{"pageNumber":"682","pageRowStart":"17025","pageSize":"25","recordCount":68919,"records":[{"id":70037920,"text":"sir20115178 - 2012 - Physical habitat, water quality, and riverine biological assemblages of selected reaches of the Sheyenne River, North Dakota, 2010","interactions":[],"lastModifiedDate":"2017-10-14T11:30:41","indexId":"sir20115178","displayToPublicDate":"2012-03-30T00:00:00","publicationYear":"2012","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":"2011-5178","title":"Physical habitat, water quality, and riverine biological assemblages of selected reaches of the Sheyenne River, North Dakota, 2010","docAbstract":"In 2010, data on physical habitat, water quality, and riverine biological assemblages were collected at selected reaches in four locations (Kleven, Sheyenne, Cooperstown, and West Fargo) on the Sheyenne River in east-central North Dakota. Three of the locations (Kleven, Sheyenne, and Cooperstown) are above Baldhill Dam and one location (West Fargo) is below Baldhill Dam on the Sheyenne River. The 2010 data provide information to establish a better understanding of the water-quality and ecological conditions of the Sheyenne River. Concerns were raised about the water-quality and ecological conditions of the Sheyenne River because of the interbasin transfer of water from nearby Devils Lake. The transfer of water from Devils Lake to the Sheyenne River occurs through the Devils Lake State Outlet near Peterson Coulee or, if lake elevations exceed 1,459 feet above National Geodetic Vertical Datum of 1929 (NGVD 29), through a natural outlet, Tolna Coulee. The field measurements of water-quality characteristics and results of chemical analyses generally are comparable to summary statistics calculated for Sheyenne River for 1980 through 2006. Overall, water-quality results show differences between the Kleven, Sheyenne, Cooperstown, and West Fargo reaches. Sulfate concentrations were less than the State of North Dakota criterion of 750 milligrams per liter for the upper Sheyenne River above Baldhill Dam and less than the criterion of 450 milligrams per liter for the lower Sheyenne River below Baldhill Dam. Arsenic concentrations at most reaches exceeded the U.S. Environmental Protection Agency drinking-water standard of 10 micrograms per liter. Nutrient concentrations (nitrogen, phosphorus) were higher in the upper Sheyenne River above Baldhill Dam than below Baldhill Dam where concentrations decreased by about half. In 2010, 35 families and 44 genera of benthic macroinvertebrates were collected and identified. On the basis of the index of biotic intergrity scores for benthic macroinvertebrate communities present in the Sheyenne River, all the reaches were determined to have condition classes of moderately disturbed to most disturbed. The benthic macroinvertebrate communities at the Cooperstown reaches were classed as moderately disturbed, whereas benthic macroinvertebrate communities at the Kleven, Sheyenne, West and Fargo reaches were most disturbed. During data collection, 37 genera and 165 species of periphyton (diatoms and soft-bodied algae) were collected and identified. In periphyton communities, similar taxa species were dominant in the Kleven, Sheyenne, and Cooperstown reaches, and different taxa species were dominant in the West Fargo reaches. For diatoms, the Kleven 3 reach had the lowest species richness value of 33.0, whereas the Cooperstown 8 reach had the highest species richness value of 57.0. For soft-bodied algae, the species richness values ranged from 8.0 at the Sheyenne 4 reach to 20.0 at the West Fargo 10 reach. During the fish collection, 32 species, representing 10 families, were collected in the Sheyenne River. All but two species are native to the Sheyenne River system. Common carp and white crappie are the two introduced species. Of the 32 species, 29 are tolerant to moderately tolerant to changes in water quality and habitat degradation, 16 species are tolerant to moderately tolerant to turbidity, and 16 species are tolerant to moderately tolerant to sensitivity to total dissolved solids, sulfate, and chloride. All fish species were categorized into four trophic groups. The largest group of 19 species was the insectivores (both benthic and general). The predator group consisted of seven species, and the omnivores consisted of six species. More fish were found in the lower Sheyenne River below Baldhill Dam than in the upper Sheyenne River above Baldhill Dam.