{"pageNumber":"368","pageRowStart":"9175","pageSize":"25","recordCount":16506,"records":[{"id":28144,"text":"wri994209 - 1999 - Simulation of stage and hydrologic budget for Shell Lake, Washburn County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-27T14:16:42","indexId":"wri994209","displayToPublicDate":"2001-02-01T00:00:00","publicationYear":"1999","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":"99-4209","title":"Simulation of stage and hydrologic budget for Shell Lake, Washburn County, Wisconsin","docAbstract":"<p>A model that simulates lake stage was developed to test the current understanding of the hydrology of Shell Lake, Wisconsin and to provide a tool for predicting the effects of withdrawing lake water on future lake stages. The model code is written in Fortran and simulates daily lake stage by summing estimates of hydrologic-budget components - precipitation falling on the lake surface, water evaporating from the lake surface, runoff (consisting of overland flow to the lake and intermittent streams flowing into the lake), and ground-water flow out of the lake.</p>\n<p>The model was calibrated to intermittent lake stage measurements for the period 1948-98. The hydrologic budget model was coupled to UCODE, a parameter estimation model, to aid in estimating runoff coefficients. Trends in stage simulated by the calibrated model compare reasonably well with historical stage trends. The root mean square of the differences of simulated and measured daily lake stage for the period 1948-98 is 0.54 foot.</p>\n<p>Predictive simulations indicate that withdrawing lake water is an effective way of reducing lake stage. Several years of pumping for at least 200 days per year at rates of 1,000 to 2,000 gallons per minute would have been required to reduce 1990's high stages by about one foot.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri994209","collaboration":"Prepared in cooperation with the City of Shell Lake, Wisconsin, and the Wisconsin Department of Natural Resources","usgsCitation":"Krohelski, J.T., Feinstein, D.T., and Lenz, B.N., 1999, Simulation of stage and hydrologic budget for Shell Lake, Washburn County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 99-4209, iv, 23 p., https://doi.org/10.3133/wri994209.","productDescription":"iv, 23 p.","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":2172,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri994209","linkFileType":{"id":5,"text":"html"}},{"id":158620,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4209/report-thumb.jpg"},{"id":56972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4209/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Washburn County","otherGeospatial":"Shell Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.02423095703124,\n              45.64380813508572\n            ],\n            [\n              -92.02423095703124,\n              45.82114340079471\n            ],\n            [\n              -91.790771484375,\n              45.82114340079471\n            ],\n            [\n              -91.790771484375,\n              45.64380813508572\n            ],\n            [\n              -92.02423095703124,\n              45.64380813508572\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a2e4b07f02db5bea00","contributors":{"authors":[{"text":"Krohelski, J. T.","contributorId":59046,"corporation":false,"usgs":true,"family":"Krohelski","given":"J.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":199290,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feinstein, Daniel T. 0000-0003-1151-2530 dtfeinst@usgs.gov","orcid":"https://orcid.org/0000-0003-1151-2530","contributorId":1907,"corporation":false,"usgs":true,"family":"Feinstein","given":"Daniel","email":"dtfeinst@usgs.gov","middleInitial":"T.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199289,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lenz, Bernard N.","contributorId":85170,"corporation":false,"usgs":true,"family":"Lenz","given":"Bernard","email":"","middleInitial":"N.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":199291,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25581,"text":"wri984202 - 1999 - Hydrogeology of the upper Floridan Aquifer in the vicinity of the Marine Corps Logistics Base near Albany, Georgia","interactions":[],"lastModifiedDate":"2017-01-31T10:13:40","indexId":"wri984202","displayToPublicDate":"2001-02-01T00:00:00","publicationYear":"1999","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":"98-4202","title":"Hydrogeology of the upper Floridan Aquifer in the vicinity of the Marine Corps Logistics Base near Albany, Georgia","docAbstract":"In 1995, the U.S. Navy requested that the U.S. Geological Survey conduct an investigation to describe the hydrogeology of the Upper Floridan aquifer in the vicinity of the Marine Corps Logistics Base, southeast and adjacent to Albany, Georgia. The study area encompasses about 90 square miles in the Dougherty Plain District of the Coastal Plain physiographic province, in Dougherty and Worth Counties-the Marine Corps Logistics Base encompasses about 3,600 acres in the central part of the study area.\r\n\r\nThe Upper Floridan aquifer is the shallowest, most widely used source of drinking water for domestic use in the Albany area. The hydrogeologic framework of this aquifer was delineated by description of the geologic and hydrogeologic units that compose the aquifer; evaluation of the lithologic and hydrologic heterogeneity of the aquifer; comparison of the geologic and hydrogeologic setting beneath the base with those of the surrounding area; and determination of ground-water-flow directions, and vertical hydraulic conductivities and gradients in the aquifer.\r\n\r\nThe Upper Floridan aquifer is composed of the Suwannee Limestone and Ocala Limestone and is divided into an upper and lower water-bearing zone. The aquifer is confined below by the Lisbon Formation and is semi-confined above by a low-permeability clay layer in the undifferentiated overburden. The thickness of the aquifer ranges from about 165 feet in the northeastern part of the study area, to about 325 feet in the southeastern part of the study area. Based on slug tests conducted by a U.S. Navy contractor, the upper water-bearing zone has low horizontal hydraulic conductivity (0.0224 to 2.07 feet per day) and a low vertical hydraulic conductivity (0.0000227 to 0.510 feet per day); the lower water-bearing zone has a horizontal hydraulic conductivity that ranges from 0.0134 to 2.95 feet per day.\r\n\r\nWater-level hydrographs of continuously monitored wells on the Marine Corps Logistics Base show excellent correlation between ground-water level and stage of the Flint River. Ground-water-flow direction in the southwestern part of the base generally is southeast to northwest; whereas, in the northeastern part of the base, flow directions generally are east to west, as well as from west to east, thus creating a ground-water low. Ground-water flow in the larger study area generally is east to west towards the Flint River, with a major ground-water-flow path existing from the Pelham Escarpment to the Flint River and a seasonal cone of depression the size of which is dependent upon the magnitude of irrigation pumping during the summer months.\r\n\r\nCalculated vertical hydraulic gradients (based upon data from 11 well-cluster sites on the Marine Corps Logistics Base) range from 0.0016 to 0.1770 foot per foot, and generally are highest in the central and eastern parts of the base. The vertical gradient is downward at all well-cluster sites. \r\n","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/wri984202","usgsCitation":"McSwain, K.B., 1999, Hydrogeology of the upper Floridan Aquifer in the vicinity of the Marine Corps Logistics Base near Albany, Georgia: U.S. Geological Survey Water-Resources Investigations Report 98-4202, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri984202.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":157202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4202/report-thumb.jpg"},{"id":95542,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4202/report.pdf","size":"7883","linkFileType":{"id":1,"text":"pdf"}},{"id":13473,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wrir98-4202/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Georgia","city":"Albany","otherGeospatial":"Marine Corps Logistics Base, Upper Floridan Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.30496215820312,\n              31.21045241900757\n            ],\n            [\n              -84.30496215820312,\n              31.668577131274454\n            ],\n            [\n              -83.583984375,\n              31.668577131274454\n            ],\n            [\n              -83.583984375,\n              31.21045241900757\n            ],\n            [\n              -84.30496215820312,\n              31.21045241900757\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6844a4","contributors":{"authors":[{"text":"McSwain, Kristen Bukowski kmcswain@usgs.gov","contributorId":1606,"corporation":false,"usgs":true,"family":"McSwain","given":"Kristen","email":"kmcswain@usgs.gov","middleInitial":"Bukowski","affiliations":[{"id":476,"text":"North Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":194280,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30256,"text":"wri974082A - 1999 - Environmental setting of the Willamette basin, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:43:43","indexId":"wri974082A","displayToPublicDate":"2001-02-01T00:00:00","publicationYear":"1999","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":"97-4082","chapter":"A","title":"Environmental setting of the Willamette basin, Oregon","docAbstract":"The Willamette Basin, Oregon, is one of more than 50 large river basins and aquifer systems (referred to as study units) across the United States where the status and trends of water quality and the factors controlling water quality are being studied by the National Water-Quality Assessment Program of the U.S. Geological Survey. The 12,000-square-mile Willamette Basin Study Unit consists of the Willamette and Sandy River Basins, which are tributary to the Columbia River. The Willamette River is the 13th largest in the conterminous United States in terms of discharge and is the largest of all major United States rivers in terms of discharge per square mile of drainage area. The environmental setting of a study unit includes all natural and human related, land based factors that have the potential to influence the physical, chemical, and/or biological quality of its surface and ground water resources. For the Willamette Basin, these include primarily ecoregions, hydrogeology, climate, hydrology, land use/land cover, and crop types.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;Branch of Information Services [distributor],","doi":"10.3133/wri974082A","usgsCitation":"Uhrich, M.A., and Wentz, D.A., 1999, Environmental setting of the Willamette basin, Oregon: U.S. Geological Survey Water-Resources Investigations Report 97-4082, vi, 20 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri974082A.","productDescription":"vi, 20 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":126809,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4082a/report-thumb.jpg"},{"id":59045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4082a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":2438,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://oregon.usgs.gov/pubs_dir/Pdf/97-4082a.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0fe4b07f02db5fec42","contributors":{"authors":[{"text":"Uhrich, Mark A. 0000-0002-5202-8086 mauhrich@usgs.gov","orcid":"https://orcid.org/0000-0002-5202-8086","contributorId":1149,"corporation":false,"usgs":true,"family":"Uhrich","given":"Mark","email":"mauhrich@usgs.gov","middleInitial":"A.