{"pageNumber":"951","pageRowStart":"23750","pageSize":"25","recordCount":46734,"records":[{"id":72293,"text":"wdrMDDEDC041 - 2005 - Water resources data Maryland, Delaware, and Washington, D.C., water year 2004, Volume 1. Surface-water data","interactions":[],"lastModifiedDate":"2012-02-02T00:13:55","indexId":"wdrMDDEDC041","displayToPublicDate":"2005-09-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MD-DE-DC-04-1","title":"Water resources data Maryland, Delaware, and Washington, D.C., water year 2004, Volume 1. Surface-water data","language":"ENGLISH","doi":"10.3133/wdrMDDEDC041","usgsCitation":"Saffer, R.W., Pentz, R.H., and Tallman, A.J., 2005, Water resources data Maryland, Delaware, and Washington, D.C., water year 2004, Volume 1. Surface-water data: U.S. Geological Survey Water Data Report MD-DE-DC-04-1, 572 p., https://doi.org/10.3133/wdrMDDEDC041.","productDescription":"572 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":191825,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7205,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-md-de-dc-04-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f7fce","contributors":{"authors":[{"text":"Saffer, Richard W.","contributorId":79951,"corporation":false,"usgs":true,"family":"Saffer","given":"Richard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":285370,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pentz, Robert H.","contributorId":15276,"corporation":false,"usgs":true,"family":"Pentz","given":"Robert","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":285368,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tallman, Anthony J.","contributorId":56275,"corporation":false,"usgs":true,"family":"Tallman","given":"Anthony","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":285369,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":72229,"text":"sir20055169 - 2005 - Drought-sensitive aquifer settings in southeastern Pennsylvania","interactions":[],"lastModifiedDate":"2023-07-05T14:56:29.69754","indexId":"sir20055169","displayToPublicDate":"2005-09-15T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5169","title":"Drought-sensitive aquifer settings in southeastern Pennsylvania","docAbstract":"This report describes the results of a study conducted by the U.S. Geological Survey, in cooperation with the Pennsylvania Department of Conservation and Natural Resources, Bureau of Topographic and Geologic Survey, to determine drought-sensitive aquifer settings in southeastern Pennsylvania. Because all or parts of southeastern Pennsylvania have been in drought-warning or drought-emergency status during 6 of the past 10 years from 1994 through 2004, this information should aid well owners, drillers, and water-resource managers in guiding appropriate well construction and sustainable use of Pennsylvania's water resources. \r\n\r\n'Drought-sensitive' aquifer settings are defined for this study as areas unable to supply adequate quantities of water to wells during drought. Using information from previous investigations and a knowledge of the hydrogeology and topography of the study area, drought-sensitive aquifer settings in southeastern Pennsylvania were hypothesized as being associated with two factors - a water-table decline (WTD) index and topographic setting. The WTD index is an estimate of the theoretical water-table decline at the ground-water divide for a hypothetical aquifer with idealized geometry. The index shows the magnitude of ground-water decline after cessation of recharge is a function of (1) distance from stream to divide, (2) ground-water recharge rate, (3) transmissivity, (4) specific yield, and (5) duration of the drought. WTD indices were developed for 39 aquifers that were subsequently grouped into categories of high, moderate, and low WTD index. \r\n\r\nDrought-sensitive settings determined from the hypothesized factors were compared to locations of wells known to have been affected (gone dry, replaced, or deepened) during recent droughts. Information collected from well owners, drillers, and public agencies identified 2,016 wells affected by drought during 1998-2002. Most of the available data on the location of drought-affected wells in the study area were from Chester and Montgomery Counties because those counties have well-construction regulations that identify wells that failed during drought. The locations of drought-affected wells in Chester and Montgomery Counties indicated the most highly sensitive settings are uplands and slopes in aquifers with high WTD index and uplands in aquifers with moderate WTD index. The least sensitive settings are in aquifers with low WTD index, in valleys, or on slopes. A map was developed showing the relative drought sensitivity (low, moderate, and high) of aquifers in southeastern Pennsylvania. \r\n\r\nStudy results were limited by the inability to obtain much information about the location of drought-affected wells, with the exception of Montgomery and Chester Counties. Also, the construction characteristics (particularly depth) of drought-affected wells generally were not available. Well depth could be used to distinguish between problems caused by shallow well depth (generally less than 100 ft) and those caused by deficiency of the aquifer to supply water. With the exception of owner-derived information from a public survey on drought-affected wells (35 wells), depth data were not obtained. Data from the 35 drought-affected wells indicated most were drilled (not dug) and were completed to depths greater than 100 feet. This finding indicates that the affects of recent droughts in southeastern Pennsylvania were not restricted to shallow dug wells, but also affected deeper drilled wells.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, Virginia","doi":"10.3133/sir20055169","usgsCitation":"Zimmerman, T.M., and Risser, D.W., 2005, Drought-sensitive aquifer settings in southeastern Pennsylvania: U.S. Geological Survey Scientific Investigations Report 2005-5169, iv, 21 p., https://doi.org/10.3133/sir20055169.","productDescription":"iv, 21 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":192740,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7054,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5169/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Pennsylvania","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -78.83333333333333,39.833333333333336 ], [ -78.83333333333333,41 ], [ -74.83333333333333,41 ], [ -74.83333333333333,39.833333333333336 ], [ -78.83333333333333,39.833333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686834","contributors":{"authors":[{"text":"Zimmerman, Tammy M. 0000-0003-0842-6981 tmzimmer@usgs.gov","orcid":"https://orcid.org/0000-0003-0842-6981","contributorId":2359,"corporation":false,"usgs":true,"family":"Zimmerman","given":"Tammy","email":"tmzimmer@usgs.gov","middleInitial":"M.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":285213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Risser, Dennis W. 0000-0001-9597-5406 dwrisser@usgs.gov","orcid":"https://orcid.org/0000-0001-9597-5406","contributorId":898,"corporation":false,"usgs":true,"family":"Risser","given":"Dennis","email":"dwrisser@usgs.gov","middleInitial":"W.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":285212,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":72231,"text":"sir20055137 - 2005 - Changes in streamflow patterns related to hydrologic restoration of a sedge fen wetland in Seney National Wildlife Refuge, Michigan, 1998-2004","interactions":[],"lastModifiedDate":"2017-01-20T13:12:27","indexId":"sir20055137","displayToPublicDate":"2005-09-15T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5137","title":"Changes in streamflow patterns related to hydrologic restoration of a sedge fen wetland in Seney National Wildlife Refuge, Michigan, 1998-2004","docAbstract":"Vast expanses of sedge fen in Schoolcraft County in Michigan's Upper Peninsula were ditched and diked in the early to mid-1900s to promote agricultural development and create waterfowl habitat. Unintended consequences of these actions were far reaching and included the deposition of large amounts of sand in the Manistique River. In 2002, the U.S. Fish and Wildlife Service, which now manages much of the wetland as part of Seney National Wildlife Refuge, attempted to restore streamflow to Walsh Creek and overland flow downgradient of Walsh Ditch, near C-3 Pool. Streamflow data were collected before and after remediation activities. These data indicate that efforts to restore flow to Walsh Creek were partially successful, but it is unclear whether overland flow was restored downgradient from Walsh Ditch. Alternatives for future evaluation of restoration of flow to Walsh Creek include monitoring streamflow at three easily accessible locations. Restoration of overland flow downgradient from Walsh Ditch can be assessed in the future by monitoring flows at three additional sites. Restoration of either site can be assessed by monitoring vegetation shifts, possibly with aerial or satellite imagery.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055137","collaboration":"In cooperation with U.S. Fish and Wildlife Service","usgsCitation":"Neff, B., Weaver, T.L., and Wydra, D., 2005, Changes in streamflow patterns related to hydrologic restoration of a sedge fen wetland in Seney National Wildlife Refuge, Michigan, 1998-2004: U.S. Geological Survey Scientific Investigations Report 2005-5137, iv, 20 p., https://doi.org/10.3133/sir20055137.","productDescription":"iv, 20 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":192786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir20055137.JPG"},{"id":7055,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5137/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Michigan","otherGeospatial":"Seney National Wildlife Refuge","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.11495971679688,\n 46.34266158311293\n ],\n [\n -86.26155853271484,\n 46.34289859337118\n ],\n [\n -86.26327514648438,\n 46.23067803830134\n ],\n [\n -86.22379302978514,\n 46.230440541999506\n ],\n [\n -86.22379302978514,\n 46.226877974151705\n ],\n [\n -86.13590240478516,\n 46.227115485868595\n ],\n [\n -86.13624572753906,\n 46.15938305533438\n ],\n [\n -86.01093292236328,\n 46.158431830697126\n ],\n [\n -86.01093292236328,\n 46.16390114779357\n ],\n [\n -86.00715637207031,\n 46.16556561464647\n ],\n [\n -86.00578308105469,\n 46.1760268245766\n ],\n [\n -86.0006332397461,\n 46.17650228684226\n ],\n [\n -86.0006332397461,\n 46.18315832690901\n ],\n [\n -85.98793029785156,\n 46.18363372751015\n ],\n [\n -85.98861694335938,\n 46.186486044787195\n ],\n [\n -85.98037719726562,\n 46.18696141661177\n ],\n [\n -85.98072052001953,\n 46.19432915420975\n ],\n [\n -85.97488403320312,\n 46.19456680672094\n ],\n [\n -85.9741973876953,\n 46.21690155405162\n ],\n [\n -85.97145080566406,\n 46.21713910893101\n ],\n [\n -85.97179412841797,\n 46.219752144776876\n ],\n [\n -85.96012115478516,\n 46.21903951096931\n ],\n [\n -85.95977783203125,\n 46.21737666278269\n ],\n [\n -85.93196868896484,\n 46.21642644120982\n ],\n [\n -85.9299087524414,\n 46.21998968732403\n ],\n [\n -85.9292221069336,\n 46.225215363358814\n ],\n [\n -85.92887878417969,\n 46.231153027822046\n ],\n [\n -85.92887878417969,\n 46.23352791376573\n ],\n [\n -85.9292221069336,\n 46.23946467902409\n ],\n [\n -85.93471527099608,\n 46.23946467902409\n ],\n [\n -85.93746185302734,\n 46.23946467902409\n ],\n [\n -85.93952178955078,\n 46.24183920528805\n ],\n [\n -85.92819213867188,\n 46.24658794952197\n ],\n [\n -85.92887878417969,\n 46.250624058927734\n ],\n [\n -85.92819213867188,\n 46.25988224656725\n ],\n [\n -85.92681884765624,\n 46.28290224282112\n ],\n [\n -85.93677520751953,\n 46.29808539982842\n ],\n [\n -85.94295501708983,\n 46.29903420739236\n ],\n [\n -85.94364166259766,\n 46.302829273239304\n ],\n [\n -85.94913482666016,\n 46.302829273239304\n ],\n [\n -85.94879150390625,\n 46.31658418182218\n ],\n [\n -85.95256805419922,\n 46.3177697879667\n ],\n [\n -85.95359802246094,\n 46.32488288538415\n ],\n [\n -86.11564636230469,\n 46.32464579703593\n ],\n [\n -86.11495971679688,\n 46.34266158311293\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6a29","contributors":{"authors":[{"text":"Neff, B.P.","contributorId":92759,"corporation":false,"usgs":true,"family":"Neff","given":"B.P.","email":"","affiliations":[],"preferred":false,"id":285216,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weaver, T. L.","contributorId":24339,"corporation":false,"usgs":true,"family":"Weaver","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":285214,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wydra, D.G.","contributorId":62299,"corporation":false,"usgs":true,"family":"Wydra","given":"D.G.","email":"","affiliations":[],"preferred":false,"id":285215,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":74733,"text":"ofr20051360 - 2005 - Descriptions and preliminary report on sediment cores from the southwest coastal area, Everglades National Park, Florida","interactions":[],"lastModifiedDate":"2025-04-10T16:10:10.95048","indexId":"ofr20051360","displayToPublicDate":"2005-09-14T00:00:00","publicationYear":"2005","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":"2005-1360","displayTitle":"Descriptions and Preliminary Report on Sediment Cores from the Southwest Coastal Area, Everglades National Park, Florida","title":"Descriptions and preliminary report on sediment cores from the southwest coastal area, Everglades National Park, Florida","docAbstract":"