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20115178","collaboration":"Prepared in cooperation with North Dakota State Water Commission","usgsCitation":"Lundgren, R.F., Rowland, K.M., and Lindsay, M.J., 2012, Physical habitat, water quality, and riverine biological assemblages of selected reaches of the Sheyenne River, North Dakota, 2010: U.S. Geological Survey Scientific Investigations Report 2011-5178, v, 19 p.; Appendices, https://doi.org/10.3133/sir20115178.","productDescription":"v, 19 p.; Appendices","onlineOnly":"Y","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":246887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2011_5178.gif"},{"id":246886,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2011/5178/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"North Dakota","city":"Flora;Bremen;Cooperstown;West Fargo","otherGeospatial":"Sheyenne River;Devils Lake;Kleven Reaches","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a7aafe4b0c8380cd79037","contributors":{"authors":[{"text":"Lundgren, Robert F. 0000-0001-7669-0552 rflundgr@usgs.gov","orcid":"https://orcid.org/0000-0001-7669-0552","contributorId":1657,"corporation":false,"usgs":true,"family":"Lundgren","given":"Robert","email":"rflundgr@usgs.gov","middleInitial":"F.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463043,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rowland, Kathleen M. 0000-0003-2526-6860 krowland@usgs.gov","orcid":"https://orcid.org/0000-0003-2526-6860","contributorId":1676,"corporation":false,"usgs":true,"family":"Rowland","given":"Kathleen","email":"krowland@usgs.gov","middleInitial":"M.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463044,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lindsay, Matthew J. mlindsay@usgs.gov","contributorId":4747,"corporation":false,"usgs":true,"family":"Lindsay","given":"Matthew","email":"mlindsay@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":463045,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70037916,"text":"ofr20121052 - 2012 - Summary and evaluation of the quality of stormwater in Denver, Colorado, 2006-2010","interactions":[],"lastModifiedDate":"2012-04-30T16:43:35","indexId":"ofr20121052","displayToPublicDate":"2012-03-29T00:00:00","publicationYear":"2012","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":"2012-1052","title":"Summary and evaluation of the quality of stormwater in Denver, Colorado, 2006-2010","docAbstract":"Stormwater in the Denver area was sampled by the U.S. Geological Survey, in cooperation with the Urban Drainage and Flood Control District, in a network of 5 monitoring stations - 3 on the South Platte River and 2 on streams tributary to the South Platte River, Sand Creek, and Toll Gate Creek beginning in January 2006 and continuing through December 2010. Stormwater samples were analyzed at the U.S. Geological Survey National Water Quality Laboratory during 2006-2010 for water-quality properties such as pH, specific conductance, hardness, and residue on evaporation at 105 degrees Celsius; for constituents such as major ions (calcium, magnesium), organic carbon and nutrients, including ammonia plus organic nitrogen, ammonia, dissolved nitrite plus nitrate, total phosphorus, and orthophosphate; and for metals, including total recoverable and dissolved phases of copper, lead, manganese, and zinc. Samples collected during selected storms were also analyzed for bacteriological indicators such as <i>Escherichia coli</i> and fecal coliform at the Metro Wastewater Reclamation Laboratory. About 200 stormwater samples collected during storms characterize the quality of storm runoff during 2006-2010. In general, the quality of stormwater (2006-2010) has improved for many water-quality constituents, many of which had lower values and concentrations than those in stormwater collected in 2002-2005. However, the physical basis, processes, and the role of dilution that account for these changes are complex and beyond the scope of this report. The water-quality sampling results indicate few exceptions to standards except for dissolved manganese, dissolved zinc, and <i>Escherichia coli</i>. Stormwater collected at the South Platte River below Union Avenue station had about 10 percent acute or chronic dissolved manganese exceedances in samples; samples collected at the South Platte River at Denver station had less than 5 percent acute or chronic dissolved manganese exceedances. In contrast, samples collected at Toll Gate Creek above 6th Avenue at Aurora station, Sand Creek at mouth near Commerce City station, and the South Platte River at Henderson station, each had about 30 to 50 percent exceedances of both acute and chronic dissolved manganese standards. Of the samples collected at Sand Creek at mouth near Commerce City, 1 sample exceeded the acute standard and 4 samples exceeded the chronic standard for dissolved zinc, but no samples collected from the other sites exceeded either standard for zinc. Almost all samples of stormwater analyzed for <i>Escherichia coli</i> exceeded Colorado numeric standards. A numerical standard for fecal coliform is no longer applicable as of 2004. Results from the 2002-2005 study indicated that the general quality of stormwater had improved during 2002-2005 compared to 1998-2001, having fewer exceedances of Colorado standards, and showing downward trends for many water-quality values and concentrations. These trends coincided with general downward or relatively similar mean streamflows for the 2002-2005 compared to 1998-2001, which indicates that dilution may be a smaller influence on values and concentrations than other factors. For this report, downward