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":202943,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":202944,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30648,"text":"wri984201 - 1999 - A precipitation-runoff model for part of the Ninemile Creek watershed near Camillus, Onondaga County, New York","interactions":[],"lastModifiedDate":"2025-01-13T21:37:49.277919","indexId":"wri984201","displayToPublicDate":"2001-02-01T00:00:00","publicationYear":"1999","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":"98-4201","title":"A precipitation-runoff model for part of the Ninemile Creek watershed near Camillus, Onondaga County, New York","docAbstract":"<p>A precipitation-runoff model, HSPF (Hydrologic Simulation Program Fortran), of a 41.7 square mile part of the Ninemile Creek watershed near Camillus, in central New York, was developed and calibrated to predict the hydrological effects of future suburban development on streamflow, and the effects of stormwater detention on flooding of Ninemile Creek at Camillus. Development was represented in the model in two ways: (1) as a pervious area (open and residential land) that simulates the hydrologic response from mixed pervious and impervious areas that drain to pervious areas, or (2) as an impervious area that drains to channels. Simulations indicate that peak discharges for 30 non-winter storms in 1995-96 would increase by an average of 10 to 37 percent in response to a 10- to 100-percent buildup of developable land represented as open/residential land and by 40 to 68 percent in response to 10 to 100 percent buildup of developable area represented as impervious area. A 10 to 100 percent buildup of developable area represents an impervious area of about 1 to 7 percent of the watershed. A log Pearson Type-III analysis of peak annual discharge for October 1989 through September 1996 for simulations with full development represented as impervious area indicates that stormflows that formerly occurred once every 2 years on average will occur once every 1.5 years, and stormflows that formerly occurred once every 5 years will occur once every 3.3 years.</p><p>Simulations of a hypothetical 147-acre residential development in the lower part of the watershed with and without stormwater detention indicate that detention basins could cause either increase or decrease downstream flooding of Ninemile Creek at Camillus, depending on the basin.s available storage relative to its inflows and, hence, the timing of its peak outflow in relation to that of the peak discharge in Ninemile Creek; and the degree of flow retention by wetlands and other channel storage that affect the timing of peak discharges. Design and management of detention basins in the watershed will require analysis of each basin.s hydraulic characteristics and location relative to Ninemile Creek to predict their effect on downstream flooding. The runoff model described herein can be used to evaluate alternative detention basin designs and locations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri984201","collaboration":"Prepared in cooperation with the Town of Camillus","usgsCitation":"Zarriello, P.J., 1999, A precipitation-runoff model for part of the Ninemile Creek watershed near Camillus, Onondaga County, New York: U.S. Geological Survey Water-Resources Investigations Report 98-4201, vii, 60 p., https://doi.org/10.3133/wri984201.","productDescription":"vii, 60 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":160025,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4201/coverthb.jpg"},{"id":3005,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4201/wri19984201.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 1998-4201"},{"id":400771,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49039.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New York","county":"Onondaga County","city":"Camillus","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.4,\n              42.875\n            ],\n            [\n              -76.25,\n              42.875\n            ],\n            [\n              -76.25,\n              43.1\n            ],\n            [\n              -76.4,\n              43.1\n            ],\n            [\n              -76.4,\n              42.875\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p>Director, New York Water Science Center<br> U.S. Geological Survey<br>425 Jordan Rd<br> Troy, NY 12180<br> (518) 285-5695 <br> <a href=\"http://ny.water.usgs.gov/\" data-mce-href=\"http://ny.water.usgs.gov/\">http://ny.water.usgs.gov/</a></p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Precipitation-runoff Model</li><li>Model Application</li><li>Summary and Conclusions</li><li>References Cited</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cfd","contributors":{"authors":[{"text":"Zarriello, Phillip J. 0000-0001-9598-9904 pzarriel@usgs.gov","orcid":"https://orcid.org/0000-0001-9598-9904","contributorId":1868,"corporation":false,"usgs":true,"family":"Zarriello","given":"Phillip","email":"pzarriel@usgs.gov","middleInitial":"J.","affiliations":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203601,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21781,"text":"ofr99544 - 1999 - Field trip guide to selected studies of the Southwest Mineral and Environmental Investigations Project in southeastern Arizona","interactions":[],"lastModifiedDate":"2023-06-22T13:09:42.305621","indexId":"ofr99544","displayToPublicDate":"2001-02-01T00:00:00","publicationYear":"1999","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":"99-544","title":"Field trip guide to selected studies of the Southwest Mineral and Environmental Investigations Project in southeastern Arizona","docAbstract":"<p>The Southwest Mineral and Environmental Investigations Project is designed to address issues raised by rapid urban development in the basins of the southwestern U.S. These issues require objective geoscientific data that can be used by land managers and stakeholders to develop informed land and water use strategies. The project integrates new and existing geologic, geophysical, and geochemical data, and imagery to provide three-dimensional visualizations of the basins of southeastern Arizona. Emphasis is on developing better knowledge of the aquifer systems of both the basins and the ranges, on acquiring background and baseline information, and on determining the distribution of metals related to mineralization and the fate of these metals in surface and subsurface environments. The products of the project will be used in resolving issues of water quality and quantity, in understanding environmental impacts such as riparian ecosystem maintenace, and in evaluating mineral resources beneath and within the basins.</p>\n<br/>\n<p>The field trip highlights three topics and areas (figs. 1 and 2): (1) geology and geophysics of the upper San Pedro and upper Santa Cruz basins (M.E. Gettings, M. W. Bultman, and B.B. Houser), (2) geology, geophysics, and mineral resource potential of the San Rafael basin (M.W. Bultman), and (3) hydrology and aqueous geochemistry of the Red Mountain and Sonoita Creek drainage system (Floyd Gray). The trip guide, which begins and ends in Tucson, Arizona, also includes commentary on the cultural and mining history of the area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr99544","issn":"0566-8174","usgsCitation":"Houser, B.B., Gettings, M.E., Bultman, M., Gray, F., Caruthers, K., and Hirschberg, D., 1999, Field trip guide to selected studies of the Southwest Mineral and Environmental Investigations Project in southeastern Arizona: U.S. Geological Survey Open-File Report 99-544, Report: 50 p., Readme, https://doi.org/10.3133/ofr99544.","productDescription":"Report: 50 p., Readme","numberOfPages":"55","additionalOnlineFiles":"Y","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":154786,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr99544.jpg"},{"id":285053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1999/0544/pdf/of99-544.pdf"},{"id":1204,"rank":4,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1999/0544/","linkFileType":{"id":5,"text":"html"}},{"id":285052,"rank":3,"type":{"id":20,"text":"Read Me"},"url":"https://pubs.usgs.gov/of/1999/0544/readme.doc"}],"projection":"Universal Transverse Mercator projection","datum":"North American Datum 1927","country":"United States","state":"Arizona","otherGeospatial":"San Rafael Basin, Red Mountain, Sonoita Creek, Upper San Pedro Basin, Upper Santa Cruz Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.249619,31.318448 ], [ -111.249619,32.500496 ], [ -109.749298,32.500496 ], [ -109.749298,31.318448 ], [ -111.249619,31.318448 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f4b8c","contributors":{"authors":[{"text":"Houser, B. B.","contributorId":46092,"corporation":false,"usgs":true,"family":"Houser","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":185656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gettings, M. E.","contributorId":25148,"corporation":false,"usgs":true,"family":"Gettings","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":185655,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bultman, M.W.","contributorId":107306,"corporation":false,"usgs":true,"family":"Bultman","given":"M.W.","affiliations":[],"preferred":false,"id":185658,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gray, Floyd 0000-0002-0223-8966 fgray@usgs.gov","orcid":"https://orcid.org/0000-0002-0223-8966","contributorId":603,"corporation":false,"usgs":true,"family":"Gray","given":"Floyd","email":"fgray@usgs.gov","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true},{"id":662,"text":"Western Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":185653,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Caruthers, K.R.","contributorId":19081,"corporation":false,"usgs":true,"family":"Caruthers","given":"K.R.","email":"","affiliations":[],"preferred":false,"id":185654,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hirschberg, D.M.","contributorId":84664,"corporation":false,"usgs":true,"family":"Hirschberg","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":185657,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":25834,"text":"wri984249 - 1999 - Water-quality assessment of the New England coastal basins in Maine, Massachusetts, New Hampshire, and Rhode Island: Environmental settings and implications for water quality and aquatic biota","interactions":[],"lastModifiedDate":"2022-02-22T22:55:18.732039","indexId":"wri984249","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4249","title":"Water-quality assessment of the New England coastal basins in Maine, Massachusetts, New Hampshire, and Rhode Island: Environmental settings and implications for water quality and aquatic biota","docAbstract":"The New England Coastal Basins in Maine, Massachusetts, New Hampshire, and Rhode Island constitute one of 59 study units selected for water-quality assessment as part of the U.S. Geological Survey's National Water-Quality Assessment (NAWQA) program. England Coastal Basins study unit encompasses the fresh surface waters and ground waters in a 23,000 square-mile area that drains to the Atlantic Ocean.  Major basins include those of the Kennebec, Androscoggin, Saco, Merrimack, Charles, Blackstone, Taunton, and Pawcatuck Rivers.  Defining the environmental setting of the study unit is the first step in designing and conducting a multi-disciplinary regional water-quality assessment. The report describes the natural and human factors that affect water quality in the basins and includes descriptions of the physiography, climate, geology, soils, surface- and ground-water hydrology, land use, and the aquatic ecosystem. Although surface-water quality has greatly improved over the past 30 years as a result of improved wastewater treatment at municipal and industrial wastewater facilities, a number of water-quality problems remain.  Industrial and municipal wastewater discharges, combined sewer overflows, hydrologic modifications from dams and water diversions, and runoff from urban land use are the major causes of water-quality degradation in 1998.  The most frequently detected contaminants in ground water in the study area are volatile organic compounds, petroleum-related products, nitrates, and chloride and sodium.  Sources of these contaminants include leaking storage tanks, accidental spills, landfills, road salting, and septic systems and lagoons.  