma is used extensively as a source of water for public supplies, commerce, industry, and rural water districts. Water in the Roubidoux aquifer in eastern Ottawa County has relatively low dissolved-solids concentrations (less than 200 mg/L) with calcium, magnesium, and bicarbonate as the major ions. The Boone Formation is stratigraphically above the Roubidoux aquifer and is the host rock for zinc and lead sulfide ores, with the richest deposits located in the vicinity of the City of Picher. Mining in what became known as the Picher mining district began in the early 1900's and continued until about 1970. The water in the abandoned zinc and lead mines contains high concentrations of calcium, magnesium, bicarbonate, sulfate, fluoride, cadmium, copper, iron, lead, manganese, nickel, and zinc. Water from the abandoned mines is a potential source of contamination to the Roubidoux aquifer and to wells completed in the Roubidoux aquifer.\r\nWater samples were collected from wells completed in the Roubidoux aquifer in the Picher mining district and from wells outside the mining district to determine if 10 public supply wells in the mining district are contaminated. The chemical analyses indicate that at least 7 of the 10 public supply wells in the Picher mining district are contaminated by mine water. Application of the Mann-Whitney test indicated that the concentrations of some chemical constituents that are indicators of mine-water contamination are different in water samples from wells in the mining area as compared to wells outside the mining area. Application of the Wilcoxon signed-rank test showed that the concentrations of some chemical constituents that are indicators of mine-water contamination were higher in current (1992-93) data than in historic (1981-83) data, except for pH, which was lower in current than in historic data. pH and sulfate, alkalinity, bicarbonate, magnesium, iron, and tritium concentrations consistently indicate that the Cardin, Commerce 1, Commerce 3, Picher 2, Picher 3, Picher 4, and Quapaw 2 wells are contaminated.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954150","usgsCitation":"Christenson, S.C., 1995, Contamination of wells completed in the Roubidoux aquifer by abandoned zinc and lead mines, Ottawa County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 95-4150, vi, 114 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954150.","productDescription":"vi, 114 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1975,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954150/","linkFileType":{"id":5,"text":"html"}},{"id":124595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_95_4150.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691ad6","contributors":{"authors":[{"text":"Christenson, Scott C. schris@usgs.gov","contributorId":980,"corporation":false,"usgs":true,"family":"Christenson","given":"Scott","email":"schris@usgs.gov","middleInitial":"C.","affiliations":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true}],"preferred":true,"id":196643,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25988,"text":"wri954249 - 1995 - Documented and potential extreme peak discharges and relation between potential extreme peak discharges and probable maximum flood peak discharges in Texas","interactions":[],"lastModifiedDate":"2018-10-25T08:58:38","indexId":"wri954249","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-4249","title":"Documented and potential extreme peak discharges and relation between potential extreme peak discharges and probable maximum flood peak discharges in Texas","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the Texas Department of Transportation, conducted a study of extreme flood potential for Texas. Potential extreme peak discharges, derived from the relation between documented extreme peak discharges and their contributing drainage areas, can provide valuable information concerning the maximum expected peak discharge that could occur at a stream site. Documented extreme peak discharges and associated data were aggregated for 832 sites with and without streamflow-gaging stations in natural basins in Texas. </p><p>A potential extreme peak discharge curve was developed for each of 11 hydrologic regions in Texas and for the State as a whole, based on documented extreme peak discharges and associated contributing drainage areas. The curve envelops, for a large range of drainage areas, the largest documented extreme peak discharges. Potential extreme peak discharges estimated from the curves were compared to probable maximum flood peak discharges estimated from various simulation models.