Sediment cores were collected from five locations in the southwest coastal area of Everglades National Park, Florida, in May 2004 for the purpose of determining the ecosystem history of the area and the impacts of changes in flow through the Shark River Slough. An understanding of natural cycles of change prior to significant human disturbance allows land managers to set realistic performance measures and targets for salinity and other water quality and quantity quality measures. Preliminary examination of the cores indicates significant changes have taken place over the last 1000-2000 years. The cores collected from the inner bays — the most landward bays — are distinctly different from other estuarine sediment cores examined in Florida Bay and Biscayne Bay. Peats in the inner-bay cores from Big Lostmans Bay, Broad River Bay, and Tarpon Bay were deposited at least 1000 years before present (BP) based on radiocarbon analyses. The peats are overlain by poorly sorted organic muds and sands containing species indicative of deposition in a freshwater to very low salinity environment. The Alligator Bay core, the most northern inner-bay core, is almost entirely sand; no detailed faunal analyses or radiometric dating has been completed on this core. The Roberts River core, taken from the mouth of the River where it empties into Whitewater Bay, is lithologically and faunally similar to previously examined cores from Biscayne and Florida Bays; however, the basal unit was deposited ~2000 years before the present based on radiocarbon analyses. A definite trend of increasing salinity over time is seen in the Roberts River core, from sediments representing a terrestrially dominated freshwater environment at the bottom of the core to those representing an estuarine environment with a strong freshwater influence at the top. The changes seen at Roberts River could represent a combination of factors including rising sea-level and changes in freshwater supply, but the timing and extent of the changes needs to be determined. The preliminary information on the cores collected in 2004 will be combined with data from cores collected in July 2005. The 2005 cores were collected along transects moving from the inner bays out towards the coast. These transects, combining information from the 2004 and 2005 cores, will allow us to examine long term trends in freshwater supply, sea-level rise, and potentially the impact of storms on the coastal ecosystem.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20051360","usgsCitation":"Wingard, G.L., Cronin, T.M., Holmes, C.W., Willard, D.A., Budet, C.A., and Ortiz, R.E., 2005, Descriptions and preliminary report on sediment cores from the southwest coastal area, Everglades National Park, Florida: U.S. Geological Survey Open-File Report 2005–1360, 26 p., https://doi.org/10.3133/ofr20051360.","productDescription":"26 p.","costCenters":[],"links":[{"id":192847,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2005/1360/coverthb.jpg"},{"id":362624,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.er.usgs.gov/preview/ofr20061271","text":"Open-File Report 2006-1271"},{"id":362545,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2005/1360/ofr20051360.pdf","text":"Report","size":"22.5","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 2005-1360"}],"country":"United States","state":"Florida","otherGeospatial":"Everglades National Park","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.55975341796875,\n 25.841921351954845\n ],\n [\n -81.43890380859375,\n 25.743003105825977\n ],\n [\n -81.34002685546875,\n 25.671235828577043\n ],\n [\n -81.24114990234374,\n 25.527571660479637\n ],\n [\n -81.19445800781249,\n 25.420950798326693\n ],\n [\n -81.2109375,\n 25.346508237892778\n ],\n [\n -81.221923828125,\n 25.272019833438247\n ],\n [\n -81.1285400390625,\n 25.045792240303445\n ],\n [\n -80.92254638671875,\n 25.045792240303445\n ],\n [\n -80.70831298828125,\n 25.093061204816077\n ],\n [\n -80.6341552734375,\n 25.13533901613099\n ],\n [\n -80.606689453125,\n 25.167659235421773\n ],\n [\n -80.61492919921875,\n 25.19500042430748\n ],\n [\n -80.64239501953125,\n 25.232273973019627\n ],\n [\n -80.6781005859375,\n 25.252148528835257\n ],\n [\n -80.72479248046875,\n 25.24221165721282\n ],\n [\n -80.77423095703124,\n 25.301820690255198\n ],\n [\n -80.82092285156249,\n 25.331614221401054\n ],\n [\n -80.86761474609374,\n 25.3688458240828\n ],\n [\n -80.9033203125,\n 25.44575478073712\n ],\n [\n -80.958251953125,\n 25.512700007620513\n ],\n [\n -80.9747314453125,\n 25.55978725072876\n ],\n [\n -81.05438232421874,\n 25.631621577258493\n ],\n [\n -81.134033203125,\n 25.70588750345636\n ],\n [\n -81.199951171875,\n 25.79247254505204\n ],\n [\n -81.27410888671875,\n 25.87158072084242\n ],\n [\n -81.36199951171875,\n 25.916055815010868\n ],\n [\n -81.46636962890625,\n 25.933347157371625\n ],\n [\n -81.5185546875,\n 25.91111496561543\n ],\n [\n -81.55975341796875,\n 25.841921351954845\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

St. Petersburg Coastal and Marine Science Center
U.S. Geological Survey
600 4th Street South
St. Petersburg, FL 33701

","tableOfContents":"","publishedDate":"2005-09-14","noUsgsAuthors":false,"publicationDate":"2005-09-14","publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c957","contributors":{"authors":[{"text":"Wingard, G. Lynn","contributorId":44969,"corporation":false,"usgs":true,"family":"Wingard","given":"G. Lynn","affiliations":[],"preferred":false,"id":286708,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cronin, Thomas M. 0000-0002-2643-0979 tcronin@usgs.gov","orcid":"https://orcid.org/0000-0002-2643-0979","contributorId":2579,"corporation":false,"usgs":true,"family":"Cronin","given":"Thomas","email":"tcronin@usgs.gov","middleInitial":"M.","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true},{"id":40020,"text":"Florence Bascom Geoscience Center","active":true,"usgs":true}],"preferred":true,"id":286705,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Holmes, Charles W.","contributorId":31071,"corporation":false,"usgs":true,"family":"Holmes","given":"Charles","email":"","middleInitial":"W.","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":false,"id":286706,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Willard, Debra A. 0000-0003-4878-0942 dwillard@usgs.gov","orcid":"https://orcid.org/0000-0003-4878-0942","contributorId":2076,"corporation":false,"usgs":true,"family":"Willard","given":"Debra","email":"dwillard@usgs.gov","middleInitial":"A.","affiliations":[{"id":411,"text":"National Climate Change and Wildlife Science Center","active":true,"usgs":true},{"id":24693,"text":"Climate Research and Development","active":true,"usgs":true}],"preferred":true,"id":286704,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Budet, Carlos A.","contributorId":43053,"corporation":false,"usgs":true,"family":"Budet","given":"Carlos","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":286707,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Ortiz, Ruth E.","contributorId":90400,"corporation":false,"usgs":true,"family":"Ortiz","given":"Ruth","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":286709,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":72220,"text":"ofr20051270 - 2005 - Bibliography of ground-water references for all 254 counties in Texas, 1886-2001","interactions":[],"lastModifiedDate":"2017-05-30T13:03:06","indexId":"ofr20051270","displayToPublicDate":"2005-09-13T00:00:00","publicationYear":"2005","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":"2005-1270","title":"Bibliography of ground-water references for all 254 counties in Texas, 1886-2001","docAbstract":"

Preface

This bibliography comprises more than 10,000 citations of ground-water references involving all 254 counties in Texas. The reference citations date from 1886 and extend into 2001. Publications and reports from more than 30 agencies, universities, water districts, geological societies, cities, consultants, and private publication outlets are included in the bibliography. The bibliographic listing is, first, alphabetical by county and, second, chronological by date of the report, from oldest to most recent.

The passing years have seen a proliferation in both published and unpublished reports, and such proliferation continues to expand at an accelerating pace. All 254 counties have had groundwater studies, either cursory or detailed. Investigation and development of the ground-water resources of the State of Texas resulted in reports that appear in a variety of formats, including Federal, State, and local agency reports; scholarly, professional, and trade journals; conference proceedings; guidebooks; maps; and theses and dissertations. The end result for the person seeking ground-water information about specific Texas counties is the increasing difficulty in locating pertinent data among the many and diverse ground-water reports in which the information is recorded. This bibliography, covering a span of 115 years, should have considerable utility in guiding those individuals seeking ground-water information.