Elevated concentrations of mercury are found in fish tissue from streams and lakes throughout the study area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri984249","usgsCitation":"Flanagan, S., Nielsen, M.G., Robinson, K.W., and Coles, J.F., 1999, Water-quality assessment of the New England coastal basins in Maine, Massachusetts, New Hampshire, and Rhode Island: Environmental settings and implications for water quality and aquatic biota: U.S. Geological Survey Water-Resources Investigations Report 98-4249, vii, 62 p., https://doi.org/10.3133/wri984249.","productDescription":"vii, 62 p.","costCenters":[],"links":[{"id":158522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":396300,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16456.htm"},{"id":2062,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri984249","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Maine, Massachusetts, New Hampshire, Rhode Island","otherGeospatial":"New England coastal basins","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72,\n              41.3\n            ],\n            [\n              -69.183,\n              41.3\n            ],\n            [\n              -69.183,\n              45.733\n            ],\n            [\n              -72,\n              45.733\n            ],\n            [\n              -72,\n              41.3\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb5b3","contributors":{"authors":[{"text":"Flanagan, Sarah M.","contributorId":8492,"corporation":false,"usgs":true,"family":"Flanagan","given":"Sarah M.","affiliations":[],"preferred":false,"id":195271,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nielsen, Martha G. 0000-0003-3038-9400 mnielsen@usgs.gov","orcid":"https://orcid.org/0000-0003-3038-9400","contributorId":4169,"corporation":false,"usgs":true,"family":"Nielsen","given":"Martha","email":"mnielsen@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195270,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, Keith W. kwrobins@usgs.gov","contributorId":2969,"corporation":false,"usgs":true,"family":"Robinson","given":"Keith","email":"kwrobins@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":195269,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Coles, James F. 0000-0002-1953-012X jcoles@usgs.gov","orcid":"https://orcid.org/0000-0002-1953-012X","contributorId":2239,"corporation":false,"usgs":true,"family":"Coles","given":"James","email":"jcoles@usgs.gov","middleInitial":"F.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28465,"text":"wri984235 - 1999 - Effects on ground-water levels in the Missouri River alluvial aquifer caused by changes in Missouri River stage, Fremont and Monona Counties, Iowa","interactions":[],"lastModifiedDate":"2025-01-14T14:28:54.144989","indexId":"wri984235","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4235","title":"Effects on ground-water levels in the Missouri River alluvial aquifer caused by changes in Missouri River stage, Fremont and Monona Counties, Iowa","docAbstract":"<p>An analysis of available hydrologic data was conducted to evaluate the effects on groundwater levels in the Missouri River alluvial aquifer caused by changes in Missouri River stage at selected sites in Fremont and Monona Counties in western Iowa. Daily mean ground-water levels and river stage measured during November 1995- September 1996, simulated daily mean river stage for November 1995-December 1996 derived from simulated daily mean discharge for eight alternative water-management plans for the Missouri River, and simulated daily mean ground-water levels for November 1995- December 1996 for selected water-management plans were used in the study. The measured data represent hydrologic conditions for the Current (1998) Water-Control Plan of the U.S. Army Corps of Engineers.</p>\n<p>Ground-water levels in the alluvial aquifer vary in response to river stage, precipitation, proximity to drainage ditches, evapotranspiration, and pumpage. In Fremont County, measured ground-water levels generally were lower than river stage during the spring, summer, and fall months. In Monona County, measured ground-water levels generally were higher than river stage. Water levels in wells at distances greater than about 8,000 feet from the river in Fremont County and about 6,500 feet in Monona County likely were more affected by precipitation or proximity to drainage ditches than by river stage.</p>\n<p>Changes in river stage likely affect groundwater levels in Fremont County to a greater degree than in Monona County. In Fremont County, the hydraulic gradient generally is from the river to the aquifer; in Monona County, the gradient generally is from the aquifer to the river. The response of ground- water levels to changes in river stage in Monona County is less apparent than in Fremont County. The higher ground-water levels in Monona County indicate that the effects of other factors, such as differences in recharge from precipitation and aquifer properties, are more dominant than in Fremont County.</p>\n<p>Generally, the effects of simulated river stage caused higher simulated ground-water levels in Fremont and Monona Counties at distances less than 10,000 feet from the river during the spring months for selected alternatives to the Current Water-Control Plan that target increased benefits to fish and wildlife. Local hydrogeologic conditions will determine how significantly the possible 1- to 4-foot change in ground-water levels affects land use within 10,000 feet of the river. For example, lower river stage and ground-water levels during the mid-summer months could improve drainage in lowland areas during periods of greater-than-normal precipitation. Actual depth to ground water might be controlled by factors other than river stage, such as proximity to drainage ditches and local differences in recharge by precipitation, discharge from evapotranspiration, aquifer properties, and land-surface altitude.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/wri984235","collaboration":"Prepared in cooperation with the Fremont County Board of Supervisors","usgsCitation":"Lucey, K.J., Schaap, B.D., and Fischer, E.E., 1999, Effects on ground-water levels in the Missouri River alluvial aquifer caused by changes in Missouri River stage, Fremont and Monona Counties, Iowa: U.S. Geological Survey Water-Resources Investigations Report 98-4235, iv, 32 p., https://doi.org/10.3133/wri984235.","productDescription":"iv, 32 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":95713,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4235/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159307,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4235/report-thumb.jpg"},{"id":466121,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49048.htm","text":"Fremont County","linkFileType":{"id":5,"text":"html"}},{"id":466122,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49049.htm","text":"Monona County","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Iowa","county":"Fremont County, Monona County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.88317871093749,\n              40.588928169693745\n            ],\n            [\n              -95.88317871093749,\n              40.76806170936614\n            ],\n            [\n              -95.64147949218749,\n              40.76806170936614\n            ],\n            [\n              -95.64147949218749,\n              40.588928169693745\n            ],\n            [\n              -95.88317871093749,\n              40.588928169693745\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.2347412109375,\n              41.95949009892465\n            ],\n            [\n              -96.2347412109375,\n              42.04113400940809\n            ],\n            [\n              -96.119384765625,\n              42.04113400940809\n            ],\n            [\n              -96.119384765625,\n              41.95949009892465\n            ],\n            [\n              -96.2347412109375,\n              41.95949009892465\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fa7a","contributors":{"authors":[{"text":"Lucey, Keith J. kjlucey@usgs.gov","contributorId":185,"corporation":false,"usgs":true,"family":"Lucey","given":"Keith","email":"kjlucey@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":199847,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaap, Bryan D.","contributorId":63438,"corporation":false,"usgs":true,"family":"Schaap","given":"Bryan","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199849,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fischer, Edward E. edf@usgs.gov","contributorId":1063,"corporation":false,"usgs":true,"family":"Fischer","given":"Edward","email":"edf@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":199848,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30255,"text":"wri994018A - 1999 - U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 1 (Part A)","interactions":[],"lastModifiedDate":"2025-03-06T15:23:55.66497","indexId":"wri994018A","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"99-4018","chapter":"A","title":"U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 1 (Part A)","docAbstract":"<div><p>This report contains papers presented at the seventh Technical Meeting of the U.S. Geological Survey (USGS), Toxic Substances Hydrology (Toxics) Program. The meeting was held March 8-12, 1999, in Charleston, South Carolina. Toxics Program Technical Meetings are held periodically to provide a forum for presentation and discussion of results of recent research activities.</p><p>The objectives of these meetings are to:</p></div><ul><li><div>Present recent research results to essential stakeholders,</div></li><li><div>Encourage synthesis and integrated interpretations among scientists with different expertise who are working on a contamination issue, and</div></li><li><div>Promote exchange of ideas among scientists working on different projects and issues within the Toxics Program.</div></li></ul><div><p>The Proceedings is published in three volumes. Volume 1 contains papers that report on results of research on contamination from hard-rock mining. Results include research on contamination from hard rock mining in arid southwest alluvial basins, research on hard rock mining in mountainous terrain, and progress from the USGS Abandoned Mine Lands Initiative. This Initiative is designed to develop a watershed-based approach to characterize and remediate contamination from abandoned mine lands and transfer technologies to Federal land management agencies and stakeholders.</p><p>Volume 2 contains papers on contamination of hydrologic systems and related ecosystems. The papers discuss research on the response of estuarine ecosystems to contamination from human activities. They include research on San Francisco Bay; mercury contamination of aquatic ecosystems; and investigation of the occurrence, distribution, and fate of agricultural chemicals in the Mississippi River Basin. This volume also contains results on development and reconnaissance testing of new methods to detect emerging contaminants in environmental samples.</p><p>Volume 3 contains papers on subsurface contamination from point sources. The papers discuss research on: hydrocarbons and fuel oxygenates at gasoline release sites; ground-water contamination by crude oil; complex contaminant mixtures from treated wastewater discharges; waste disposal and subsurface transport of contaminants in arid environments; ground water and surface water affected by municipal landfill leachate; natural attenuation of chlorinated solvents; and characterizing flow and transport in fractured rock aquifers.</p><p>In all, the more than 175 papers contained in this proceedings reflect the contributions of more than 350 scientists who are co-authors. These scientists are from across the USGS, as well as from universities, other Federal and State agencies, and industry.</p></div>","conferenceTitle":"Seventh Technical Meeting of the U.S. Geological Survey Toxic Substances Hydrology Program","conferenceDate":"March 8-12, 1999","conferenceLocation":"Charleston, SC","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"West Trenton, NJ","doi":"10.3133/wri994018A","usgsCitation":"1999, U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 1 (Part A): U.S. Geological Survey Water-Resources Investigations Report 99-4018, xviii, 324 p., https://doi.org/10.3133/wri994018A.","productDescription":"xviii, 324 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":369344,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4018a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350665,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri994018B","text":"Volume 2 (Part B)"},{"id":350666,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri994018C","text":"Volume 3 (Part C)"},{"id":160411,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4018a/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2be4b07f02db612f70","contributors":{"editors":[{"text":"Morganwalp, David W. dwmorgan@usgs.gov","contributorId":5592,"corporation":false,"usgs":true,"family":"Morganwalp","given":"David","email":"dwmorgan@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":725916,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":725917,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}}