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri954249","collaboration":"Prepared in cooperation with the Texas Department of Transportation","usgsCitation":"Asquith, W.H., and Slade, R.M., 1995, Documented and potential extreme peak discharges and relation between potential extreme peak discharges and probable maximum flood peak discharges in Texas: U.S. Geological Survey Water-Resources Investigations Report 95-4249, Report: iii, 58 p.; 1 Plate: 24.00 x 23.92 inches, https://doi.org/10.3133/wri954249.","productDescription":"Report: iii, 58 p.; 1 Plate: 24.00 x 23.92 inches","costCenters":[{"id":583,"text":"Texas Water Science 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,{"id":22146,"text":"ofr95698 - 1995 - Seismic imaging of Kilauea volcano and Loihi Seamount: 1994 onshore-offshore experiment data from the Hawaiian Volcano Observatory seismic network","interactions":[],"lastModifiedDate":"2021-12-21T21:22:03.219982","indexId":"ofr95698","displayToPublicDate":"1997-10-01T00:00:00","publicationYear":"1995","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":"95-698","title":"Seismic imaging of Kilauea volcano and Loihi Seamount: 1994 onshore-offshore experiment data from the Hawaiian Volcano Observatory seismic network","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr95698","issn":"0094-9140","usgsCitation":"Kong, L.S., Okubo, P.G., Webb, S.C., Duennebier, F., McDonald, M.A., Crawford, W.C., and Hildebrand, J.A., 1995, Seismic imaging of Kilauea volcano and Loihi Seamount: 1994 onshore-offshore experiment data from the Hawaiian Volcano Observatory seismic network: U.S. Geological Survey Open-File Report 95-698, 113 p., https://doi.org/10.3133/ofr95698.","productDescription":"113 p.","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":393260,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18538.htm"},{"id":156411,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0698/report-thumb.jpg"},{"id":51594,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0698/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Hawaii","otherGeospatial":"Kilauea volcano, Loihi Seamount","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -155.5128479003906,\n              18.637136443268787\n            ],\n            [\n              -155.11459350585938,\n              18.637136443268787\n            ],\n            [\n              -155.11459350585938,\n              19.48601289077924\n            ],\n            [\n              -155.5128479003906,\n              19.48601289077924\n            ],\n            [\n              -155.5128479003906,\n              18.637136443268787\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb793","contributors":{"authors":[{"text":"Kong, L. S.","contributorId":23977,"corporation":false,"usgs":true,"family":"Kong","given":"L.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":187316,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Okubo, P. G. 0000-0002-0381-6051","orcid":"https://orcid.org/0000-0002-0381-6051","contributorId":95899,"corporation":false,"usgs":true,"family":"Okubo","given":"P.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":187322,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Webb, S. C.","contributorId":45741,"corporation":false,"usgs":true,"family":"Webb","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":187317,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Duennebier, F. K.","contributorId":52593,"corporation":false,"usgs":true,"family":"Duennebier","given":"F. K.","affiliations":[],"preferred":false,"id":187318,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"McDonald, M. A.","contributorId":55474,"corporation":false,"usgs":true,"family":"McDonald","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":187320,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Crawford, W. C.","contributorId":53837,"corporation":false,"usgs":true,"family":"Crawford","given":"W.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":187319,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Hildebrand, J. A.","contributorId":93526,"corporation":false,"usgs":true,"family":"Hildebrand","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":187321,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":28901,"text":"wri954204 - 1995 - Water resources of Teton County, Wyoming, exclusive of Yellowstone National Park","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri954204","displayToPublicDate":"1997-08-01T00:00:00","publicationYear":"1995","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":"95-4204","title":"Water resources of Teton County, Wyoming, exclusive of Yellowstone National Park","docAbstract":"Surface- and ground-water data were collected and analyzed to describe the water resources of that part of Teton County, Wyoming located south of Yellowstone National Park. Wells and springs inventoried in the Teton County study area most commonly were completed in or issued from Quaternary unconsolidated deposits and Tertiary, Mesozoic, and Paleozoic rocks. The largest measured, reported, or estimated discharges were from Quaternary uncon- solidated deposits (3,000 gallons per minute), the Bacon Ridge Sandstone of Cretaceous age (800 gallons per minute), and the Madison Limestone of Mississippian age (800 gallons per minute). Dissolved-solids concentrations in water samples from Quaternary unconsolidated deposits and Tertiary, Mesozoic, and Paleozoic rocks ranged from 80 to 1,060 milligrams per liter. A time-domain electromagnetic survey of Jackson Hole indicated that the depth of Quaternary unconsolidated deposits ranged from about 380 feet in the northern part of Antelope Flats to about 2,400 feet near the Potholes area in Grand Teton National Park. A streamflow gain-and-loss study indicated that the ground-water discharge to the Snake River between gaging stations near Moran and south of the Flat Creek confluence, near Jackson, was 395 cubic feet per second. Water level contours generated from 137 water-level measurements and 118 stream altitudes indicated that water in Quaternary unconsolidated deposits flows southwest in the general direction of the Snake River.