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T. Jr.","contributorId":88366,"corporation":false,"usgs":true,"family":"Baker","given":"E.","suffix":"Jr.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":696410,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":72063,"text":"ds132 - 2005 - Induction conductivity and natural gamma logs collected in 15 wells at Camp Stanley Storage Activity, Bexar County, Texas","interactions":[],"lastModifiedDate":"2017-05-30T12:33:26","indexId":"ds132","displayToPublicDate":"2005-09-10T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"132","title":"Induction conductivity and natural gamma logs collected in 15 wells at Camp Stanley Storage Activity, Bexar County, Texas","docAbstract":"

The U.S. Geological Survey, in cooperation with the Camp Stanley Storage Activity conducted electromagnetic induction conductivity and natural gamma logging of 15 selected wells on the Camp Stanley Storage Activity, located in northern Bexar County, Texas, during March 28–30, 2005. In late 2004, a helicopter electromagnetic survey was flown of the Camp Stanley Storage Activity as part of a U.S. Geological Survey project to better define subsurface geologic units, the structure, and the catchment area of the Trinity aquifer. The electromagnetic induction conductivity and natural gamma log data in this report were collected to constrain the calculation of resistivity depth sections and to provide subsurface controls for interpretation of the helicopter electromagnetic data collected for the Camp Stanley Storage Activity.

Logs were recorded digitally while moving the probe in an upward direction to maintain proper depth control. Logging speed was no greater than 30 feet per minute. During logging, a repeat section of at least 100 feet was recorded to check repeatability of log responses.

Several of the wells logged were completed with polyvinyl chloride casing that can be penetrated by electromagnetic induction fields and allows conductivity measurement. However, some wells were constructed with steel centralizers and stainless steel screen that caused spikes on both conductivity and resulting resistivity log curves. These responses are easily recognizable and appear at regular intervals on several logs.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds132","collaboration":"Prepared in cooperation with the U.S. Army, Camp Stanley Storage Activity","usgsCitation":"Stanton, G.P., 2005, Induction conductivity and natural gamma logs collected in 15 wells at Camp Stanley Storage Activity, Bexar County, Texas: U.S. Geological Survey Data Series 132, HTML Document; Report: iii, 5 p.; 3 appendices online, https://doi.org/10.3133/ds132.","productDescription":"HTML Document; Report: iii, 5 p.; 3 appendices online","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":7579,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/2005/132/","linkFileType":{"id":5,"text":"html"}},{"id":191193,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":341843,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ds/2005/132/pdf/ds132.pdf","text":"Report","size":"149 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Bexar County","otherGeospatial":"Camp Stanley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.59766006469727,\n 29.73710395177407\n ],\n [\n -98.61310958862305,\n 29.73665678465932\n ],\n [\n -98.62907409667969,\n 29.73710395177407\n ],\n [\n -98.64091873168945,\n 29.736209615550997\n ],\n [\n -98.64452362060547,\n 29.731886878060017\n ],\n [\n -98.64486694335938,\n 29.71489224272776\n ],\n [\n -98.64349365234374,\n 29.693719462187833\n ],\n [\n -98.6410903930664,\n 29.675748919247365\n ],\n [\n -98.63456726074217,\n 29.667321790750705\n ],\n [\n -98.62812995910645,\n 29.66515896249353\n ],\n [\n -98.61568450927734,\n 29.67172188399306\n ],\n [\n -98.60589981079102,\n 29.681416325269563\n ],\n [\n -98.59645843505858,\n 29.69908763171158\n ],\n [\n -98.59336853027344,\n 29.72115375899275\n ],\n [\n -98.59302520751953,\n 29.731588751366708\n ],\n [\n -98.59766006469727,\n 29.73710395177407\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49c0e4b07f02db5d2727","contributors":{"authors":[{"text":"Stanton, Gregory P. 0000-0001-8622-0933 gstanton@usgs.gov","orcid":"https://orcid.org/0000-0001-8622-0933","contributorId":1583,"corporation":false,"usgs":true,"family":"Stanton","given":"Gregory","email":"gstanton@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":285061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":72065,"text":"ofr20051295 - 2005 - Calculation of streamflow statistics for Ontario and the Great Lakes states","interactions":[],"lastModifiedDate":"2017-01-20T15:49:27","indexId":"ofr20051295","displayToPublicDate":"2005-09-10T00:00:00","publicationYear":"2005","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":"2005-1295","title":"Calculation of streamflow statistics for Ontario and the Great Lakes states","docAbstract":"

Basic, flow-duration, and n-day frequency statistics were calculated for 779 current and historical streamflow gages in Ontario and 3,157 streamflow gages in the Great Lakes states with length-of-record daily mean streamflow data ending on December 31, 2000 and September 30, 2001, respectively. The statistics were determined using the U.S. Geological Survey’s SWSTAT and IOWDM, ANNIE, and LIBANNE software and Linux shell and PERL programming that enabled the mass processing of the data and calculation of the statistics. Verification exercises were performed to assess the accuracy of the processing and calculations. The statistics and descriptions, longitudes and latitudes, and drainage areas for each of the streamflow gages are summarized in ASCII text files and ESRI shapefiles.

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Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"125","title":"Water-level altitudes in wells completed in the northern segment of the Edwards Aquifer, Travis, Williamson, and Bell Counties, Texas, March-June 2005","docAbstract":"During March-June 2005, the U.S. Geological Survey, in cooperation with the Texas Commission on Environmental Quality (TCEQ), measured water levels in 80 Edwards aquifer wells in the outcrop of the northern segment of the aquifer in Travis, Williamson, and Bell Counties. Public-supply and private wells were selected in areas where outcrop water-level data were sparse. The altitude data can be used in the TCEQ Source Water Assessment and Protection program to help delineate zones of capture around sources of public water supply. Altitudes range from about 490 to about 935 feet above North American Vertical Datum of 1988.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds125","collaboration":"Prepared in cooperation with the Texas Commission on Environmental Quality ","usgsCitation":"Shah, S., 2005, Water-level altitudes in wells completed in the northern segment of the Edwards Aquifer, Travis, Williamson, and Bell Counties, Texas, March-June 2005: U.S. Geological Survey Data Series 125, iii, 6 p., https://doi.org/10.3133/ds125.","productDescription":"iii, 6 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":192891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7598,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/2005/125/","linkFileType":{"id":5,"text":"html"}},{"id":341837,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ds/2005/125/pdf/ds125.pdf","text":"Report","size":"6.13 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Bell County, Travis County, Williamson County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.4102783203125,\n 30.982318643027536\n ],\n [\n -97.503662109375,\n 30.998800236414823\n ],\n [\n -97.6190185546875,\n 31.003508740016283\n ],\n [\n -97.76184082031249,\n 30.93050081760779\n ],\n [\n -97.84149169921875,\n 30.890440525562102\n ],\n [\n -97.91015624999999,\n 30.803192546290973\n ],\n [\n -97.92388916015625,\n 30.682801890953776\n ],\n [\n -97.9595947265625,\n 30.619004797647808\n ],\n [\n -97.96234130859375,\n 30.53151083364524\n ],\n [\n -97.9156494140625,\n 30.479449996609706\n ],\n [\n -97.87445068359375,\n 30.413150465068853\n ],\n [\n -97.84698486328125,\n 30.299389313522617\n ],\n [\n -97.83050537109375,\n 30.20448740114747\n ],\n [\n -97.76184082031249,\n 30.1380015549519\n ],\n [\n -97.6409912109375,\n 30.142752031075393\n ],\n [\n -97.57232666015625,\n 30.230594564932193\n ],\n [\n -97.40478515625,\n 30.417887641071157\n ],\n [\n -97.33612060546875,\n 30.569355748003844\n ],\n [\n -97.32513427734374,\n 30.69697330439986\n ],\n [\n -97.3388671875,\n 30.822063696500948\n ],\n [\n -97.4102783203125,\n 30.982318643027536\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e783d","contributors":{"authors":[{"text":"Shah, Sachin D.","contributorId":60174,"corporation":false,"usgs":true,"family":"Shah","given":"Sachin D.","affiliations":[],"preferred":false,"id":285062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":71921,"text":"sir20055152 - 2005 - An assessment of optical properties of dissolved organic material as quantitative source indicators in the Santa Ana River basin, Southern California","interactions":[],"lastModifiedDate":"2012-02-02T00:13:55","indexId":"sir20055152","displayToPublicDate":"2005-09-07T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5152","title":"An assessment of optical properties of dissolved organic material as quantitative source indicators in the Santa Ana River basin, Southern California","docAbstract":"The ability to rapidly, reliably, and inexpensively characterize sources of dissolved organic material (DOM) in watersheds would allow water management agencies to more quickly identify problems in water sources, and to more efficiently allocate water resources by, for example, permitting real-time identification of high-quality water suitable for ground-water recharge, or poor-quality water in need of mitigation. This study examined the feasibility of using easily measurable intrinsic optical properties' absorbance and fluorescence spectra, as quantitative indicators of DOM sources and, thus, a predictor of water quality. The study focused on the Santa Ana River Basin, in southern California, USA, which comprises an area of dense urban development and an area of intense dairy production. Base flow in the Santa Ana Basin is primarily tertiary treated wastewater discharge. Available hydrologic data indicate that urban and agricultural runoff degrades water quality during storm events by introducing pathogens, nutrients, and other contaminants, including significant amounts of DOM. These conditions provide the basis for evaluating the use of DOM optical properties as a tracer of DOM from different sources.\r\n\r\nSample spectra representing four principal DOM sources were identified among all samples collected in 1999 on the basis of basin hydrology, and the distribution of spectral variability within all the sample data. A linear mixing model provided quantitative estimates of relative endmember contribution to sample spectra for monthly, storm, and diurnal samples. The spectral properties of the four sources (endmembers), Pristine Water, Wastewater, Urban Water, and Dairy Water, accounted for 94 percent of the variability in optical properties observed in the study, suggesting that all important DOM sources were represented. The scale and distribution of the residual spectra, that not explained by the endmembers, suggested that the endmember spectra selected did not adequately represent Urban Water base flow. However, model assignments of sources generally agreed well with those expected, based on sampling location and hydrology. The results suggest that with a fuller characterization of the endmember spectra, analysis of optical properties will provide rapid quantitative estimates of the relative contribution of DOM sources in the Santa Ana Basin.","language":"ENGLISH","doi":"10.3133/sir20055152","usgsCitation":"Bergamaschi, B., Kalve, E., Guenther, L., Mendez, G.O., and Belitz, K., 2005, An assessment of optical properties of dissolved organic material as quantitative source indicators in the Santa Ana River basin, Southern California (Online only): U.S. Geological Survey Scientific Investigations Report 2005-5152, 46 p., https://doi.org/10.3133/sir20055152.","productDescription":"46 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":191064,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7439,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5152/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684dab","contributors":{"authors":[{"text":"Bergamaschi, Brian A. 0000-0002-9610-5581","orcid":"https://orcid.org/0000-0002-9610-5581","contributorId":73241,"corporation":false,"usgs":true,"family":"Bergamaschi","given":"Brian A.","affiliations":[],"preferred":false,"id":284897,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kalve, Erica","contributorId":40479,"corporation":false,"usgs":true,"family":"Kalve","given":"Erica","email":"","affiliations":[],"preferred":false,"id":284896,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Guenther, Larry","contributorId":101946,"corporation":false,"usgs":true,"family":"Guenther","given":"Larry","email":"","affiliations":[],"preferred":false,"id":284898,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mendez, Gregory O. 0000-0002-9955-3726 gomendez@usgs.gov","orcid":"https://orcid.org/0000-0002-9955-3726","contributorId":1489,"corporation":false,"usgs":true,"family":"Mendez","given":"Gregory","email":"gomendez@usgs.gov","middleInitial":"O.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":false,"id":284895,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Belitz, Kenneth 0000-0003-4481-2345 kbelitz@usgs.gov","orcid":"https://orcid.org/0000-0003-4481-2345","contributorId":442,"corporation":false,"usgs":true,"family":"Belitz","given":"Kenneth","email":"kbelitz@usgs.gov","affiliations":[{"id":503,"text":"Office of Water Quality","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":27111,"text":"National Water Quality Program","active":true,"usgs":true},{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":284894,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":71902,"text":"ofr20051296 - 2005 - Evidence of cold climate slope processes from the New Jersey Coastal Plain: Debris flow stratigraphy at Haines Corner, Camden County, New Jersey","interactions":[],"lastModifiedDate":"2022-06-29T18:43:53.003017","indexId":"ofr20051296","displayToPublicDate":"2005-09-06T00:00:00","publicationYear":"2005","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":"2005-1296","title":"Evidence of cold climate slope processes from the New Jersey Coastal Plain: Debris flow stratigraphy at Haines Corner, Camden County, New Jersey","docAbstract":"