,{"id":26293,"text":"wri984265 - 1999 - Precipitation-runoff, suspended-sediment, and flood-frequency characteristics for urbanized areas of Elmendorf Air Force Base, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri984265","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4265","title":"Precipitation-runoff, suspended-sediment, and flood-frequency characteristics for urbanized areas of Elmendorf Air Force Base, Alaska","docAbstract":"The developed part of Elmendorf Air Force Base near Anchorage, Alaska, consists of two basins with drainage areas of 4.0 and 0.64 square miles, respectively. Runoff and suspended-sediment data were collected from August 1996 to March 1998 to gain a basic understanding of the surface-water hydrology of these areas and to estimate flood-frequency characteristics. Runoff from the larger basin averaged 6 percent of rainfall, whereas runoff from the smaller basin averaged 13 percent of rainfall. During rainfall periods, the suspended-sediment load transported from the larger watershed ranged from 179 to 21,000 pounds and that from the smaller watershed ranged from 23 to 18,200 pounds. On a yield basis, suspended sediment from the larger watershed was 78 pounds per inch of runoff and from the smaller basin was 100 pounds per inch of runoff. Suspended-sediment loads and yields were generally lower during snowmelt periods than during rainfall periods.\r\n\r\nAt each outfall of the two watersheds, water flows into steep natural channels. Suspended-sediment loads measured approximately 1,000 feet downstream from the outfalls during rainfall periods ranged from 8,450 to 530,000 pounds. On a yield basis, suspended sediment averaged 705 pounds per inch of runoff, more than three times as much as the combined sediment yield from the two watersheds. The increase in suspended sediment is most likely due to natural erosion of the streambanks.\r\n\r\nStreamflow data, collected in 1996 and 1997, were used to calibrate and verify a U.S. Geological Survey computer model?the Distributed Routing Rainfall Runoff Model-Version II (DR3M-II). The model was then used to simulate annual peak discharges and runoff volumes for 1981 to 1995 using historical rainfall records. Because the model indicated that surcharging (or ponding) would occur, no flood-frequency analysis was done for peak discharges. A flood-frequency analysis of flood volumes indicated that a 10-year flood would result in 0.39 inch of runoff (averaged over the entire drainage basin) from the larger watershed and 1.1 inches of runoff from the smaller watershed.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri984265","usgsCitation":"Brabets, T.P., 1999, Precipitation-runoff, suspended-sediment, and flood-frequency characteristics for urbanized areas of Elmendorf Air Force Base, Alaska: U.S. Geological Survey Water-Resources Investigations Report 98-4265, v, 34 p. :ill., maps ;28 cm.; 17 illus.; 17 tables, https://doi.org/10.3133/wri984265.","productDescription":"v, 34 p. :ill., maps ;28 cm.; 17 illus.; 17 tables","costCenters":[],"links":[{"id":157403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1994,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://smig.usgs.gov/SMIG/features_0399/elmendorf.html","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6997a4","contributors":{"authors":[{"text":"Brabets, Timothy P. tbrabets@usgs.gov","contributorId":2087,"corporation":false,"usgs":true,"family":"Brabets","given":"Timothy","email":"tbrabets@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":196129,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30214,"text":"wri984251 - 1999 - Water budget and water quality of Ward Lake, flow and water-quality characteristics of the Braden River estuary, and the effects of Ward Lake on the hydrologic system, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri984251","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4251","title":"Water budget and water quality of Ward Lake, flow and water-quality characteristics of the Braden River estuary, and the effects of Ward Lake on the hydrologic system, west-central Florida","docAbstract":"The Braden River is the largest tributary to the Manatee River. The river was dammed in 1936 to provide the city of Bradenton a source of freshwater supply. The resulting impoundment was called Ward Lake and had a storage capacity of about 585 million gallons. Reconstruction in 1985 increased the size of the reservoir to about 1,400 million gallons. The lake has been renamed the Bill Evers Reservoir and drains about 59 square miles. The Braden River watershed can be subdivided into three hydrologic reaches. The upper reach consists of a naturally incised free-flowing channel. The middle reach consists of a meandering channel affected by backwater as a result of the dam. The lower reach is a tidal estuary.  Water budgets were calculated for the 1993 through 1997 water years. Mean surface-water inflow to Ward Lake for the 5-year period was 1,645 inches per year (equivalent depth over the surface of the lake), or about 81.8 percent of total inflow. Mean ground-water inflow was 311 inches per year, or about 15.5 percent. A mean of 55 inches of rain fell directly on the lake and accounted for only 2.7 percent. Mean surface-water outflow was 1,736 inches, or about 86.4 percent of total water leaving the lake. There was no net ground-water outflow from the lake. Mean surface-water withdrawal for public supply was 229 inches per year, or about 11.4 percent. Mean evaporation was 45 inches and accounted for only 2.2 percent of the mean outflow. Change in lake storage on the budget was negligible. Most chemical constituents contained in water flowing to Ward Lake meet the standards specified by the Florida Department of Environmental Protection and the U.S. Environmental Protection Agency. Phosphorus is the exception, exceeding the U.S. Environmental Protection Agency limits of 0.10 milligram per liter in most samples. However, the source of the phosphorus is naturally occurring phosphate deposits underlying the watershed. Organic nitrogen and orthophosphate are the dominant species of nutrients in the streams and the lake. A major source of water to the streams is the surficial aquifer system. Mineralized water pumped from the intermediate aquifer system and the Upper Floridan aquifer for irrigation of agricultural areas or golf courses has influenced the chemical composition of the surficial aquifer and surface-water systems. The Braden River estuary receives freshwater inflow from Ward Lake and from three major streams discharging downstream from the dam. Salinity levels in the estuary are affected by freshwater flow from these sources and by antecedent conditions in the estuary prior to flow events. The lowest salinity levels are often measured at the confluence with Williams and Gap Creeks rather than at the outfall from the lake. The chemical composition of water flowing from the tributaries to the estuary is similar to the chemical composition of water in the tributaries flowing to Ward Lake and does not appear to be affected by brackish water from high tides. Nitrogen concentrations in water from Glen Creek were greater than in water from all other tributaries in the watershed. Fertilizer from orange groves and stormwater runoff from urban and industrial areas affect the water quality in Glen Creek. The effects of the reservoir on the hydrology of the watershed were to change the middle reach of the river from a brackish water estuary ecosystem to a freshwater lake ecosystem, raise water levels in the surficial aquifer system adjacent to the river, change water quality, and reduce freshwater flow to the estuary during periods of low flow. The lake acts as a sink for total organic carbon, dissolved solids, calcium, chloride, and sulfate, thereby decreasing loads of these constituents to the estuary. ","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri984251","usgsCitation":"Trommer, J., DelCharco, M., and Lewelling, B., 1999, Water budget and water quality of Ward Lake, flow and water-quality characteristics of the Braden River estuary, and the effects of Ward Lake on the hydrologic system, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 98-4251, vi, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri984251.","productDescription":"vi, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2414,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri984251","linkFileType":{"id":5,"text":"html"}},{"id":159295,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa27a","contributors":{"authors":[{"text":"Trommer, J.T.","contributorId":28248,"corporation":false,"usgs":true,"family":"Trommer","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":202871,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DelCharco, M.J.","contributorId":23172,"corporation":false,"usgs":true,"family":"DelCharco","given":"M.J.","affiliations":[],"preferred":false,"id":202870,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lewelling, B. R.","contributorId":17969,"corporation":false,"usgs":true,"family":"Lewelling","given":"B. R.","affiliations":[],"preferred":false,"id":202869,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24443,"text":"ofr99273 - 1999 - Precipitation, atmospheric deposition, streamflow, and water-quality data from selected sites in the city of Charlotte and Mecklenburg County, North Carolina, 1997–98","interactions":[],"lastModifiedDate":"2022-10-27T21:05:23.653278","indexId":"ofr99273","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"99-273","title":"Precipitation, atmospheric deposition, streamflow, and water-quality data from selected sites in the city of Charlotte and Mecklenburg County, North Carolina, 1997–98","docAbstract":"<p>Precipitation data were collected at 46 precipitation sites and 3 atmospheric deposition sites, and hydrologic data were collected at 6 stream sites in the vicinity of Charlotte and Mecklenburg County, North Carolina, from July 1997 through September 1998. Data were collected to identify the type, concentration, and amount of nonpoint-source stormwater runoff in the study area. The data collected include measurements of precipitation; streamflow; physical characteristics, such as water temperature, pH, specific conductance, biochemical oxygen demand, oil and grease, and suspended-sediment concentrations; and concentrations of nutrients, metals and minor constituents, and organic compounds. These data will provide information needed for (1) planned watershed simulation models, (2) estimates of nonpoint-source constituent loadings to the Catawba River, and (3) characterization of water quality in relation to basin conditions. Streamflow and rainfall data have been used to provide early warnings of possible flooding.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr99273","usgsCitation":"Sarver, K.M., Hazell, W., and Robinson, J.B., 1999, Precipitation, atmospheric deposition, streamflow, and water-quality data from selected sites in the city of Charlotte and Mecklenburg County, North Carolina, 1997–98: U.S. Geological Survey Open-File Report 99-273, vi, 144 p., https://doi.org/10.3133/ofr99273.","productDescription":"vi, 144 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":53520,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1999/0273/ofr19990273.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 1999-273"},{"id":408833,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23164.htm","linkFileType":{"id":5,"text":"html"}},{"id":157180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1999/0273/coverthb.jpg"}],"country":"United States","state":"North Carolina","county":"Mecklenburg County","city":"Charlotte","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.112,\n              35.5\n            ],\n            [\n              -81.112,\n              35.011\n            ],\n            [\n              -80.106,\n              35.011\n            ],\n            [\n              -80.106,\n              35.5\n            ],\n            [\n              -81.112,\n              35.