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954204","usgsCitation":"Nolan, B.T., and Miller, K.A., 1995, Water resources of Teton County, Wyoming, exclusive of Yellowstone National Park: U.S. Geological Survey Water-Resources Investigations Report 95-4204, vi, 76 p. :ill., maps ;28 cm. +3 folded maps., https://doi.org/10.3133/wri954204.","productDescription":"vi, 76 p. :ill., maps ;28 cm. +3 folded maps.","costCenters":[],"links":[{"id":123725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4204/report-thumb.jpg"},{"id":57775,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c340","contributors":{"authors":[{"text":"Nolan, B. T.","contributorId":21565,"corporation":false,"usgs":true,"family":"Nolan","given":"B.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200586,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, K. A.","contributorId":81848,"corporation":false,"usgs":true,"family":"Miller","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200587,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23587,"text":"ofr95463 - 1995 - Hydrologic data for the Weldon Spring chemical plant site and vicinity property, St. Charles County, Missouri, 1989-95","interactions":[],"lastModifiedDate":"2022-12-12T22:58:12.015201","indexId":"ofr95463","displayToPublicDate":"1997-06-01T00:00:00","publicationYear":"1995","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":"95-463","title":"Hydrologic data for the Weldon Spring chemical plant site and vicinity property, St. Charles County, Missouri, 1989-95","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95463","usgsCitation":"Kleeschulte, M., 1995, Hydrologic data for the Weldon Spring chemical plant site and vicinity property, St. Charles County, Missouri, 1989-95: U.S. Geological Survey Open-File Report 95-463, iii, 68 p., https://doi.org/10.3133/ofr95463.","productDescription":"iii, 68 p.","costCenters":[],"links":[{"id":410340,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18480.htm","linkFileType":{"id":5,"text":"html"}},{"id":52879,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0463/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0463/report-thumb.jpg"}],"country":"United States","state":"Missouri","county":"St. Charles County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -90.8,\n              38.752\n            ],\n            [\n              -90.8,\n              38.653\n            ],\n            [\n              -90.66,\n              38.653\n            ],\n            [\n              -90.66,\n              38.752\n            ],\n            [\n              -90.8,\n              38.752\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db60825b","contributors":{"authors":[{"text":"Kleeschulte, M. J.","contributorId":73222,"corporation":false,"usgs":true,"family":"Kleeschulte","given":"M. J.","affiliations":[],"preferred":false,"id":190366,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21756,"text":"ofr95601 - 1995 - Earthquake data report, January 1995","interactions":[],"lastModifiedDate":"2013-09-17T15:10:52","indexId":"ofr95601","displayToPublicDate":"1997-06-01T00:00:00","publicationYear":"1995","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":"95-601","title":"Earthquake data report, January 1995","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey, National Earthquake Information Center :Books and Open-File Reports Section [distributor],","doi":"10.3133/ofr95601","issn":"0566-8174","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"National Earthquake Information Center, 1995, Earthquake data report, January 1995: U.S. Geological Survey Open-File Report 95-601, 5 computer disks ;5 1/4 in., https://doi.org/10.3133/ofr95601.","productDescription":"5 computer disks ;5 1/4 in.","costCenters":[],"links":[{"id":154560,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":277692,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1995/0601/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a7f6","contributors":{"authors":[{"text":"National Earthquake Information Center","contributorId":128066,"corporation":true,"usgs":false,"organization":"National Earthquake Information Center","id":529071,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28680,"text":"wri954100 - 1995 - Ground-water resources in New Hampshire: Stratified-drift