Excavations through surficial deposits across the New Jersey Coastal Plain commonly reveal homogenized surficial sediments, deformed sedimentary structures, chaotically rearranged bed-forms, and wedge-shaped cracks filled with sand from the top-most layers of extant soil profiles. As a whole, these abundant, broadly distributed phenomena are best explained as artifacts of an era of frozen ground during the last Pleistocene glacial maximum. Vigorous freeze-thaw processes and abundant seasonal rainfall created a landscape of low relief covered by highly mobile surficial deposits. The surficial deposits are at grade into broad, flat bottomed valleys now drained by small, tightly meandering, under-fit streams. Modern fluvial, aeolian, and slope processes are ineffectual in either creating or modifying these landscapes.

One particularly brief exposure of complex slope deposits was documented at Haines Corner, Camden County, during the field work (1986) for the Surficial Geologic Map of southern and central New Jersey. The exposure, now presented and interpreted here, provides previously unavailable details of a system of freeze-thaw driven processes that unfolded upon a frozen, impermeable substrate 80 miles south of the southern margin of the Wisconsinan glacial advance to Long Island, N.Y. At the time of these extreme processes, the presently sub-aerial New Jersey Coastal Plain was not proximal to moderating effects of the Atlantic Ocean, being about 100 miles inland and 300 feet above the lowered sea level. Current studies of analogous deposits across the mid-Atlantic Coastal Plain now benefit from dating techniques that were not available during the geologic mapping field work (1985-'92). During the mapping in New Jersey, hundreds of exposures failed to produce datable carbon remains within the stratigraphy of the surficial deposits. Recently reported TL dates from wind-blown sand filling frost wedges, exposed elsewhere in New Jersey, indicate that the widely distributed surficial deposits of the New Jersey Coastal Plain were active during the maximum cold period of the late Pleistocene (around 18,000 years ago).

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051296","usgsCitation":"Newell, W., 2005, Evidence of cold climate slope processes from the New Jersey Coastal Plain: Debris flow stratigraphy at Haines Corner, Camden County, New Jersey (Version 1.0): U.S. Geological Survey Open-File Report 2005-1296, HTML Document, https://doi.org/10.3133/ofr20051296.","productDescription":"HTML Document","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":193202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":402705,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_73634.htm","linkFileType":{"id":5,"text":"html"}},{"id":7435,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1296/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Jersey","county":"Camden County","otherGeospatial":"Haines Corner","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.9547,\n 39.8625\n ],\n [\n -74.9333,\n 39.8625\n ],\n [\n -74.9333,\n 39.8742\n ],\n [\n -74.9547,\n 39.8742\n ],\n [\n -74.9547,\n 39.8625\n ]\n ]\n ]\n }\n }\n ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f99cf","contributors":{"authors":[{"text":"Newell, Wayne L.","contributorId":48538,"corporation":false,"usgs":true,"family":"Newell","given":"Wayne L.","affiliations":[],"preferred":false,"id":284877,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":71836,"text":"sir20055111 - 2005 - Nutrients, organic compounds, and mercury in the Meduxnekeag River watershed, Maine, 2003","interactions":[],"lastModifiedDate":"2012-02-02T00:14:03","indexId":"sir20055111","displayToPublicDate":"2005-09-05T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5111","title":"Nutrients, organic compounds, and mercury in the Meduxnekeag River watershed, Maine, 2003","docAbstract":"In 2003, the U.S. Geological Survey, in cooperation with the Houlton Band of Maliseet Indians, sampled streambed sediments and surface water of the Meduxnekeag River watershed in northeastern Maine under various hydrologic conditions for nutrients, hydrophobic organic compounds, and mercury. Nutrients were sampled to address concerns related to summer algal blooms, and organic compounds and mercury were sampled to address concerns about regional depositional patterns and overall watershed quality. In most surface-water samples, phosphorus was not detected or was detected at concentrations below the minimum reporting limit. Nitrate and organic nitrogen were detected in every surface-water sample for which they were analyzed; the highest concentration of total nitrogen was 0.75 milligrams per liter during low flow. Instantaneous nitrogen loads and yields were calculated at four stations for two sampling events. These data indicate that the part of the watershed that includes Houlton, its wastewater-treatment plant, and four small urban brooks may have contributed high concentrations of nitrate to Meduxnekeag River during the high flows on April 23-24 and high concentrations of both organic and nitrate nitrogen on June 2-3. Mercury was detected in all three bed-sediment samples for which it was analyzed; concentrations were similar to those reported from regional studies. Notable organic compounds detected in bed sediments included p,p'-DDE and p,p'-DDT (pesticides of the DDT family) and several polycyclic aromatic hydrocarbons. Polychlorinated biphenyls (PCBs) and phthalates were not detected in any sample, whereas p-cresol was the only phenolic compound detected. Phosphorus was detected at concentrations below 700 milligrams per kilogram in each bed-sediment sample for which it was analyzed. Data were insufficient to establish whether the lack of large algal blooms in 2003 was related to low concentrations of phosphorus.","language":"ENGLISH","doi":"10.3133/sir20055111","usgsCitation":"Schalk, C.W., and Tornes, L., 2005, Nutrients, organic compounds, and mercury in the Meduxnekeag River watershed, Maine, 2003: U.S. Geological Survey Scientific Investigations Report 2005-5111, 39 p., https://doi.org/10.3133/sir20055111.","productDescription":"39 p.","costCenters":[],"links":[{"id":192881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6649,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5111/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966e6","contributors":{"authors":[{"text":"Schalk, Charles W. cwschalk@usgs.gov","contributorId":1726,"corporation":false,"usgs":true,"family":"Schalk","given":"Charles","email":"cwschalk@usgs.gov","middleInitial":"W.","affiliations":[{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true}],"preferred":true,"id":284824,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tornes, Lan","contributorId":70867,"corporation":false,"usgs":true,"family":"Tornes","given":"Lan","email":"","affiliations":[],"preferred":false,"id":284825,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":71130,"text":"sir20055156 - 2005 - Environmental setting, water budget, and stream assessment for the Broad Run watershed, Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-10T10:37:28","indexId":"sir20055156","displayToPublicDate":"2005-09-01T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5156","title":"Environmental setting, water budget, and stream assessment for the Broad Run watershed, Chester County, Pennsylvania","docAbstract":"The Broad Run watershed lies almost entirely in West Bradford Township, Chester County, Pa., and drains 7.08 square miles to the West Branch Brandywine Creek. Because of the potential effect of encroaching development and other stresses on the Broad Run watershed, West Bradford Township, the Chester County Water Resources Authority, and the Chester County Health Department entered into a cooperative study with the U.S. Geological Survey to complete an annual water budget and stream assessment of overall conditions. The annual water budget quantified the basic parameters of the hydrologic cycle for the climatic conditions present from April 1, 2003, to March 31, 2004. These water-budget data identified immediate needs and (or) deficits that were present within the hydrologic cycle during that period, if present; however, an annual water budget encompassing a single year does not identify long-term trends. The stream assessment was conducted in two parts and assessed the overall condition of the watershed, an overall assessment of the fluvial-geomorphic conditions within the watershed and an overall assessment of the stream-quality conditions. The data collected will document present (2004) conditions and identify potential vulnerabilities to future disturbances. \r\n\r\nFor the annual period from April 1, 2003, to March 31, 2004, determination of an annual water budget indicated that of the 67.8 inches of precipitation that fell on the Broad Run watershed, 38.8 inches drained by way of streamflow to the West Branch Brandywine Creek. Of this 38.8 inches of streamflow, local-minimum hydrograph separation techniques determined that 7.30 inches originated from direct runoff and 31.5 inches originated from base flow. The remaining precipitation went into ground-water storage (1.71 inches) and was lost to evapotranspiration (27.3 inches). Ground-water recharge for this period-35.2 inches-was based on these values and an estimated ground-water evapotranspiration rate of 2 inches. \r\n\r\nAssessment of fluvial-geomorphic conditions included large-scale mapping of stream classes within the Broad Run watershed and in-depth study of three representative stream reaches also within the Broad Run watershed. Based on the total distance of all stream reaches classified within the Broad Run watershed, 61 percent were classified as C-class, 14 percent as E-class, 13 percent as B-class, 5 percent as F-class, 4 percent as undifferentiated B- and F-class, 2 percent as G-class, and less than 1 percent as A-class. The map of stream classes indicates that the Broad Run watershed currently has no large-scale areas of stream impairment and that, generally, the stream is not entrenched and the main branch of the Broad Run has an available, functioning flood plain. Smaller tributary streams, however, showed signs of localized entrenchment due to site-specific influences such as natural stream-channel evolution, localized channelization, localized contraction due to road and driveway crossings, and (or) increased localized runoff. For example, one small reach along a tributary channel was observed to become entrenched due to runoff originating from a new housing development. Entrenched stream reaches are merely located by large-scale mapping and require individual assessment to determine potential causes of entrenchment and (or) future restorative actions. Three in-depth geomorphic study sites showed that the Broad Run can currently be considered graded or in a state of dynamic equilibrium. The sites did, however, identify certain vulnerabilities to future changes within the watershed. These vulnerabilities included disruption of the present sediment supply, including both increases and (or) reductions in the current sediment loads within the Broad Run; increases in both magnitude and duration of storm-water runoff; encroachment of development onto present flood-plain areas, and (or) alterations to riparian zones. \r\n\r\nAssessment of stream-quality conditions includ","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20055156","usgsCitation":"Cinotto, P.J., Reif, A.G., and Olson, L.E., 2005, Environmental setting, water budget, and stream assessment for the Broad Run watershed, Chester County, Pennsylvania: U.S. Geological Survey Scientific Investigations Report 2005-5156, 67 p., https://doi.org/10.3133/sir20055156.","productDescription":"67 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":186018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6864,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5156/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76.25,39 ], [ -76.25,40 ], [ -76.08333333333333,40 ], [ -76.08333333333333,39 ], [ -76.25,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db69184b","contributors":{"authors":[{"text":"Cinotto, Peter J. pcinotto@usgs.gov","contributorId":451,"corporation":false,"usgs":true,"family":"Cinotto","given":"Peter","email":"pcinotto@usgs.gov","middleInitial":"J.","affiliations":[{"id":354,"text":"Kentucky Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283696,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reif, Andrew G. 0000-0002-5054-5207 agreif@usgs.gov","orcid":"https://orcid.org/0000-0002-5054-5207","contributorId":2632,"corporation":false,"usgs":true,"family":"Reif","given":"Andrew","email":"agreif@usgs.gov","middleInitial":"G.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283698,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olson, Leif E. leolson@usgs.gov","contributorId":2108,"corporation":false,"usgs":true,"family":"Olson","given":"Leif","email":"leolson@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":283697,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":71125,"text":"sir20055044 - 2005 - Historical and simulated changes in channel characteristics of the Kalamazoo River, Plainwell to Otsego, Michigan","interactions":[],"lastModifiedDate":"2025-08-11T15:20:03.394427","indexId":"sir20055044","displayToPublicDate":"2005-09-01T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5044","title":"Historical and simulated changes in channel characteristics of the Kalamazoo River, Plainwell to Otsego, Michigan","docAbstract":"