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","contact":"<p><a href=\"mailto:dc_sc@usgs.gov\" data-mce-href=\"mailto:dc_sc@usgs.gov\">Director</a>, <a href=\"https://www.usgs.gov/centers/sa-water\" data-mce-href=\"https://www.usgs.gov/centers/sa-water\">South Atlantic Water Science Center</a><br> U.S. Geological Survey<br> 720 Gracern Road<br> Columbia, SC 29210</p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Data-collection methods</li><li>Laboratory analyses&nbsp;</li><li>Precipitation and hydrologic data</li><li>Selected references</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db6807a5","contributors":{"authors":[{"text":"Sarver, Kathleen M.","contributorId":81939,"corporation":false,"usgs":true,"family":"Sarver","given":"Kathleen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":191934,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hazell, W. F.","contributorId":40625,"corporation":false,"usgs":true,"family":"Hazell","given":"W. F.","affiliations":[],"preferred":false,"id":191933,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, J. B.","contributorId":32564,"corporation":false,"usgs":true,"family":"Robinson","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":191932,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25730,"text":"wri994119 - 1999 - Quantification of metal loading in Fisher Creek by tracer injection and synoptic sampling, Park County, Montana, August 1997","interactions":[],"lastModifiedDate":"2020-02-27T06:24:57","indexId":"wri994119","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"99-4119","title":"Quantification of metal loading in Fisher Creek by tracer injection and synoptic sampling, Park County, Montana, August 1997","docAbstract":"<p>A<span>cid mine drainage from abandoned and inactive mines affects the water quality of the upper reaches of Fisher Creek, Montana. A sodium chloride tracer was added to the stream for 29.5 hours to provide a hydrologic context for synoptic sampling of metal chemistry in the stream and its inflows. The detailed profile of stream discharge obtained from the sampling helped to indicate those areas of Fisher Creek where most of the metal loading occurred. Inflows to the stream can be divided between visible surface inflows, which were sampled, and subsurface inflows, which were not sampled, but the effects of both types of inflows on the stream load were quantified. Substantial loads were attributed to both sources. These results indicate that treatment of large visible inflows, particularly the Glengary adit, could still leave metal concentrations in Fisher Creek at levels that may adversely affect aquatic life.</span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/wri994119","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Kimball, B.A., Nimick, D.A., Gerner, L.J., and Runkel, R.L., 1999, Quantification of metal loading in Fisher Creek by tracer injection and synoptic sampling, Park County, Montana, August 1997: U.S. Geological Survey Water-Resources Investigations Report 99-4119, vi, 40 p., https://doi.org/10.3133/wri994119.","productDescription":"vi, 40 p.","numberOfPages":"49","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true},{"id":573,"text":"Special Applications Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":157130,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4119/report-thumb.jpg"},{"id":95557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4119/report.pdf","size":"3176","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","county":"Park County","otherGeospatial":"Fisher Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-110.2821,46.1847],[-110.2815,46.1596],[-110.2816,46.1348],[-110.2901,46.1344],[-110.2904,46.0447],[-110.29,45.9595],[-110.2908,45.9289],[-110.2916,45.8708],[-110.2912,45.7852],[-110.2207,45.7842],[-110.2182,45.6072],[-110.2145,45.5523],[-110.2175,45.4824],[-110.2166,45.37],[-110.2167,45.3494],[-110.2297,45.3494],[-110.2286,45.2946],[-110.2275,45.259],[-110.2276,45.2306],[-110.227,45.2051],[-110.2271,45.1763],[-110.059,45.1758],[-109.7977,45.1729],[-109.7977,45.1665],[-109.7979,45.0939],[-109.7969,45.003],[-109.8524,45.0029],[-109.9988,45.0026],[-110.1325,45.0022],[-110.133,45.0021],[-110.2006,44.9942],[-110.3717,44.9972],[-110.4021,44.9921],[-110.4302,44.9921],[-110.5806,44.9925],[-110.7072,44.9929],[-110.7756,45.0019],[-110.7823,45.0018],[-110.8004,45.0017],[-111.0418,45],[-111.0411,45.078],[-111.0427,45.0773],[-111.0429,45.1024],[-111.0424,45.1307],[-111.042,45.1599],[-111.0422,45.1791],[-111.0364,45.1791],[-111.0355,45.234],[-111.0357,45.2614],[-111.0351,45.3495],[-110.9366,45.349],[-110.9145,45.3486],[-110.9146,45.3619],[-110.9164,45.451],[-110.9174,45.4953],[-110.9175,45.5245],[-110.859,45.5247],[-110.8568,45.5896],[-110.7943,45.5902],[-110.7937,45.6113],[-110.794,45.6657],[-110.7935,45.6977],[-110.7942,45.7132],[-110.7945,45.7864],[-110.7886,45.7864],[-110.7888,45.8299],[-110.7884,45.8871],[-110.7893,45.9301],[-110.7887,45.9452],[-110.7889,46.1425],[-110.7836,46.1425],[-110.7825,46.1933],[-110.5789,46.1913],[-110.55,46.1913],[-110.5264,46.1913],[-110.4062,46.1904],[-110.4068,46.1844],[-110.3031,46.1852],[-110.2821,46.1847]]]},\"properties\":{\"name\":\"Park\",\"state\":\"MT\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64e148","contributors":{"authors":[{"text":"Kimball, Briant A. bkimball@usgs.gov","contributorId":533,"corporation":false,"usgs":true,"family":"Kimball","given":"Briant","email":"bkimball@usgs.gov","middleInitial":"A.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194829,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nimick, David A. dnimick@usgs.gov","contributorId":421,"corporation":false,"usgs":true,"family":"Nimick","given":"David","email":"dnimick@usgs.gov","middleInitial":"A.","affiliations":[{"id":573,"text":"Special Applications Science Center","active":true,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194830,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gerner, Linda J.","contributorId":54250,"corporation":false,"usgs":true,"family":"Gerner","given":"Linda","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194831,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Runkel, Robert L. 0000-0003-3220-481X runkel@usgs.gov","orcid":"https://orcid.org/0000-0003-3220-481X","contributorId":685,"corporation":false,"usgs":true,"family":"Runkel","given":"Robert","email":"runkel@usgs.gov","middleInitial":"L.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194832,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26052,"text":"wri984229 - 1999 - Ground-water hydrology and simulation of five remediation alternatives for an area affected by uranium-mill effluent near Canon City, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri984229","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4229","title":"Ground-water hydrology and simulation of five remediation alternatives for an area affected by uranium-mill effluent near Canon City, Colorado","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nInformation Services [distributor],","doi":"10.3133/wri984229","usgsCitation":"Banta, E., and Chafin, D.T., 1999, Ground-water hydrology and simulation of five remediation alternatives for an area affected by uranium-mill effluent near Canon City, Colorado: U.S. Geological Survey Water-Resources Investigations Report 98-4229, v, 95 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri984229.","productDescription":"v, 95 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":95578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4229/report.pdf","size":"15734","linkFileType":{"id":1,"text":"pdf"}},{"id":158063,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4229/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d4c","contributors":{"authors":[{"text":"Banta, Edward R.","contributorId":49820,"corporation":false,"usgs":true,"family":"Banta","given":"Edward R.","affiliations":[],"preferred":false,"id":195718,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chafin, Daniel T.","contributorId":77500,"corporation":false,"usgs":true,"family":"Chafin","given":"Daniel","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":195719,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29180,"text":"wri994114 - 1999 - Estimating the magnitude and frequency of floods in rural basins of North Carolina","interactions":[],"lastModifiedDate":"2018-05-08T14:01:09","indexId":"wri994114","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"99-4114","title":"Estimating the magnitude and frequency of floods in rural basins of North Carolina","docAbstract":"<p>A statewide study was conducted to develop two methods for estimating the magnitude and frequency of floods in rural ungaged basins in North Carolina. Flood-frequency estimates for gaged sites in North Carolina were computed by fitting the annual peak flows for each site to a log-Pearson Type III distribution. As part of the computation of flood-frequency estimates for gaged sites, new values for generalized skew coefficients were developed. Basin characteristics for these gaged sites were computed by using a geographic information system and automated computer algorithms. Flood-frequency estimates and basin characteristics for 317 gaged sites were combined to form the data base that was used for this analysis.</p><p>Regional regression analysis, using generalized least-squares regression, was used to develop a set of predictive equations that can be used to estimate the 2-, 5-, 10-, 25-, 50-, 100-, 200-, and 500-year recurrence interval discharges for rural ungaged basins in the Blue Ridge-Piedmont, Coastal Plain, and Sand Hills hydrologic areas. The predictive equations are all functions of drainage area. Average errors of prediction for these regression equations range from 36 to 65 percent.</p><p>A region-of-influence method also was developed that interactively estimates recurrence interval discharges for rural ungaged basins in the Blue Ridge-Piedmont and Coastal Plain hydrologic areas of North Carolina. Regression techniques are used to develop a unique relation between flood discharge and basin characteristics for a subset of gaged sites with similar basin characteristics. This, then, can be used to estimate flood discharges at ungaged sites. Because the computations required for this method are somewhat complex, a computer application was developed that performs the computations and compares the predictive errors for this method. The computer application also includes the option of using the regression equations to compute estimated flood discharges and errors of prediction specific to each ungaged site.</p><p>Root mean square errors, computed for each recurrence interval and hydrologic area, are generally only slightly lower for the region-of-influence method than for the regression equations and do not provide sufficient basis for recommending one method over the other. In addition, the region-of-influence method is a new method that is still being improved. As a result, the regional regression equations are considered to be the primary method for computing flood-frequency estimates at ungaged sites.