aquifers","interactions":[],"lastModifiedDate":"2022-02-02T22:10:10.197828","indexId":"wri954100","displayToPublicDate":"1997-05-01T00:00:00","publicationYear":"1995","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":"95-4100","title":"Ground-water resources in New Hampshire: Stratified-drift aquifers","docAbstract":"Stratified-drift aquifers underlie about 14 percent of the land surface in New Hampshire and are an important source of ground water for commercial, industrial, domestic, and public-water supplies in the State. This report introduces terms and concepts relevant to ground-water resources, summarizes some of the important information derived from a statewide stratified-drift-aquifer investigation, and provides examples of how the findings are used . The purpose of this report is to provide an overview of the stratified-drift aquifer assessment program, thus making summary information accessible to a broad audience, including legislators, State and local officials, and the public. \r\nDifferent audiences will use the report in different ways . To accommodate the varied audiences, some data are summarized statewide, some are presented by major river basin, and some are provided by town. During data collection, care was taken to use consistent methods for each of the 13 study areas (fig. 1) so that results would be comparable throughout the State . If more specific or detailed information about a particular area of interest is needed, the reader is directed to one or more of the technical reports listed in the Selected References section of this report.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954100","usgsCitation":"Medalie, L., and Moore, R.B., 1995, Ground-water resources in New Hampshire: Stratified-drift aquifers: U.S. Geological Survey Water-Resources Investigations Report 95-4100, v, 31 p., https://doi.org/10.3133/wri954100.","productDescription":"v, 31 p.","costCenters":[],"links":[{"id":126748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_95_4100.jpg"},{"id":2266,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954100","linkFileType":{"id":5,"text":"html"}},{"id":395319,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48205.htm"}],"country":"United 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B.","contributorId":98720,"corporation":false,"usgs":true,"family":"Moore","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200222,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22242,"text":"ofr95739 - 1995 - Use and occurrence of pesticides in the Apalachicola-Chattahoochee-Flint River basin, Georgia, Alabama, and Florida, 1960-91","interactions":[],"lastModifiedDate":"2017-01-04T12:50:54","indexId":"ofr95739","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1995","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":"95-739","title":"Use and occurrence of pesticides in the Apalachicola-Chattahoochee-Flint River basin, Georgia, Alabama, and Florida, 1960-91","docAbstract":"The Apalachicola-Chattahoochee-Flint (ACF) River basin was one of the first 20 study units selected in 1991 by the U.S. Geological Survey for its National Water-Quality Assessment (NAWQA) program. Because pesticide contamination of surface water and ground water is a concern nationwide, a major emphasis of the NAWQA program is to examine the occurrence and distribution of pesticides in the water resources of these study unit basins. An understanding of the types and distribution of land uses; pesticide properties, pest-control practices, and pesticide use; and an evaluation of the occurrence and distribution of pesticides in the water resources of the ACF are necessary to meet this objective of the NAWQA program. This report describes land use and pesticide use at a county level, and the occurrence and distribution of pesticides in the water resources of the ACF River basin on the basis of previously-collected data. \r\n\r\nAbout 33 percent of the ACF River basin is used for agriculture, 16 percent is used for silviculture, and about 5 percent of the basin is in urban and suburban settings; primarily the Columbus, Albany, and Atlanta Metropolitan areas. The remainder is in wetlands and non-silvicultural forest. A broad range of synthetic-organic herbicides, insecticides, and fungicides are applied to land in agricultural, silvicultural, urban, and suburban areas. The period of intensive pesticide applications extends from March to October.\r\n\r\nPesticide data available for the period from 1971 through 1989 in the U.S. Geological Survey National Water Information System (NWIS) and for the period from 1960 through 1991 in the U.S. Environmental Protection Agency Storage and Retrieval System (STORET) were analyzed to describe the occurrence and distribution of pesticides in water resources of the ACF River basin. Collectively, the NWIS and STORET databases contain about 19,600 individual analyses for pesticide concentration in the ACF River basin. Pesticide concentrations were at or above a minimum reporting level in about five percent of all analyses. Most of the pesticide analyses and most of the analyses having concentrations above minimum reporting levels in these databases are for organochlorine insecticides in samples collected five or more years before this study. With few exceptions, most of organochlorine insecticides are now banned from use in the United States. Concentrations of currently (1991) used pesticides were at or above a minimum reporting level in about 0.3 percent of the analyses.