In a study to understand the historical effects of the construction and decommissioning of dams on the Kalamazoo River, Plainwell to Otsego, Michigan, and to simulate channel changes that may result if the dams were removed, early to mid-1800s General Land Office surveys and aerial photographs from 1938, 1981, and 1999 were compared in order to identify historical changes in the river’s planform. This analysis of the 80-mile reach from Morrow Dam to the river mouth at Saugatuck provided insight into how susceptible the river has been to channel migration. The comparison showed that changes in channel width and location were caused mainly by construction of dams and subsequent water-level adjustments in the impounded reaches upstream from the dams. Braiding also occurred downstream from one of the dams. Minor changes in channel form that were not caused by the dams, such as the development and cutoff of meander bends, were observed.

A more detailed study in a 5-mile reach passing through the Plainwell and Otsego City Dams included compiling existing valley cross section and longitudinal profile data into a database, assessing bank stability, and using a hydrologic model to simulate the channel as if the dams were removed. Fifty-four valley cross sections compiled from United States Geological Survey and consultant data sets were used as a base for a bank-stability assessment and to design a hypothetical stable channel without the two dams. The channel design involved adjusting the slope, hydraulic geometry, and floodplain width to ensure that water could be transferred through the reach without increasing flooding or erosion problems.

The bank-stability assessment focused on conditions that are critical to failure. This was accomplished through the use of a two step process. The first involved evaluating the sediment removed from the bank toe when the stage is high. The second involved calculating the factor of safety for the bank based on the water table being elevated higher than the stage, mimicing a bank storage effect. Using these paired proccesses, two scenarios of critical conditions were evaluated: dams present and dams removed.

Results of the bank assessments showed that, under both critical-condition scenarios, the streambanks were more susceptible to toe erosion than to block failure. As toe erosion progresses, the banks will eventually collapse as supporting material underneath is removed. Toe erosion for the damsremoved scenario resulted in higher amounts of erosion than for the dams-present scenario, leading to an overall decrease in bank stability. Effects of vegetation on the bank stability were variable; stability for some banks increase if vegetation was present but remain the same for other banks.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055044","collaboration":"In collaboration with the U.S. Environmental Protection Agency, Region V, and the Michigan Department of Environmental Quality","usgsCitation":"Rachol, C.M., Fitzpatrick, F.A., and Rossi, T., 2005, Historical and simulated changes in channel characteristics of the Kalamazoo River, Plainwell to Otsego, Michigan: U.S. Geological Survey Scientific Investigations Report 2005-5044, v, 59 p., https://doi.org/10.3133/sir20055044.","productDescription":"v, 59 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":6824,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5044/","linkFileType":{"id":5,"text":"html"}},{"id":333692,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"100000","country":"United States","state":"Michigan","otherGeospatial":"Kalamazoo River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -85.80305099487305,\n 42.41750054254848\n ],\n [\n -85.80305099487305,\n 42.516397696429856\n ],\n [\n -85.62623977661133,\n 42.516397696429856\n ],\n [\n -85.62623977661133,\n 42.41750054254848\n ],\n [\n -85.80305099487305,\n 42.41750054254848\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62eb0d","contributors":{"authors":[{"text":"Rachol, Cynthia M. 0000-0001-9984-3435 crachol@usgs.gov","orcid":"https://orcid.org/0000-0001-9984-3435","contributorId":3488,"corporation":false,"usgs":true,"family":"Rachol","given":"Cynthia","email":"crachol@usgs.gov","middleInitial":"M.","affiliations":[{"id":423,"text":"National Geospatial Program","active":true,"usgs":true}],"preferred":true,"id":283689,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fitzpatrick, Faith A. fafitzpa@usgs.gov","contributorId":1182,"corporation":false,"usgs":true,"family":"Fitzpatrick","given":"Faith","email":"fafitzpa@usgs.gov","middleInitial":"A.","affiliations":[{"id":476,"text":"North Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":283690,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rossi, Tiffiny","contributorId":96366,"corporation":false,"usgs":true,"family":"Rossi","given":"Tiffiny","affiliations":[],"preferred":false,"id":283691,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":71106,"text":"wdrGA041 - 2005 - Water resources data, Georgia, 2004: Volume 1: Continuous water-level, streamflow, water-quality, and periodic water-quality data, water year 2004","interactions":[],"lastModifiedDate":"2017-01-18T13:45:16","indexId":"wdrGA041","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-04-1","title":"Water resources data, Georgia, 2004: Volume 1: Continuous water-level, streamflow, water-quality, and periodic water-quality data, water year 2004","language":"ENGLISH","doi":"10.3133/wdrGA041","usgsCitation":"Gotvald, A.J., Fisher, J.T., Oberst, C.E., Calhoun, D.L., McCallum, B.E., and Alhadeff, D.V., 2005, Water resources data, Georgia, 2004: Volume 1: Continuous water-level, streamflow, water-quality, and periodic water-quality data, water year 2004: U.S. Geological Survey Water Data Report GA-04-1, 2255 p., https://doi.org/10.3133/wdrGA041.","productDescription":"2255 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bemccall@usgs.gov","orcid":"https://orcid.org/0000-0002-8935-0343","contributorId":1591,"corporation":false,"usgs":true,"family":"McCallum","given":"Brian","email":"bemccall@usgs.gov","middleInitial":"E.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283637,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Alhadeff, Daniel V.","contributorId":67177,"corporation":false,"usgs":true,"family":"Alhadeff","given":"Daniel","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":283639,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":71121,"text":"sir20055181 - 2005 - Hydrologic conditions and lake-level fluctuations at Long Lost Lake, 1939-2004, White Earth Indian Reservation, Clearwater County, Minnesota","interactions":[],"lastModifiedDate":"2016-04-04T08:17:30","indexId":"sir20055181","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5181","title":"Hydrologic conditions and lake-level fluctuations at Long Lost Lake, 1939-2004, White Earth Indian Reservation, Clearwater County, Minnesota","docAbstract":"

Long Lost Lake, a closed-basin lake in Clearwater County, Minnesota, has had a substantial rise in lake level since 1990. The increased level and surface area of the lake has led to the inundation of nearby homes and roads. The U.S. Geological Survey, in cooperation with the White Earth Band of Chippewa Indians, conducted a study to document the historical lake-level fluctuations, to investigate reasons for hydrologic change, and to develop a general understanding of the hydrology of lakes that have had rapid changes in lake level.

\n

Lake levels were recorded continuously from August 2003 through December 2004. The purpose was to establish a temporal, detailed record of lake levels and to connect this record to precipitation and ground-water-level data. A long-term record is critical to understanding the relation between surface water and ground water. This is especially true for closed-basin lakes. Between August 2003 and December 2004, the lake level generally declined. The highest lake altitude was 492.58 meters above NAVD 88 on August 5, 2003, and the low of 492.11 meters above NAVD 88 occurred on August 29, 2004.

\n

Results of water-level measurements in 5 observation wells and 14 wetlands and ponds show that the water-table level is substantially higher on the north side of the lake than the lake level, providing the head pressure necessary for ground-water discharge into Long Lost Lake. In contrast, on the south and east sides of the lake, water-table levels are similar to the lake level. This indicates a general north-northwest to south-southeast ground-water flow direction. Results of a synoptic survey of lake temperature and other measurements supported the direction of water inflow and outflow.