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri994114","collaboration":"Prepared in cooperation with the North Carolina Department of Transportation","usgsCitation":"Pope, B.F., and Tasker, G.D., 1999, Estimating the magnitude and frequency of floods in rural basins of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 99-4114, iii, 44 p., https://doi.org/10.3133/wri994114.","productDescription":"iii, 44 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":353602,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4114/wri19994114.pdf","text":"Report","size":"415 KB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 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Carolina\",\"nation\":\"USA  \"}}]}","contact":"<p><a href=\"mailto:dc_sc@usgs.gov\" data-mce-href=\"mailto:dc_sc@usgs.gov\">Director</a>, <a href=\"https://www.usgs.gov/centers/sa-water\" data-mce-href=\"https://www.usgs.gov/centers/sa-water\">South Atlantic Water Science Center </a><br> U.S. Geological Survey<br> 720 Gracern Road<br> Columbia, SC 29210</p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Basin Characteristics</li><li>Estimation of Flood Magnitude and Frequency at Gaged Sites</li><li>Estimation of Flood Magnitude and Frequency at Ungaged Sites</li><li>Application of Methods</li><li>Summary</li><li>References</li><li>Appendix</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f49d4","contributors":{"authors":[{"text":"Pope, Benjamin F.","contributorId":12445,"corporation":false,"usgs":true,"family":"Pope","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":511065,"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":511066,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29544,"text":"wri984112 - 1999 - Analysis of carbon isotopes, determination of ground-water age, and estimated characteristics of the contaminant source at two fuel-spill plumes, western Cape Cod, Massachusetts, 1996","interactions":[],"lastModifiedDate":"2023-01-10T19:28:27.255118","indexId":"wri984112","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"98-4112","title":"Analysis of carbon isotopes, determination of ground-water age, and estimated characteristics of the contaminant source at two fuel-spill plumes, western Cape Cod, Massachusetts, 1996","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri984112","usgsCitation":"Savoie, J., 1999, Analysis of carbon isotopes, determination of ground-water age, and estimated characteristics of the contaminant source at two fuel-spill plumes, western Cape Cod, Massachusetts, 1996: U.S. Geological Survey Water-Resources Investigations Report 98-4112, iv, 21 p., https://doi.org/10.3133/wri984112.","productDescription":"iv, 21 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":411647,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19220.htm","linkFileType":{"id":5,"text":"html"}},{"id":95764,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159803,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4112/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.7135009765625,\n              41.40565583808169\n            ],\n            [\n              -69.873046875,\n              41.40565583808169\n            ],\n            [\n              -69.873046875,\n              42.05745022024682\n            ],\n            [\n              -70.7135009765625,\n              42.05745022024682\n            ],\n            [\n              -70.7135009765625,\n              41.40565583808169\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680690","contributors":{"authors":[{"text":"Savoie, Jennifer G.","contributorId":52218,"corporation":false,"usgs":true,"family":"Savoie","given":"Jennifer G.","affiliations":[],"preferred":false,"id":201693,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29439,"text":"wri994113 - 1999 - Use of environmental tracers to evaluate ground-water age and water-quality trends in a buried-valley aquifer, Dayton area, southwestern Ohio","interactions":[],"lastModifiedDate":"2021-12-30T20:24:30.052365","indexId":"wri994113","displayToPublicDate":"2001-01-01T00:00:00","publicationYear":"1999","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":"99-4113","title":"Use of environmental tracers to evaluate ground-water age and water-quality trends in a buried-valley aquifer, Dayton area, southwestern Ohio","docAbstract":"Chlorofluorocarbons (CFC method) and tritium and helium isotopes (3H-3He method) were used as environmental tracers to estimate ground-water age in conjunction with efforts to develop a regional ground-water flow model of the buried-valley aquifer in the Dayton area, southwestern Ohio. This report describes results of CFC and water-quality sampling, summarizes relevant aspects of previously published work, and describes the use of 3H-3He ages to characterize temporal trends in ground-water quality of the buried-valley aquifer near Dayton, Ohio.\r\n\r\nResults of CFC sampling indicate that approximately 25 percent of the 137 sampled wells were contaminated with excess CFC's that rendered the ground water unsuitable for age dating. Evaluation of CFC ages obtained for the remaining samples indicated that the CFC compounds used for dating were being affected by microbial degradation. The degradation occurred under anoxic conditions that are found in most parts of the buried-valley aquifer. As a result, ground-water ages derived by the CFC method were too old and were inconsistent with measured tritium concentrations and independently derived 3H-3He ages. Limited data indicate that dissolved methane may play an important role in the degradation of the CFC's. In contrast, the 3H-3He technique was found to yield ground-water ages that were chemically and hydrologically reasonable.\r\n\r\nGround-water ages derived by the 3H-3He technique were compared to values for selected water- quality characteristics to evaluate temporal trends in ground-water quality in the buried- valley aquifer. Distinct temporal trends were not identified for pH, alkalinity, or calcium and magnesium because of rapid equilibration of ground-water with calcite and dolomite in aquifer sediments. Temporal trends in which the amount of scatter and the number of outlier concentrations increased as ground-water age decreased were noted for sodium, potassium, boron, bromide, chloride, ammonia, nitrate, phosphate, sulfate, and organic carbon. Elevated concentrations of these constituents in shallow ground water are probably related to human activities. Temporal trends in which concentrations declined as ground-water age increased may reflect natural processes that reduce constituent concentrations to low levels. For example, the absence of nitrate detections in ground water recharged before 1980 may indicate natural removal of nitrate by bacterially mediated denitrification. Temporal trends observed for dissolved oxygen, iron, nitrate and silica indicate that these constituents may help identify recently (post-1990) recharged ground water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri994113","usgsCitation":"Rowe, G.L., Shapiro, S.D., and Schlosser, P., 1999, Use of environmental tracers to evaluate ground-water age and water-quality trends in a buried-valley aquifer, Dayton area, southwestern Ohio: U.S. Geological Survey Water-Resources Investigations Report 99-4113, v, 81 p., https://doi.org/10.3133/wri994113.","productDescription":"v, 81 p.","costCenters":[],"links":[{"id":393698,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_22682.htm"},{"id":58284,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4113/report-thumb.jpg"}],"country":"United States","state":"Ohio","city":"Dayton","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.4464111328125,\n              39.5866406233146\n            ],\n            [\n              -83.9739990234375,\n              39.5866406233146\n            ],\n            [\n              -83.9739990234375,\n              39.928694653732364\n            ],\n            [\n              -84.4464111328125,\n              39.928694653732364\n            ],\n            [\n              -84.4464111328125,\n              39.5866406233146\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6045b6","contributors":{"authors":[{"text":"Rowe, Gary L. glrowe@usgs.gov","contributorId":1779,"corporation":false,"usgs":true,"family":"Rowe","given":"Gary","email":"glrowe@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":201528,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shapiro, Stephanie Dunkle","contributorId":82738,"corporation":false,"usgs":true,"family":"Shapiro","given":"Stephanie","email":"","middleInitial":"Dunkle","affiliations":[],"preferred":false,"id":201530,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schlosser, Peter","contributorId":50936,"corporation":false,"usgs":true,"family":"Schlosser","given":"Peter","email":"","affiliations":[],"preferred":false,"id":201529,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24439,"text":"ofr99223 - 1999 - Hydrologic unit boundaries for the U.S. Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"ofr99223","displayToPublicDate":"2000-12-01T00:00:00","publicationYear":"1999","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":"99-223","title":"Hydrologic unit boundaries for the U.S. Virgin Islands","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/ofr99223","issn":"0094-9140","usgsCitation":"Santiago, M., and Rodríguez-Martínez, J., 1999, Hydrologic unit boundaries for the U.S. Virgin Islands: U.S. Geological Survey Open-File Report 99-223, 1 computer optical disk ;4 3/4 in., https://doi.org/10.3133/ofr99223.","productDescription":"1 computer optical disk ;4 3/4 in.","costCenters":[],"links":[{"id":157433,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9c7","contributors":{"authors":[{"text":"Santiago, Marilyn 0000-0002-2803-6799 msant@usgs.gov","orcid":"https://orcid.org/0000-0002-2803-6799","contributorId":5958,"corporation":false,"usgs":true,"family":"Santiago","given":"Marilyn","email":"msant@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":191925,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rodríguez-Martínez, Jesús","contributorId":48149,"corporation":false,"usgs":true,"family":"Rodríguez-Martínez","given":"Jesús","affiliations":[],"preferred":false,"id":191926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26458,"text":"wri984069 - 1999 - Simulation of the effects of development of the ground-water flow system of Long Island, New York","interactions":[],"lastModifiedDate":"2020-03-02T19:22:29","indexId":"wri984069","displayToPublicDate":"2000-12-01T00:00:00","publicationYear":"1999","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":"98-4069","title":"Simulation of the effects of development of the ground-water flow system of Long Island, New York","docAbstract":"Extensive development on Long Island since the late 19th century and projections of increased urbanization and ground-water use makes effective water-resource management essential for preservation of the island's hydrologic environment and maintenance of a reliable source of water supply. This report presents results of a ground-water flow simulation analysis of the effects of development on the Long Island ground-water system. It describes ground-water levels, stream-flow, and the ground-water budget for the predevelopment period (pre-1900), the 1960's drought, and a more recent (1968-83) period with significant hydrologic stress. The report also presents estimated effects of a proposed water-supply strategy for the year 2020. \r\n\r\nLong Island has three major aquifers-the upper glacial (water-table), the Magothy, and the Lloyd aquifers-that are separated to varying degrees by confining units. Before development, recharge from precipitation entered the ground-water system at a rate of more than 1.1 billion gallons per day. An equal amount discharged to streams (41 percent), the shore (52 percent), and subsea boundaries (7 percent) . Urbanization and withdrawal of more than 400 Mgal/d (million gallons per day) from wells have resulted in local effects that include declines in ground-water levels, drying up and burial of streams and wetlands, reduction of ground-water recharge by increased overland flow to the ocean, a general decrease in ground-water discharge, and salt water intrusion. In some areas, the reduction in recharge is mitigated by leakage from water-supply and wastewater disposal lines, and infiltration of storm water through recharge basins. During 1968-83, a net loss of 240 Mgal/d from the ground-water system caused a decrease in ground-water discharge to streams (135 Mgal/d), to the shore (82 Mgal/d), and to subsea boundaries (23Mgal/d).The greatest adverse effects have been in western Long Island, where the most severe development has occurred. This analysis shows stream base flow to be highly sensitive to water-table fluctuations, and long streams to be more sensitive than short ones. \r\n\r\nA water-supply scenario for the year 2020 was simulated that employs redistribution of pumping centers to mitigate extreme local effects . Although the net stress on the ground-water system was projected to increase 57 Mgal/d (24 percent) above that of 1968-83, redistribution of ground-water withdrawals across the island would allow recovery of cones of depression in western Long Island, thereby reducing the threat of salt water intrusion and increasing base flow of some streams . The increased stress would cause a net decrease in base flow island wide of 44 Mgal/d; total base flow would