\r\n\r\nThe geographic patterns in the occurrence and distribution of pesticides in the ACF River basin (as defined by data collected during 1960-91) are, as expected, somewhat defined by land-use patterns. DDT (together with DDD and DDE) were detected in wide distribution in the sediments and aquatic biota of primarily mainstem and reservoir sites in the Chattahoochee, Flint, and Apalachicola drainages. DDT was used through 1973 as an insecticide on cotton, fruits, and vegetables; and for mosquito control, so its widespread occurrence in both urban and agricultural settings is consistent with its use. Chlordane, heptachlor, dieldrin, and related compounds were agriculturally used through 1974, but predominantly as termiticides through the late 1980?s. Compounds in these groups have been found in the sediments and aquatic biota of tributary streams draining the Atlanta Metropolitan area and of mainstem reaches and reservoirs of the Chattahoochee River downstream from the Atlanta and Columbus, Ga., Metropolitan areas. The phenoxy-acid herbicides are widely used in residential, commercial/industrial, agricultural, and silvicultural areas of the ACF River basin. Detectable concentrations of 2,4-D were found in most of the surface-waters sampled in the Atlanta Metropolitan area. \r\n\r\nIt is unfortunate that only limited inference can be drawn on temporal patterns. Many of the Federal and State agency pesticide-monitoring programs have been targeted ","language":"ENGLISH","publisher":"U.S. Geologic Survey,","doi":"10.3133/ofr95739","issn":"0094-9140","usgsCitation":"Stell, S.M., Hopkins, E.H., Buell, G.R., and Hippe, D.J., 1995, Use and occurrence of pesticides in the Apalachicola-Chattahoochee-Flint River basin, Georgia, Alabama, and Florida, 1960-91: U.S. Geological Survey Open-File Report 95-739, vi, 65 p., https://doi.org/10.3133/ofr95739.","productDescription":"vi, 65 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":155173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1331,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr95-739/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alabama, Florida, Georgia","otherGeospatial":" Apalachicola-Chattahoochee-Flint River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.869384765625,\n              29.878755346037977\n            ],\n            [\n              -84.9847412109375,\n              29.673735421779128\n            ],\n            [\n              -85.2044677734375,\n              29.73099249532227\n            ],\n            [\n              -85.4241943359375,\n              30.012030680358613\n            ],\n            [\n              -85.49011230468749,\n              30.552800413453546\n            ],\n            [\n              -85.49560546875,\n              32.16166284018013\n            ],\n            [\n              -85.27587890625,\n              33.5963189611327\n            ],\n            [\n              -84.72656249999999,\n              34.17090836352573\n            ],\n            [\n              -83.924560546875,\n              34.6241677899049\n            ],\n            [\n              -83.64990234375,\n              34.89494244739732\n            ],\n            [\n              -83.34228515625,\n              34.56990638085636\n            ],\n            [\n              -83.583984375,\n              33.8521697014074\n            ],\n            [\n              -84.375,\n              33.22030778968541\n            ],\n            [\n              -83.73779296875,\n              31.96148355726853\n            ],\n            [\n              -84.05639648437499,\n              30.911651004518244\n            ],\n            [\n              -84.5068359375,\n              30.64736425824319\n            ],\n            [\n              -84.869384765625,\n              29.878755346037977\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6051ee","contributors":{"authors":[{"text":"Stell, Susan M.","contributorId":17877,"corporation":false,"usgs":true,"family":"Stell","given":"Susan","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":187747,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, Evelyn H.","contributorId":59025,"corporation":false,"usgs":true,"family":"Hopkins","given":"Evelyn","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":187748,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buell, Gary R. grbuell@usgs.gov","contributorId":3107,"corporation":false,"usgs":true,"family":"Buell","given":"Gary","email":"grbuell@usgs.gov","middleInitial":"R.