\n

Aerial photography and a geographic information system were used to construct a historical lake record from 1939 to 2001. Lake-level increases match similar increases in precipitation, indicating a strong link between the two. Results show that lake-level increases in Long Lost Lake appear to primarily be due to natural rather than anthropogenic effects.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055181","collaboration":"Prepared in cooperation with the White Earth Band of Chippewa Indians","usgsCitation":"Christensen, V.G., and Bergman, A.L., 2005, Hydrologic conditions and lake-level fluctuations at Long Lost Lake, 1939-2004, White Earth Indian Reservation, Clearwater County, Minnesota: U.S. Geological Survey Scientific Investigations Report 2005-5181, v, 18 p., https://doi.org/10.3133/sir20055181.","productDescription":"v, 18 p.","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":319745,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir20055181.JPG"},{"id":6822,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5181/","linkFileType":{"id":5,"text":"html"}}],"scale":"100000","country":"United States","state":"Minnesota","otherGeospatial":"Long Lost Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.41128158569335,\n 47.21572047609892\n ],\n [\n -95.40836334228516,\n 47.21676985912015\n ],\n [\n -95.40647506713867,\n 47.219451521380755\n ],\n [\n -95.40184020996094,\n 47.2186353776589\n ],\n [\n -95.39857864379883,\n 47.216886455951716\n ],\n [\n -95.39634704589844,\n 47.21233898953997\n ],\n [\n -95.39480209350586,\n 47.20697480997098\n ],\n [\n -95.3858757019043,\n 47.202776377962714\n ],\n [\n -95.38055419921875,\n 47.199627335893815\n ],\n [\n -95.37677764892577,\n 47.1981110637904\n ],\n [\n -95.36630630493164,\n 47.195894895848376\n ],\n [\n -95.36767959594727,\n 47.19204554206408\n ],\n [\n -95.37179946899414,\n 47.19076236208704\n ],\n [\n -95.37300109863281,\n 47.183995990963375\n ],\n [\n -95.37351608276367,\n 47.17874562604236\n ],\n [\n -95.37952423095703,\n 47.1703439621658\n ],\n [\n -95.38209915161133,\n 47.16567579675341\n ],\n [\n -95.39119720458984,\n 47.16474211443864\n ],\n [\n -95.39840698242188,\n 47.158556054598705\n ],\n [\n -95.40939331054688,\n 47.15178557877874\n ],\n [\n -95.4136848449707,\n 47.14513099485615\n ],\n [\n -95.4227828979492,\n 47.142445575952316\n ],\n [\n -95.42673110961913,\n 47.14489748555398\n ],\n [\n -95.42673110961913,\n 47.15260275094301\n ],\n [\n -95.42535781860352,\n 47.15692188079374\n ],\n [\n -95.42587280273438,\n 47.165092247229836\n ],\n [\n -95.42913436889648,\n 47.16836004199517\n ],\n [\n -95.43617248535156,\n 47.17162763572931\n ],\n [\n -95.44029235839844,\n 47.17874562604236\n ],\n [\n -95.44286727905272,\n 47.183062630703596\n ],\n [\n -95.44544219970703,\n 47.188895863101216\n ],\n [\n -95.44818878173828,\n 47.197294591633096\n ],\n [\n -95.44836044311523,\n 47.20056040488173\n ],\n [\n -95.44870376586914,\n 47.20440914100589\n ],\n [\n -95.44921875,\n 47.21012341591655\n ],\n [\n -95.44973373413086,\n 47.21467107231053\n ],\n [\n -95.4466438293457,\n 47.2186353776589\n ],\n [\n -95.43943405151367,\n 47.221783291362975\n ],\n [\n -95.43033599853514,\n 47.22201646272081\n ],\n [\n -95.42638778686523,\n 47.22096718353454\n ],\n [\n -95.42192459106445,\n 47.22038424167995\n ],\n [\n -95.41814804077148,\n 47.21816900417739\n ],\n [\n -95.41128158569335,\n 47.21572047609892\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611544","contributors":{"authors":[{"text":"Christensen, Victoria G. 0000-0003-4166-7461 vglenn@usgs.gov","orcid":"https://orcid.org/0000-0003-4166-7461","contributorId":2354,"corporation":false,"usgs":true,"family":"Christensen","given":"Victoria","email":"vglenn@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, Andrea L.","contributorId":10683,"corporation":false,"usgs":true,"family":"Bergman","given":"Andrea","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":283686,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":71118,"text":"sir20055113 - 2005 - Water budgets for selected watersheds in the Delaware River basin, eastern Pennsylvania and western New Jersey","interactions":[],"lastModifiedDate":"2017-06-09T10:22:52","indexId":"sir20055113","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5113","title":"Water budgets for selected watersheds in the Delaware River basin, eastern Pennsylvania and western New Jersey","docAbstract":"This pilot study, done by the U.S. Geological Survey in cooperation with the Delaware River Basin Commission, developed annual water budgets using available data for five watersheds in the Delaware River Basin with different degrees of urbanization and different geological settings. A basin water budget and a water-use budget were developed for each watershed. The basin water budget describes inputs to the watershed (precipitation and imported water), outputs of water from the watershed (streamflow, exported water, leakage, consumed water, and evapotranspiration), and changes in ground-water and surface-water storage. The water-use budget describes water withdrawals in the watershed (ground-water and surface-water withdrawals), discharges of water in the watershed (discharge to surface water and ground water), and movement of water of water into and out of the watershed (imports, exports, and consumed water). The water-budget equations developed for this study can be applied to any watershed in the Delaware River Basin. Data used to develop the water budgets were obtained from available long-term meteorological and hydrological data-collection stations and from water-use data collected by regulatory agencies. In the Coastal Plain watersheds, net ground-water loss from unconfined to confined aquifers was determined by using ground-water-flow-model simulations. Error in the water-budget terms is caused by missing data, poor or incomplete measurements, overestimated or underestimated quantities, measurement or reporting errors, and the use of point measurements, such as precipitation and water levels, to estimate an areal quantity, particularly if the watershed is hydrologically or geologically complex or the data-collection station is outside the watershed. The complexity of the water budgets increases with increasing watershed urbanization and interbasin transfer of water. In the Wissahickon Creek watershed, for example, some ground water is discharged to streams in the watershed, some is exported as wastewater, and some is exported for public supply. In addition, ground water withdrawn outside the watershed is imported for public supply or imported as wastewater for treatment and discharge in the watershed. A GIS analysis was necessary to quantify many of the water-budget components. \r\n\r\nThe 89.9-square mile East Branch Brandywine Creek watershed in Pennsylvania is a rural watershed with reservoir storage that is underlain by fractured rock. Water budgets were developed for 1977-2001. Average annual precipitation, streamflow, and evapotranspiration were 46.89, 21.58, and 25.88 inches, respectively. Some water was imported (average of 0.68 inches) into the watershed for public-water supply and as wastewater for treatment and discharge; these imports resulted in a net gain of water to the watershed. More water was discharged to East Branch Brandywine Creek than was withdrawn from it; the net discharge resulted in an increase in streamflow. Most ground water was withdrawn (average of 0.25 inches) for public-water supply. Surface water was withdrawn (average of 0.58 inches) for public-water and industrial supply. Discharge of water by sewage-treatment plants and industries (average of 1.22 inches) and regulation by Marsh Creek Reservoir caused base flow to appear an average of 7.2 percent higher than it would have been without these additional sources. On average, 67 percent of the difference was caused by sewage-treatment-plant and industrial discharges, and 33 percent was caused by regulation of the Marsh Creek Reservoir. Water imports, withdrawals, and discharges have been increasing as the watershed becomes increasingly urbanized. \r\n\r\nThe 64-square mile Wissahickon Creek watershed in Pennsylvania is an urban watershed underlain by fractured rock. Water budgets were developed for 1987-98. Average annual precipitation, streamflow, and evapotranspiration were 47.23, 22.24, and 23.12 inches, respectively. The watershed is highly u","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20055113","usgsCitation":"Sloto, R.A., and Buxton, D.E., 2005, Water budgets for selected watersheds in the Delaware River basin, eastern Pennsylvania and western New Jersey: U.S. Geological Survey Scientific Investigations Report 2005-5113, 45 p., https://doi.org/10.3133/sir20055113.","productDescription":"45 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6821,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5113/","linkFileType":{"id":5,"text":"html"}},{"id":192649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Pennsylvania","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -77,38.833333333333336 ], [ -77,42.833333333333336 ], [ -74,42.833333333333336 ], [ -74,38.833333333333336 ], [ -77,38.833333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478ee4b07f02db489ec1","contributors":{"authors":[{"text":"Sloto, Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283683,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buxton, Debra E. dbuxton@usgs.gov","contributorId":4777,"corporation":false,"usgs":true,"family":"Buxton","given":"Debra","email":"dbuxton@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":283684,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":71117,"text":"sir20055140 - 2005 - Occurrence of pharmaceuticals and other organic wastewater constituents in selected streams in northern Arkansas, 2004","interactions":[],"lastModifiedDate":"2020-01-26T17:49:59","indexId":"sir20055140","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5140","title":"Occurrence of pharmaceuticals and other organic wastewater constituents in selected streams in northern Arkansas, 2004","docAbstract":"The U.S. Geological Survey, in cooperation with the University of Arkansas and the U.S. Department of Agriculture, Agricultural Research Service, collected data in 2004 to determine the occurrence of pharmaceuticals and other organic wastewater constituents, including many constituents of emerging environmental concern, in selected streams in northern Arkansas. Samples were collected in March and April 2004 from 17 sites located upstream and downstream from wastewater- treatment plant effluent discharges on 7 streams in northwestern Arkansas and at 1 stream site in a relatively undeveloped basin in north-central Arkansas. Additional samples were collected at three of the sites in August 2004. The targeted organic wastewater constituents and sample sites were selected because wastewater-treatment plant effluent discharge provides a potential point source of these constituents and analytical techniques have improved to accurately measure small amounts of these constituents in environmental samples. \r\n\r\nAt least 1 of the 108 pharmaceutical or other organic wastewater constituents was detected at all sites in 2004, except at Spavinaw Creek near Maysville, Arkansas. The number of detections generally was greater at sites downstream from municipal wastewater-treatment plant effluent discharges (mean = 14) compared to sites not influenced by wastewatertreatment plants (mean = 3). Overall, 42 of the 108 constituents targeted in the collected water-quality samples were detected. The most frequently detected constituents included caffeine, phenol, para-cresol, and acetyl hexamethyl tetrahydro naphthalene.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20055140","usgsCitation":"Galloway, J.M., Haggard, B.E., Meyers, M.T., and Green, W.R., 2005, Occurrence of pharmaceuticals and other organic wastewater constituents in selected streams in northern Arkansas, 2004: U.S. Geological Survey Scientific Investigations Report 2005-5140, 31 p., https://doi.org/10.3133/sir20055140.","productDescription":"31 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":192648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6820,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5140/","linkFileType":{"id":5,"text":"html"}}],"scale":"100000","country":"United States","state":"Arkansas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.7021484375,\n 34.08906131584994\n ],\n [\n -89.9560546875,\n 34.08906131584994\n ],\n [\n -89.9560546875,\n 36.50963615733049\n ],\n [\n -94.7021484375,\n 36.50963615733049\n ],\n [\n -94.7021484375,\n 34.08906131584994\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db69238b","contributors":{"authors":[{"text":"Galloway, Joel M. 0000-0002-9836-9724 jgallowa@usgs.gov","orcid":"https://orcid.org/0000-0002-9836-9724","contributorId":1562,"corporation":false,"usgs":true,"family":"Galloway","given":"Joel","email":"jgallowa@usgs.gov","middleInitial":"M.","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283679,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haggard, Brian E.","contributorId":20299,"corporation":false,"usgs":true,"family":"Haggard","given":"Brian","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":283680,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Meyers, Michael T.","contributorId":98404,"corporation":false,"usgs":true,"family":"Meyers","given":"Michael","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":283682,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Green, W. Reed","contributorId":87886,"corporation":false,"usgs":true,"family":"Green","given":"W.","email":"","middleInitial":"Reed","affiliations":[],"preferred":false,"id":283681,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":71116,"text":"ofr20051283 - 2005 - Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004","interactions":[],"lastModifiedDate":"2017-07-10T10:39:24","indexId":"ofr20051283","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","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":"2005-1283","title":"Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004","docAbstract":"