be 281 Mgal/d - 39 percent below predevelopment levels or 14 percent below 1968-83 levels. The most severe effects would be in Nassau and western Suffolk Counties.","language":"English","publisher":"U.S. Geological Survey ","doi":"10.3133/wri984069","usgsCitation":"Buxton, H.T., and Smolensky, D.A., 1999, Simulation of the effects of development of the ground-water flow system of Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 98-4069, vi, 57 p., https://doi.org/10.3133/wri984069.","productDescription":"vi, 57 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":158046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2068,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri984069","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.817138671875,\n              40.56806745430726\n            ],\n            [\n              -72.3779296875,\n              40.734770989672406\n            ],\n            [\n              -71.83410644531249,\n              41.05864414643032\n            ],\n            [\n              -72.00439453124999,\n              41.269549502842594\n            ],\n            [\n              -73.817138671875,\n              40.90520969727358\n            ],\n            [\n              -73.817138671875,\n              40.56806745430726\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1f06","contributors":{"authors":[{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":196429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smolensky, Douglas A.","contributorId":105341,"corporation":false,"usgs":true,"family":"Smolensky","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25684,"text":"wri984177 - 1999 - Nutrient and suspended-sediment concentrations, trends, loads, and yields from the nontidal part of the Susquehanna, Potomac, Patuxent, and Choptank rivers, 1985-96","interactions":[],"lastModifiedDate":"2023-01-06T20:03:24.948389","indexId":"wri984177","displayToPublicDate":"2000-12-01T00:00:00","publicationYear":"1999","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":"98-4177","title":"Nutrient and suspended-sediment concentrations, trends, loads, and yields from the nontidal part of the Susquehanna, Potomac, Patuxent, and Choptank rivers, 1985-96","docAbstract":"The Chesapeake Bay River-Input Monitoring Program was established to characterize the water quality of four major rivers in Maryland, and to quantify the load and the long-term trends in concentrations of nutrients (nitrogen and phosphorus) and suspended sediment transported from the nontidal part of each river to the Chesapeake Bay. As part of the River-Input Monitoring Program, nutrient and suspended-sediment data and streamflow data were collected from 1985 through 1996 at the Susquehanna, Potomac, Patuxent, and Choptank Rivers above the points of tidal influence. The data were used to determine the effectiveness of strategies aimed at reducing nutrients entering Chesapeake Bay from its tributaries.        Of the four rivers studied, the Patuxent River had the highest median concentrations of total nitrogen (2.6 milligrams per liter), total phosphorus (0.17 milligrams per liter), and suspended sediment (45 milligrams per liter) during the 12-year period. From 1985?96, flow-adjusted concentrations of total nitrogen decreased in all but the Potomac River, flow-adjusted concentrations of total phosphorus decreased in all four rivers, and flow-adjusted concentrations of suspended sediment decreased in all but the Susquehanna River.        The rivers that contributed the greatest amount of streamflow to Chesapeake Bay, the Susquehanna and Potomac, also contributed the greatest nutrient loads and suspended-sediment loads to the Bay. The Susquehanna River transported the highest average-annual loads of total phosphorus (4.7 million pounds per year) and total nitrogen (146 million pounds per year), while the Potomac River transported the highest average-annual load of suspended sediment (4.1 billion pounds per year) to the Bay.        Annual loads and annual mean streamflow were normalized by basin drainage area to account for some of the hydrologic differences among the river basins. An increase in precipitation from south to north is still apparent, however, when comparing the water yields among river basins. The Susquehanna River Basin had the highest median annual water yield during the study period; the other three basins all had similar water yields. The Susquehanna River and the Patuxent River had the highest median annual yields of nitrogen during the study period. The Patuxent River also had the highest median annual yield of total phosphorus during the study period, while the Potomac River had the highest median yield of suspended sediment.        Annual yields of total phosphorus and suspended sediment from the Susquehanna and the Choptank River Basins are lower than those from the Potomac and Patuxent River Basins. These relatively small yields from the Susquehanna River may be due to the location of the sampling station below Conowingo Dam. A series of three dams upstream trap a large percentage of sediment and total phosphorus carried by the Susquehanna River to Chesapeake Bay.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri984177","usgsCitation":"Darrell, L.C., Majedi, B.F., Lizarraga, J.S., and Blomquist, J., 1999, Nutrient and suspended-sediment concentrations, trends, loads, and yields from the nontidal part of the Susquehanna, Potomac, Patuxent, and Choptank rivers, 1985-96: U.S. Geological Survey Water-Resources Investigations Report 98-4177, v, 38 p., https://doi.org/10.3133/wri984177.","productDescription":"v, 38 p.","costCenters":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"links":[{"id":95550,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156109,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1998/4177/report-thumb.jpg"},{"id":411515,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19248.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Delaware, Maryland, New Jersey, New York, Pennsylvania, Virginia, West Virginia","otherGeospatial":"Susquehana, Potomac, Patuxent, and Choptank Rivers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.717,\n              42.467\n            ],\n            [\n              -80.717,\n              37.3\n            ],\n            [\n              -74.633,\n              37.3\n            ],\n            [\n              -74.633,\n              42.467\n            ],\n            [\n              -80.717,\n              42.467\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6967c9","contributors":{"authors":[{"text":"Darrell, Linda C.","contributorId":6092,"corporation":false,"usgs":true,"family":"Darrell","given":"Linda","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Majedi, Brenda F. blfeit@usgs.gov","contributorId":5060,"corporation":false,"usgs":true,"family":"Majedi","given":"Brenda","email":"blfeit@usgs.gov","middleInitial":"F.","affiliations":[],"preferred":true,"id":194648,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lizarraga, Joy S.","contributorId":43735,"corporation":false,"usgs":true,"family":"Lizarraga","given":"Joy","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":194650,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blomquist, Joel D. jdblomqu@usgs.gov","contributorId":3774,"corporation":false,"usgs":true,"family":"Blomquist","given":"Joel D.","email":"jdblomqu@usgs.gov","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":false,"id":194647,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26456,"text":"wri984070 - 1999 - Feasibility of using ground water as a supplemental supply for Brooklyn and Queens, New York","interactions":[],"lastModifiedDate":"2020-03-03T06:52:20","indexId":"wri984070","displayToPublicDate":"2000-12-01T00:00:00","publicationYear":"1999","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":"98-4070","title":"Feasibility of using ground water as a supplemental supply for Brooklyn and Queens, New York","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri984070","usgsCitation":"Buxton, H., Smolensky, D., and Shernoff, P., 1999, Feasibility of using ground water as a supplemental supply for Brooklyn and Queens, New York: U.S. Geological Survey Water-Resources Investigations Report 98-4070, v, 33 p. , https://doi.org/10.3133/wri984070.","productDescription":"v, 33 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":157840,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":266238,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1998/4070/report.pdf"}],"country":"United States","state":"New York","otherGeospatial":"Brooklyn, Queens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.05403137207031,\n              40.65199222800328\n            ],\n            [\n              -73.83842468261719,\n              40.65199222800328\n            ],\n            [\n              -73.83842468261719,\n              40.803934592883806\n            ],\n            [\n              -74.05403137207031,\n              40.803934592883806\n            ],\n            [\n              -74.05403137207031,\n              40.65199222800328\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f12","contributors":{"authors":[{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":196425,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smolensky, D. A.","contributorId":46094,"corporation":false,"usgs":true,"family":"Smolensky","given":"D. A.","affiliations":[],"preferred":false,"id":196424,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shernoff, P. K.","contributorId":22779,"corporation":false,"usgs":true,"family":"Shernoff","given":"P. K.","affiliations":[],"preferred":false,"id":196423,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25524,"text":"wri984184 - 1999 - Geohydrology of monitoring wells drilled in Oasis Valley near Beatty, Nye County, Nevada, 1997","interactions":[],"lastModifiedDate":"2020-03-02T19:51:49","indexId":"wri984184","displayToPublicDate":"2000-12-01T00:00:00","publicationYear":"1999","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":"98-4184","displayTitle":"Geohydrology of Monitoring Wells Drilled in Oasis Valley near Beatty, Nye County, Nevada, 1997","title":"Geohydrology of monitoring wells drilled in Oasis Valley near Beatty, Nye County, Nevada, 1997","docAbstract":"Twelve monitoring wells were installed in 1997 at seven sites in and near Oasis Valley, Nevada. The wells, ranging in depth from 65 to 642 feet, were installed to measure water levels and to collect water-quality samples. Well-construction data and geologic and geophysical logs are presented in this report. Seven geologic units were identified and described from samples collected during the drilling: (1) Ammonia Tanks Tuff; (2) Tuff of Cutoff Road; (3) tuffs, not formally named but informally referred to in this report as the 'tuff of Oasis Valley'; (4) lavas informally named the 'rhyolitic lavas of Colson Pond'; (5) Tertiary colluvial and alluvial gravelly deposits; (6) Tertiary and Quaternary colluvium; and (7) Quaternary alluvium. Water levels in the wells were measured in October 1997 and February 1998 and ranged from about 18 to 350 feet below land surface. Transmissive zones in one of the boreholes penetrating volcanic rock were identified using flowmeter data. Zones with the highest transmissivity are at depths of about 205 feet in the 'rhyolitic lavas of Colson Pond' and 340 feet within the 'tuff of Oasis Valley.'","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri984184","collaboration":"Prepared in cooperation with the U.S. Department of Energy Nevada Operations Office, under Interagency Agreement DE-AI08-96NV11967","usgsCitation":"Robledo, A.R., Ryder, P.L., Fenelon, J.M., and Paillet, F.L., 1999, Geohydrology of monitoring wells drilled in Oasis Valley near Beatty, Nye County, Nevada, 1997 (Version 1.1, Revised Nov 2008): U.S. Geological Survey Water-Resources Investigations Report 98-4184, iii, 40 p., https://doi.org/10.3133/wri984184.","productDescription":"iii, 40 p.","additionalOnlineFiles":"Y","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":157673,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":12090,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri984184/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nevada","county":"Nye County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117,36 ], [ -117,38 ], [ -115.75,38 ], [ -115.75,36 ], [ -117,36 ] ] ] } } ] }","edition":"Version 1.1, Revised Nov 2008","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8acc","contributors":{"authors":[{"text":"Robledo, Armando R.","contributorId":27848,"corporation":false,"usgs":true,"family":"Robledo","given":"Armando","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194041,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ryder, Philip L.","contributorId":22806,"corporation":false,"usgs":true,"family":"Ryder","given":"Philip","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194040,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fenelon, Joseph M. 0000-0003-4449-245X jfenelon@usgs.gov","orcid":"https://orcid.org/0000-0003-4449-245X","contributorId":2355,"corporation":false,"usgs":true,"family":"Fenelon","given":"Joseph","email":"jfenelon@usgs.gov","middleInitial":"M.