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":187746,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hippe, Daniel J. djhippe@usgs.gov","contributorId":2281,"corporation":false,"usgs":true,"family":"Hippe","given":"Daniel","email":"djhippe@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":187745,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28291,"text":"wri954073 - 1995 - Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri954073","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1995","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":"95-4073","title":"Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior, Arizona","docAbstract":"Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash-flow tuff ranged from 5.1 to 20.3 * 1046 m2 (meters squared), depending on the gas-injection rate and analysis method used. Results from the single-hole tests showed several significant correlations between permeability and injection rate and between permeability and test order. Fracture permeability values determined by cross-hole pneumatic testing in fractured ash-flow tuff ranged from 0.81 to 3.49 * 1044 m2, depending on injection rate and analysis method used. Results from the cross-hole tests monitor intervals showed no significant correlation between permeability and injection rate; however, results from the injection interval showed a significant correlation between injection rate and permeability. Porosity estimates from the 'cross-hole testing range from 0.8 to 2.0 percent. The maximum temperature change associated with the pneumatic testing was 1.2'(2 measured in the injection interval during cross-hole testing. The maximum temperature change in the guard and monitor intervals was O.Ip C. The maximum error introduced into the permeability values due to temperature fluctuations is approximately 4 percent. Data from temperature monitoring in the borehole indicated a positive correlation between the temperature decrease in the injection interval during recovery testing and the gas-injection rate.  The thermocouple psychrometers indicated that water vapor was condensing in the boreholes during testing. The psychrometers in the guard and monitor intervals detected the drier injected gas as an increase in the dry bulb reading. The relative humidity in the test intervals was always higher than the upper measurement limit of the psychrometers. Although the installation of the packer system may have altered the water balance of the borehole, the gas-injection testing resulted in minimal or no changes in the borehole relative humidity.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954073","usgsCitation":"LeCain, G., 1995, Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior, Arizona: U.S. Geological Survey Water-Resources Investigations Report 95-4073, iv, 27 p. :ill. ;28 cm., https://doi.org/10.3133/wri954073.","productDescription":"iv, 27 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123952,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4073/report-thumb.jpg"},{"id":57109,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47a3e4b07f02db496565","contributors":{"authors":[{"text":"LeCain, G.D.","contributorId":22810,"corporation":false,"usgs":true,"family":"LeCain","given":"G.D.","affiliations":[],"preferred":false,"id":199536,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25705,"text":"wri954061 - 1995 - Physical and hydrologic properties of outcrop samples from a nonwelded to welded tuff transition, Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"wri954061","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1995","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":"95-4061","title":"Physical and hydrologic properties of outcrop samples from a nonwelded to welded tuff transition, Yucca Mountain, Nevada","docAbstract":"Quantitative material-property data are needed to describe lateral and vertical spatial variability of physical and hydrologic properties and to model ground-water flow and radionuclide transport at the potential Yucca Mountain nuclear-waste repository site in Nevada. As part of ongoing site characterization studies of Yucca Mountain directed toward this understanding of spatial variability, laboratory measurements of porosity, bull* and particle density, saturated hydraulic conductivity, and sorptivity have been obtained for a set of outcrop samples that form a systematic,two dimensional grid that covers a large exposure of the basal Tiva Canyon Tuff of the Paintbrush Group of Miocene age at Yucca Mountain. The samples form a detailed vertical grid roughly parallel to the transport direction of the parent ash flows, and they exhibit material-property varia- tions in an interval of major lithologic change overlying a potential nuclear-waste repository at Yucca Mountain.  The observed changes in hydrologic properties were systematic and consistent with the changes expected for the nonwelded to welded transition at the base of a major ash-flow sequence. Porosity, saturated hydraulic conductivity, and sorptivity decreased upward from the base of the Tiva Canyon Tuff, indicating the progressive compaction of ash- rich volcanic debris and the onset of welding with increased overburden pressure from the accumulating ash-flow sheet. The rate of decrease in the values of these material properties varied with vertical position within the transition interval. In contrast, bulk-density values increased upward, a change that also is consistent with progressive compaction and the onset of welding. Particle-density values remained almost constant throughout the transition interval, probably indicating compositional (chemical) homogeneity.