This report describes field, laboratory, and computational methods that could be used to assess remedial strategies for abandoned mine drainage (AMD). During April-June, 2004, the assessment process was applied to AMD from bituminous coal deposits at a test site in the Staple Bend Tunnel Unit of Allegheny Portage Railroad National Historic Site (ALPO-SBTU) in Cambria County, Pennsylvania. The purpose of this study was (1) to characterize the AMD quantity and quality within the ALPO-SBTU test site; (2) to evaluate the efficacy of limestone or steel slag for neutralization of the AMD on the basis of reaction-rate measurements; and (3) to identify possible alternatives for passive or active treatment of the AMD. The data from this case study ultimately will be used by the National Park Service (NPS) to develop a site remediation plan. The approach used in this study could be applicable at other sites subject to drainage from abandoned coal or metal mines.

During April 2004, AMD from 9 sources (sites1, 1Fe, Fe, 2, 3, 3B, 5, 6, and 7) at the ALPO-SBTU test site had a combined flow rate of 1,420 gallons per minute (gal/min) and flow-weighted averages for pH of 3.3, net acidity of 55 milligrams per liter (mg/L) as CaCO3, and concentrations of dissolved sulfate, aluminum, iron, and manganese of 694 mg/L, 4.4 mg/L, 0.74 mg/L, and 1.2 mg/L, respectively. These pH, net acidity, sulfate, and aluminum values exceed effluent criteria for active mines in Pennsylvania.

During April-June 2004, limestone and steel slag that were locally available were tested in the laboratory for their composition, approximate surface area, and potential to neutralize samples of the AMD. Although the substrates had a similar particle-size distribution and identical calcium content (43 percent as calcium oxide), the limestone was composed of crystalline carbonates and the slag was composed of silicate glass and minerals. After a minimum of 8 hours contact between the AMD and limestone or steel slag in closed containers (cubitainers), near-neutral effluent was produced. With prolonged contact between the AMD and limestone or steel slag, the concentrations of iron, aluminum, and most dissolved trace elements in effluent from the cubitainers declined while pH was maintained greater than 6.0 and less than 9.0. The cubitainer testing demonstrated (1) lower alkalinity production but higher pH of AMD treated with steel slag compared to limestone, and (2) predictable relations between the effluent quality, detention time, and corresponding flow rate and bulk volume for a bed of crushed limestone or steel slag in an AMD passive-treatment system.

The process for evaluating AMD remedial strategies at the ALPO-SBTU test site involved the computation and ranking of the metal loadings during April 2004 for each of the AMD sources and a comparison of the data on AMD flow and chemistry (alkalinity, acidity, dissolved oxygen, ferric iron, aluminum) with published criteria for selection of passive-treatment technology. Although neutralization of the AMD by reaction with limestone was demonstrated with cubitainer tests, an anoxic limestone drain (ALD) was indicated as inappropriate for any AMD source at the test site because all had excessive concentrations of dissolved oxygen and (or) aluminum. One passive-treatment scenario that was identified for the individual or combined AMD sources involved an open limestone channel (OLC) to collect the AMD source(s), a vertical flow compost wetland (VFCW) to add alkalinity, and an aerobic wetland to facilitate iron and manganese oxidation and retention of precipitated solids. Innovative passive-system designs that direct flow upward through submerged layers of limestone and/or steel slag and that incorporate siphons for automatic flushing of solids to a pond also may warrant consideration. Alternatively, an active-treatment system with a hydraulic-powered lime doser could be employed instead of the VFCW or upflow system. Now, given these data on AMD flow and chemistry and identified remedial technologies, a resource manager can use a publicly available computer program such as \"AMDTreat\" to evaluate the potential sizes and costs of various remedial alternatives.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051283","usgsCitation":"Cravotta, C.A., 2005, Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004 (Online only): U.S. Geological Survey Open-File Report 2005-1283, 58 p., https://doi.org/10.3133/ofr20051283.","productDescription":"58 p.","onlineOnly":"Y","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":192909,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6819,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1283/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -79.5,40.583333333333336 ], [ -79.5,40.63333333333333 ], [ -79.33333333333333,40.63333333333333 ], [ -79.33333333333333,40.583333333333336 ], [ -79.5,40.583333333333336 ] ] ] } } ] }","edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672858","contributors":{"authors":[{"text":"Cravotta, Charles A. III, 0000-0003-3116-4684 cravotta@usgs.gov","orcid":"https://orcid.org/0000-0003-3116-4684","contributorId":2193,"corporation":false,"usgs":true,"family":"Cravotta","given":"Charles","suffix":"III,","email":"cravotta@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":283678,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":71114,"text":"ofr20041317 - 2005 - Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002","interactions":[],"lastModifiedDate":"2020-02-03T20:21:42","indexId":"ofr20041317","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","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":"2004-1317","title":"Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002","docAbstract":"

Methods of data collection and results of analyses are presented for Lagrangian and synoptic water-quality data collected from two agricultural drainages, the Iroquois River in northwestern Indiana and Sugar Creek in northwestern Indiana and northeastern Illinois. During six separate sampling trips, in April, June and September 1999, May 2000, September 2001 and April 2002, 152 discrete water samples were collected to characterize the water chemistry over the course of 2 to 4 days on each of these drainages. Data were collected for nutrients, major inorganic constituents, dissolved organic carbon, trace elements, dissolved gases, total bacterial cell counts, chlorophyll-a concentrations, and suspended sediment concentrations. In addition, field measurements of streamflow, pH, specific conductance, water temperature, and dissolved oxygen concentration were made during all trips except April 1999.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20041317","usgsCitation":"Antweiler, R.C., Smith, R.L., Voytek, M.A., Bohlke, J., and Richards, K.D., 2005, Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002 (Revised October 2005): U.S. Geological Survey Open-File Report 2004-1317, 227 p., https://doi.org/10.3133/ofr20041317.","productDescription":"227 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":192869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":342007,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2004/1317/OFR%2020041317.pdf"},{"id":6817,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2004/1317/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Indiana, Illinois ","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.53333333333333,40.53333333333333 ], [ -87.53333333333333,40.88333333333333 ], [ -87.25,40.88333333333333 ], [ -87.25,40.53333333333333 ], [ -87.53333333333333,40.53333333333333 ] ] ] } } ] }","edition":"Revised October 2005","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faa12","contributors":{"authors":[{"text":"Antweiler, Ronald C. 0000-0001-5652-6034 antweil@usgs.gov","orcid":"https://orcid.org/0000-0001-5652-6034","contributorId":1481,"corporation":false,"usgs":true,"family":"Antweiler","given":"Ronald","email":"antweil@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":283667,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Richard L. 0000-0002-3829-0125 rlsmith@usgs.gov","orcid":"https://orcid.org/0000-0002-3829-0125","contributorId":1592,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rlsmith@usgs.gov","middleInitial":"L.","affiliations":[{"id":38175,"text":"Toxics Substances Hydrology Program","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":283668,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voytek, Mary A.","contributorId":91943,"corporation":false,"usgs":true,"family":"Voytek","given":"Mary","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":283670,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bohlke, John Karl 0000-0001-5693-6455","orcid":"https://orcid.org/0000-0001-5693-6455","contributorId":66293,"corporation":false,"usgs":true,"family":"Bohlke","given":"John Karl","affiliations":[],"preferred":false,"id":283669,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Richards, Kevin D. krichard@usgs.gov","contributorId":280,"corporation":false,"usgs":true,"family":"Richards","given":"Kevin","email":"krichard@usgs.gov","middleInitial":"D.","affiliations":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"preferred":false,"id":283666,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":71110,"text":"wdrPA043 - 2005 - Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins","interactions":[],"lastModifiedDate":"2018-05-29T13:03:43","indexId":"wdrPA043","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-04-3","title":"Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins","docAbstract":"

Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 3 contains (1) discharge records for 60 continuous-record streamflow-gaging stations, 6 partial-record stations and 13 special study and miscellaneous streamflow sites; (2) elevation and contents records for 11 lakes and reservoirs; (3) water-quality records for 4 lakes and reservoirs; (4) water-quality records for 23 gaging stations and 26 ungaged streamsites; (5) water-level records for 23 ground-water network observation wells; (6) ground-water-quality records for 19 miscellaneous wells. Site locations are shown in figures throughout the report. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 1 and 2, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA043","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Pittsburgh District of the U.S. Army Corps of Engineers, and with other State, municipal, and Federal agencies","usgsCitation":"Siwicki, R.W., 2005, Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins: U.S. Geological Survey Water Data Report PA-04-3, 355 p., https://doi.org/10.3133/wdrPA043.","productDescription":"355 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6814,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-3/WDR-PA-04-3.pdf","text":"Report","size":"4.72 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WDR PA 2004-3"},{"id":192866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-3/coverthb.jpg"}],"scale":"100000","contact":"