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194039,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Paillet, Frederick L.","contributorId":38191,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194042,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":31023,"text":"wri994018B - 1999 - U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 2 (Part B)","interactions":[],"lastModifiedDate":"2023-03-22T14:51:54.281033","indexId":"wri994018B","displayToPublicDate":"2000-11-01T02:00:00","publicationYear":"1999","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":"99-4018","chapter":"B","title":"U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 2 (Part B)","docAbstract":"<div><p>This report contains papers presented at the seventh Technical Meeting of the U.S. Geological Survey (USGS), Toxic Substances Hydrology (Toxics) Program. The meeting was held March 8-12, 1999, in Charleston, South Carolina. Toxics Program Technical Meetings are held periodically to provide a forum for presentation and discussion of results of recent research activities.</p><p>The objectives of these meetings are to:</p></div><ul><li><div>Present recent research results to essential stakeholders,</div></li><li><div>Encourage synthesis and integrated interpretations among scientists with different expertise who are working on a contamination issue, and</div></li><li><div>Promote exchange of ideas among scientists working on different projects and issues within the Toxics Program.</div></li></ul><div><p>The Proceedings is published in three volumes. Volume 1 contains papers that report on results of research on contamination from hard-rock mining. Results include research on contamination from hard rock mining in arid southwest alluvial basins, research on hard rock mining in mountainous terrain, and progress from the USGS Abandoned Mine Lands Initiative. This Initiative is designed to develop a watershed-based approach to characterize and remediate contamination from abandoned mine lands and transfer technologies to Federal land management agencies and stakeholders.</p><p>Volume 2 contains papers on contamination of hydrologic systems and related ecosystems. The papers discuss research on the response of estuarine ecosystems to contamination from human activities. They include research on San Francisco Bay; mercury contamination of aquatic ecosystems; and investigation of the occurrence, distribution, and fate of agricultural chemicals in the Mississippi River Basin. This volume also contains results on development and reconnaissance testing of new methods to detect emerging contaminants in environmental samples.</p><p>Volume 3 contains papers on subsurface contamination from point sources. The papers discuss research on: hydrocarbons and fuel oxygenates at gasoline release sites; ground-water contamination by crude oil; complex contaminant mixtures from treated wastewater discharges; waste disposal and subsurface transport of contaminants in arid environments; ground water and surface water affected by municipal landfill leachate; natural attenuation of chlorinated solvents; and characterizing flow and transport in fractured rock aquifers.</p><p>In all, the more than 175 papers contained in this proceedings reflect the contributions of more than 350 scientists who are co-authors. These scientists are from across the USGS, as well as from universities, other Federal and State agencies, and industry.</p></div>","conferenceTitle":"Seventh Technical Meeting of the U.S. Geological Survey Toxic Substances Hydrology Program","conferenceDate":"March 8-12, 1999","conferenceLocation":"Charleston, SC","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"West Trenton, NJ","doi":"10.3133/wri994018B","usgsCitation":"1999, U.S. Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Charleston, South Carolina, March 8-12, 1999: Volume 2 (Part B): U.S. Geological Survey Water-Resources Investigations Report 99-4018, xvi, 482 p., https://doi.org/10.3133/wri994018B.","productDescription":"xvi, 482 p.","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true},{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":350675,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri994018C","text":"Volume 3 (Part C)"},{"id":350674,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri994018A","text":"Volume 1 (Part A)"},{"id":369343,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4018b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160773,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4018b/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69654b","contributors":{"editors":[{"text":"Morganwalp, David W. dwmorgan@usgs.gov","contributorId":5592,"corporation":false,"usgs":true,"family":"Morganwalp","given":"David","email":"dwmorgan@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":725918,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":725919,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}}
,{"id":25505,"text":"wri994020 - 1999 - Factors controlling elevated lead concentrations in water samples from aquifer systems in Florida","interactions":[],"lastModifiedDate":"2020-02-27T06:26:12","indexId":"wri994020","displayToPublicDate":"2000-11-01T00:00:00","publicationYear":"1999","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":"99-4020","title":"Factors controlling elevated lead concentrations in water samples from aquifer systems in Florida","docAbstract":"Concentrations of total lead (Pb) and dissolved Pb exceeded the U.S. Environmental Protection Agency action level of 15 micrograms per liter (mg/L) in approximately 19 percent and 1.3 percent, respectively, of ground-water samples collected during 1991-96 from a statewide network of monitoring wells designed to delineate background water quality of Florida's major aquifer systems. Differences in total Pb concentrations among aquifer systems reflect the combined influence of anthropogenic sources and chemical conditions in each system. A highly significant (p<0.001) difference in median total Pb concentrations was found for water samples from wells with water-level recording devices that contain Pb-counterweights (14 mg/L) compared to non-recorder wells (2 mg/L). Differences between total Pb concentrations for recorder and non-recorder wells are even more pronounced when compared for each aquifer system. The largest differences for recorder status are found for the surficial aquifer system, where median total Pb concentrations are 44 and 2.4 mg/L for recorder wells and non-recorder wells, respectively. Leaching of Pb from metal casing materials is another potential source of Pb in ground water samples. Median total Pb concentrations in water samples from the surficial, intermediate, and Floridan aquifer systems are higher from recorder wells cased with black iron than for recorder wells with steel and PVC casing material.  Stable isotopes of Pb were used in this study to distinguish between anthropogenic and natural sources of Pb in ground water, as Pb retains the isotopic signature of the source from which it is derived. Based on similarities between slopes and intercepts of trend lines for various sample types (plots of 206Pb/204Pb versus 208Pb/204Pb and 207Pb/204Pb versus 208Pb/204Pb) the predominant source of total Pb in water samples from the surficial aquifer system is corrosion of Pb counterweights. It is likely that only ground-water samples, not the aquifer, were contaminated with elevated Pb concentations. Pb-isotopic ratios of water from the Floridan aquifer system plot between trend lines connecting the isotopic composition of Pb counterweights and the composition of acid leachates of material from the Floridan aquifer system, indicating that Pb in these waters most likely is a mixture of Pb derived from aquifer material and corrosion of Pb counterweights. ","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri994020","usgsCitation":"Katz, B., Bullen, M., Bullen, T., and Hansard, P., 1999, Factors controlling elevated lead concentrations in water samples from aquifer systems in Florida: U.S. Geological Survey Water-Resources Investigations Report 99-4020, iv, 22 p. , https://doi.org/10.3133/wri994020.","productDescription":"iv, 22 p. 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,{"id":28208,"text":"wri994014 - 1999 - Hydrology and simulation of the ground-water flow system in Tooele Valley, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri994014","displayToPublicDate":"2000-11-01T00:00:00","publicationYear":"1999","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":"99-4014","title":"Hydrology and simulation of the ground-water flow system in Tooele Valley, Utah","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri994014","usgsCitation":"Lambert, P., and Stolp, B., 1999, Hydrology and simulation of the ground-water flow system in Tooele Valley, Utah: U.S. Geological Survey Water-Resources Investigations Report 99-4014, vi, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri994014.","productDescription":"vi, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":95704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4014/report.pdf","size":"11933","linkFileType":{"id":1,"text":"pdf"}},{"id":159579,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4014/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604da9","contributors":{"authors":[{"text":"Lambert, P. M.","contributorId":74380,"corporation":false,"usgs":true,"family":"Lambert","given":"P. M.","affiliations":[],"preferred":false,"id":199397,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stolp, Bernard J. 0000-0003-3803-1497","orcid":"https://orcid.org/0000-0003-3803-1497","contributorId":71942,"corporation":false,"usgs":true,"family":"Stolp","given":"Bernard J.","affiliations":[],"preferred":false,"id":199396,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25748,"text":"wri994034 - 1999 - Relation of fish community composition to environmental and land use factors in part of the Upper Mississippi River Basin, 1995-97","interactions":[],"lastModifiedDate":"2021-11-15T22:52:26.938889","indexId":"wri994034","displayToPublicDate":"2000-11-01T00:00:00","publicationYear":"1999","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":"99-4034","title":"Relation of fish community composition to environmental and land use factors in part of the Upper Mississippi River Basin, 1995-97","docAbstract":"<p>Fish communities in the Upper Mississippi River Basin have been affected by changing environmental and land-use factors. Fish communities in small streams in agricultural and urban basins were compared to the fish community in a relatively undisturbed forested basin. In small streams, nutrient inputs from fertilizer, habitat modification from channelization, hydrologic modification from dams and tile drains, and increased water temperatures from loss of riparian shading have contributed to producing a change in fish community composition. In the large rivers, some of the changes that have occurred from sites upstream to downstream of the Twin Cities metropolitan area are primarily caused by the environmental effects of dams constructed as part of the lock and dam commercial navigation system. Although some of the differences upstream and downstream of the Twin Cities metropolitan area are due to zoogeographic variability, the major changes in the downstream community are shifts to more lentic species, species with higher thermal tolerance, and more planktivorous species. 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