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954061","usgsCitation":"Rautman, C., Flint, L.E., Flint, A.L., and Istok, J., 1995, Physical and hydrologic properties of outcrop samples from a nonwelded to welded tuff transition, Yucca Mountain, Nevada: U.S. Geological Survey Water-Resources Investigations Report 95-4061, iv, 29 p. :ill., map ;28 cm. [PGS - 28 p.], https://doi.org/10.3133/wri954061.","productDescription":"iv, 29 p. :ill., map ;28 cm. [PGS - 28 p.]","costCenters":[],"links":[{"id":123938,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4061/report-thumb.jpg"},{"id":54467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c1e","contributors":{"authors":[{"text":"Rautman, C.A.","contributorId":46979,"corporation":false,"usgs":true,"family":"Rautman","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":194737,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flint, L. E. 0000-0002-7868-441X","orcid":"https://orcid.org/0000-0002-7868-441X","contributorId":38180,"corporation":false,"usgs":true,"family":"Flint","given":"L.","middleInitial":"E.","affiliations":[],"preferred":false,"id":194736,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Flint, A. L.","contributorId":102453,"corporation":false,"usgs":true,"family":"Flint","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194738,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Istok, J.D.","contributorId":34165,"corporation":false,"usgs":true,"family":"Istok","given":"J.D.","affiliations":[],"preferred":false,"id":194735,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25392,"text":"wri954036 - 1995 - Analysis of nutrient and ancillary water-quality data for surface and ground water of the Willamette Basin, Oregon, 1980-90","interactions":[],"lastModifiedDate":"2017-02-07T08:34:02","indexId":"wri954036","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1995","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":"95-4036","title":"Analysis of nutrient and ancillary water-quality data for surface and ground water of the Willamette Basin, Oregon, 1980-90","docAbstract":"An analysis of historical water-quality data for surface and ground water collected in the Willamette and Sandy River Basins during the 1980-90 water years was performed. For surface water, most data were concentrated at sites on the main stem Willamette River or near the mouths of major tributaries. All seasons were represented. Data for nitrogen and phosphorus species were readily available, but simultaneously collected discharge measurements frequently were not. Seven primary sites were used for a quantitative analysis of nutrient data in surface water. At six of the seven primary sites, median concentrations of nitrite plus nitrate and total phosphorus were less than 0.5 milligrams per liter (mg/L) as nitrogen (N) and 0.1 mg/L as phosphorus (P), respectively. These concen- trations were lower than national median concen- trations for basins with similar land uses. At the Pudding River site, which received significant point-source and agricultural nonpoint-source inputs, median values for nitrite plus nitrate and total phosphorus were 1.4 mg/L as N and 0.2 mg/L as P, respectively. Nitrite-plus-nitrate concentrations at this site were seasonally dependent, with the highest concentrations occurring during winter. Forested sites had significantly lower water temperatures and nutrient concentrations than urban or agricultural sites. Evidence of diel variations in dissolved oxygen concentrations and pH values suggest that, at some sites, low dissolved oxygen concentrations may be a problem during early morning hours in the summer. Historical nutrient data for ground water were limited primarily to nitrate and nitrite-plus-nitrate determinations for wells completed in the basin-fill and alluvial aquifer. Nitrate and nitrite-plus-nitrate concentrations in this aquifer showed a weak inverse relationship with depth.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954036","usgsCitation":"Bonn, B.A., Hinkle, S., Wentz, D., and Uhrich, M., 1995, Analysis of nutrient and ancillary water-quality data for surface and ground water of the Willamette Basin, Oregon, 1980-90: U.S. Geological Survey Water-Resources Investigations Report 95-4036, xi, 88 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri954036.","productDescription":"xi, 88 p. :ill., maps (some col.) ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":123742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4036/report-thumb.jpg"},{"id":54124,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68021c","contributors":{"authors":[{"text":"Bonn, B. A.","contributorId":43388,"corporation":false,"usgs":true,"family":"Bonn","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193502,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hinkle, S.R.","contributorId":74778,"corporation":false,"usgs":true,"family":"Hinkle","given":"S.R.","email":"","affiliations":[],"preferred":false,"id":193503,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wentz, D.A.","contributorId":85206,"corporation":false,"usgs":true,"family":"Wentz","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":193504,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Uhrich, M.A.","contributorId":7325,"corporation":false,"usgs":true,"family":"Uhrich","given":"M.A.","affiliations":[],"preferred":false,"id":193501,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28357,"text":"wri944104 - 1995 - Estimates of ground-water recharge rates for two small basins in central Nevada","interactions":[],"lastModifiedDate":"2025-01-13T17:15:40.938301","indexId":"wri944104","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1995","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":"94-4104","title":"Estimates of ground-water recharge rates for two small basins in central Nevada","docAbstract":"Estimates of ground-water recharge rates developed from hydrologic modeling studies are presented for 3-Springs and East Stewart basins. two small basins (analog sites) located in central Nevada. The analog-site studies were conducted to aid in the estimation of recharge to the paleohydrologic regime associated with ground water in the vicinity of Yucca Mountain under wetter climatic conditions. The two analog sites are located to the north and at higher elevations than Yucca Mountain, and the prevailing (current) climatic conditions at these sites is thought to be representative of the possible range of paleoclimatic conditions in the general area of Yucca Mountain during the Quaternary. Two independent modeling approaches were conducted at each of the analog sites using observed hydrologic data on precipitation, temperature, solar radiation stream discharge, and chloride-ion water chemistry for a 6-year study period (October 1986 through September 1992). Both models quantify the hydrologic water-balance equation and yield estimates of ground-water recharge, given appropriate input data. The first model uses a traditional approach to quantify watershed hydrology through a precipitation-runoff modeling system that accounts for the spatial variability of hydrologic inputs, processes, and responses (outputs) using a dailycomputational time step. The second model is based on the conservative nature of the dissolved chloride ion in selected hydrologic environments, and its use as a natural tracer allows the computation of acoupled, water and chloride-ion, mass-balance system of equations to estimate available water (sum ofsurface runoff and groundwater recharge).  Results of the modeling approaches support the conclusion that reasonable estimates of average-annual recharge to ground water range from about 1 to 3 centimeters per year for 3-Springs basin (the drier site), and from about 30 to 32 centimeters per year for East Stewart basin (the wetter site). The most reliable results are those derived from a reduced form of the chloride-ion model because they reflect integrated, basinwide processes in terms of only three measured variables: precipitation amount, precipitation chemistry, and streamflow chemistry.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944104","usgsCitation":"Lichty, R., and McKinley, P.W., 1995, Estimates of ground-water recharge rates for two small basins in central Nevada: U.S. Geological Survey Water-Resources Investigations Report 94-4104, iv, 31 p., https://doi.org/10.3133/wri944104.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":123589,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4104/report-thumb.jpg"},{"id":57161,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466115,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47994.htm","text":"3-Springs basin","linkFileType":{"id":5,"text":"html"}},{"id":466116,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47995.htm","text":"East Stewart Creek basin","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nevada","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -118,\n              38.5\n            ],\n            [\n              -118,\n              37.75\n            ],\n            [\n              -116,\n              37.75\n            ],\n            [\n              -116,\n              38.5\n            ],\n            [\n              -118,\n              38.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db64869b","contributors":{"authors":[{"text":"Lichty, R.W.","contributorId":46987,"corporation":false,"usgs":true,"family":"Lichty","given":"R.W.","affiliations":[],"preferred":false,"id":199659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McKinley, P. W.","contributorId":16414,"corporation":false,"usgs":true,"family":"McKinley","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199658,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}