Director, Pennsylvania Water Science Center
U.S. Geological Survey
215 Limekiln Road
New Cumberland, PA 17070

","tableOfContents":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ef00","contributors":{"authors":[{"text":"Siwicki, Raymond W.","contributorId":12548,"corporation":false,"usgs":true,"family":"Siwicki","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":283652,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":71109,"text":"wdrPA042 - 2005 - Water resources data, Pennsylvania, water year 2004—Volume 2. Susquehanna and Potomac River basins","interactions":[],"lastModifiedDate":"2018-05-29T12:56:30","indexId":"wdrPA042","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-04-2","title":"Water resources data, Pennsylvania, water year 2004—Volume 2. Susquehanna and Potomac River basins","docAbstract":"

Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 2 contains (1) discharge records for 85 continuous-record streamflow-gaging stations, 13 partial-record stations, 18 special study and miscellaneous streamflow sites; (2) elevation and contents for 12 lakes and reservoirs, and water-quality records for 12 lakes and reservoirs; (3) water-quality records for 32 gaging stations and 82 ungaged streamsites; (4) water-level records for 40 network observation wells; and (5) water-quality analyses at 46 special study ground-water wells. Site locations are shown in figures throughout the report. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 1 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA042","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Baltimore District of the U.S. Army Corps of Engineers, and with other State, municipal, and Federal agencies","usgsCitation":"Durlin, R., and Schaffstall, W., 2005, Water resources data, Pennsylvania, water year 2004—Volume 2. Susquehanna and Potomac River basins: U.S. Geological Survey Water Data Report PA-04-2, 587 p., https://doi.org/10.3133/wdrPA042.","productDescription":"587 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6813,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-2/WDR-PA-04-2.pdf","text":"Report","size":"8.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WDR PA-04-2"},{"id":192865,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-2/coverthb.jpg"}],"scale":"100000","contact":"

Director, Pennsylvania Water Science Center
U.S. Geological Survey
215 Limekiln Road
New Cumberland, PA 17070

","tableOfContents":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0c4b","contributors":{"authors":[{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":283651,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaffstall, W.P.","contributorId":20010,"corporation":false,"usgs":true,"family":"Schaffstall","given":"W.P.","affiliations":[],"preferred":false,"id":283650,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":71108,"text":"sir20055109 - 2005 - Bathymetry and vegetation in isolated marsh and cypress wetlands in the northern Tampa Bay Area, 2000-2004","interactions":[],"lastModifiedDate":"2012-02-02T00:14:00","indexId":"sir20055109","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5109","title":"Bathymetry and vegetation in isolated marsh and cypress wetlands in the northern Tampa Bay Area, 2000-2004","docAbstract":"Wetland bathymetry and vegetation mapping are two commonly used lines of evidence for assessing the hydrologic and ecologic status of expansive coastal and riverine wetlands. For small isolated freshwater wetlands, however, bathymetric data coupled with vegetation assessments are generally scarce, despite the prevalence of isolated wetlands in many regions of the United States and the recognized importance of topography as a control on inundation patterns and vegetation distribution.\r\n\r\nIn the northern Tampa Bay area of west-central Florida, bathymetry was mapped and vegetation was assessed in five marsh and five cypress wetlands. These 10 isolated wetlands were grouped into three categories based on the effects of ground-water withdrawals from regional municipal well fields: natural (no effect), impaired (drier than natural), and augmented (wetlands with artificially augmented water levels). Delineation of the wetland perimeter was a critical component for estimating wetland-surface area and stored water volume. The wetland perimeter was delineated by the presence of Serenoa repens (the 'palmetto fringe') at 9 of the 10 sites. At the 10th site, where the palmetto fringe was absent, hydric-soils indicators were used to delineate the perimeter. Bathymetric data were collected using one or more techniques, depending on the physical characteristics of each wetland. Wetland stage was measured hourly using continuous stage recorders. Wetland vegetation was assessed semiannually for 2 1/2 years in fixed plots located at three distinct elevations. Vegetation assessments were used to determine the community composition and the relative abundance of obligate, facultative wet, and facultative species at each elevation.\r\n\r\nBathymetry maps were generated, and stage-area and stage-volume relations were developed for all 10 wetlands. Bathymetric data sets containing a high density of data points collected at frequent and regular spatial intervals provided the most useful stage-area and stage-volume relations. Bathymetric maps of several wetlands also were generated using a low density of data points collected along transect lines or contour lines. In a comparative analysis of the three mapping approaches, stage-area and stage-volume relations based on transect data alone underestimated (by 50-100 percent over certain ranges of stage) the wetland area and volume compared to results using a high density of data points. Adding data points collected along one elevation contour below the wetland perimeter to the transect data set greatly improved the agreement of the resulting stage-area and stage-volume relations to the high-density mapping approach. \r\n\r\nStage-area relations and routinely monitored stage data were used to compare and contrast the average flooded area in a natural marsh and an impaired marsh over a 2-year period. Vegetation assessments used together with flooded-area information provided the potential for extrapolating vegetation results from points or transects to wetlands as a whole. A comparison of the frequency of flooding of different areas of the wetland and the species composition in vegetation plots at different elevations indicated the dependence of vegetation on inundation frequency. Because of the broad tolerances of many wetlands plants to a range of inundation conditions, however, vegetation assessments alone provided less definitive evidence of the hydrologic differences between the two sites, and hydrologic changes occurring during the 2 years, than the flooded-area frequencies.\r\n\r\nCombining flooded-area frequencies with vegetation assessments could provide a more versatile and insightful approach for determining the ecological status of wetlands than using vegetation and stage data alone. Flooded-area frequencies may further provide a useful approach for assessing the ecological status of wetlands where historical vegetation surveys and stage data are lacking. Comparing the contemporary flooded-area frequencies a","language":"ENGLISH","doi":"10.3133/sir20055109","usgsCitation":"Haag, K.H., Lee, T.M., and Herndon, D.C., 2005, Bathymetry and vegetation in isolated marsh and cypress wetlands in the northern Tampa Bay Area, 2000-2004: U.S. Geological Survey Scientific Investigations Report 2005-5109, 55 p., https://doi.org/10.3133/sir20055109.","productDescription":"55 p.","costCenters":[],"links":[{"id":121042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2005_5109.jpg"},{"id":6812,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5109/","linkFileType":{"id":5,"text":"html"}}],"scale":"100000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63e695","contributors":{"authors":[{"text":"Haag, Kim H. khhaag@usgs.gov","contributorId":381,"corporation":false,"usgs":true,"family":"Haag","given":"Kim","email":"khhaag@usgs.gov","middleInitial":"H.","affiliations":[],"preferred":true,"id":283647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, Terrie M. tmlee@usgs.gov","contributorId":2461,"corporation":false,"usgs":true,"family":"Lee","given":"Terrie","email":"tmlee@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":283648,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Herndon, Donald C.","contributorId":91582,"corporation":false,"usgs":true,"family":"Herndon","given":"Donald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":283649,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":71107,"text":"wdrGA042 - 2005 - Water resources data, Georgia, 2004: Volume 2: Continuous ground-water-level data and periodic ground-water-quality data, calendar year 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Delaware River basin","interactions":[],"lastModifiedDate":"2018-05-29T12:55:53","indexId":"wdrPA041","displayToPublicDate":"2005-08-25T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-04-1","title":"Water resources data, Pennsylvania, water year 2004—Volume 1. Delaware River basin","docAbstract":"

Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 1 contains (1) discharge records for 79 continuous-record streamflow-gaging stations, 8 partial record stations, 19 special-study and miscellaneous streamflow sites; (2) elevation and contents records for 13 lakes and reservoirs, and water-quality records for 6 lakes and reservoirs; (3) water-quality records for 38 gaging stations and 12 ungaged streamsites; (4) water-quality records for 82 special-study stations; (5) water-level records for 52 network observation wells; and (6) water-quality analyses of ground water from 16 ground-water wells. Site locations are shown in figures 6-18. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 2 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA041","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Philadelphia District of the U.S. Army Corps of Engineers, the Chester County Water Resources Authority, and with other State, municipal, and Federal agencies","usgsCitation":"Durlin, R., and Schaffstall, W., 2005, Water resources data, Pennsylvania, water year 2004—Volume 1. Delaware River basin: U.S. Geological Survey Water Data Report PA-04-1, 671 p., https://doi.org/10.3133/wdrPA041.","productDescription":"671 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6772,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-1/WDR-PA-04-1.pdf","text":"Report","size":"11.5 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WDR PA-04-1"},{"id":185836,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-1/coverthb.jpg"}],"contact":"

Director, Pennsylvania Water Science Center
U.S. Geological Survey
215 Limekiln Road
New Cumberland, PA 17070

","tableOfContents":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0c36","contributors":{"authors":[{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":283617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaffstall, W.P.","contributorId":20010,"corporation":false,"usgs":true,"family":"Schaffstall","given":"W.P.","affiliations":[],"preferred":false,"id":283616,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":71070,"text":"fs20053094 - 2005 - The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers","interactions":[],"lastModifiedDate":"2012-02-02T00:13:45","indexId":"fs20053094","displayToPublicDate":"2005-08-25T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-3094","title":"The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers","language":"ENGLISH","doi":"10.3133/fs20053094","usgsCitation":"Stark, J., Arntson, A., and Brostrom, D., 2005, The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers: U.S. Geological Survey Fact Sheet 2005-3094, 4 p., https://doi.org/10.3133/fs20053094.","productDescription":"4 p.","costCenters":[],"links":[{"id":121198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2005_3094.bmp"},{"id":6763,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/fs2005-3094/","linkFileType":{"id":5,"text":"html"}}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f056","contributors":{"authors":[{"text":"Stark, J. R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":283592,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arntson, A.D.","contributorId":100026,"corporation":false,"usgs":true,"family":"Arntson","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":283591,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brostrom, D.L.","contributorId":25035,"corporation":false,"usgs":true,"family":"Brostrom","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":283590,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}