trends were indicated for many constituents at each station during 2006-2010 compared to 2002-2005. The trends for mean streamflow for 2006-2010 compared to 2002-2005 are upward at all sites except for the South Platte River at Henderson, indicating that dilution by larger flows could be a factor in the downward concentration trends. At the South Platte River below Union Avenue station, downward trends were indicated for hardness, dissolved ammonia, dissolved orthophosphate, and dissolved copper. Upward trends at South Platte River below Union Avenue were indicated for pH. At the South Platte River at Denver station, downward trends were indicated for total ammonia plus organic nitrogen, dissolved ammonia, dissolved nitrite plus nitrate, dissolved orthophosphate, total phosphorus, dissolved organic carbon, and dissolved lead, manganese, and zinc, and total recoverable zinc. An upward trend in properties and constituents at South Platte River at Denver was indicated for pH. At Toll Gate Creek above 6th Avenue at Aurora, downward trends were indicated for residue on evaporation, total ammonia plus organic nitrogen, dissolved ammonia, dissolved orthophosphate, total phosphorus, and total recoverable copper, lead, manganese, and zinc. Upward trends in properties and constituents at Toll Gate Creek above 6th Avenue at Aurora were indicated for pH, specific conductance, and dissolved nitrite plus nitrate. At Sand Creek at mouth near Commerce City, downward trends were indicated for hardness, dissolved calcium, total ammonia plus organic nitrogen, and dissolved ammonia, orthophosphate, manganese, and zinc. An upward trend in properties and constituents at Sand Creek at mouth near Commerce City was indicated for pH. Downward trends at South Platte River at Henderson were indicated for specific conductance, hardness, dissolved magnesium, residue on evaporation, total ammonia plus organic nitrogen, dissolved ammonia, dissolved nitrite plus nitrate, dissolved orthophosphate, total phosphorus, dissolved lead and manganese, and total recoverable copper, lead, manganese, and zinc.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20121052","collaboration":"Prepared in cooperation with the Urban Drainage and Flood Control District","usgsCitation":"Stevens, M.R., and Slaughter, C.B., 2012, Summary and evaluation of the quality of stormwater in Denver, Colorado, 2006-2010: U.S. Geological Survey Open-File Report 2012-1052, vi, 68 p.; Appendix, https://doi.org/10.3133/ofr20121052.","productDescription":"vi, 68 p.; Appendix","temporalStart":"2006-01-01","temporalEnd":"2010-12-31","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"links":[{"id":246881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2012_1052.gif"},{"id":246875,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2012/1052/","linkFileType":{"id":5,"text":"html"}}],"datum":"North American Datum 1983","country":"United States","state":"Colorado","county":"Adams;Arapahoe;Boulder;Denver;Douglas;Jefferson","city":"Denver","otherGeospatial":"South Platte River;Sand Creek;Toll Gate Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.33333333333333,39.5 ], [ -105.33333333333333,40.166666666666664 ], [ -104.5,40.166666666666664 ], [ -104.5,39.5 ], [ -105.33333333333333,39.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b9e0ce4b08c986b31dc64","contributors":{"authors":[{"text":"Stevens, Michael R. 0000-0002-9476-6335 mrsteven@usgs.gov","orcid":"https://orcid.org/0000-0002-9476-6335","contributorId":769,"corporation":false,"usgs":true,"family":"Stevens","given":"Michael","email":"mrsteven@usgs.gov","middleInitial":"R.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463030,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slaughter, Cecil B.","contributorId":82005,"corporation":false,"usgs":true,"family":"Slaughter","given":"Cecil","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":463031,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70037915,"text":"sir20125004 - 2012 - Dependence of flow and transport through the Williamson River Delta, Upper Klamath Lake, Oregon, on wind, river inflow, and lake elevation","interactions":[],"lastModifiedDate":"2012-04-30T16:43:35","indexId":"sir20125004","displayToPublicDate":"2012-03-29T00:00:00","publicationYear":"2012","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":"2012-5004","title":"Dependence of flow and transport through the Williamson River Delta, Upper Klamath Lake, Oregon, on wind, river inflow, and lake elevation","docAbstract":"The hydrodynamic model of Upper Klamath and Agency Lakes, Oregon, was used to run 384 realizations of a numerical tracer experiment in order to understand the relative effects of wind, lake elevation, and Williamson River inflow on flow and transport (the movement of water and passively transported constituents) through the Williamson River Delta. Significant findings from this study include: * The replacement rate of water increased in Tulana and Goose Bay with increasing lake elevation, Williamson River inflow, and wind speed. * The fraction of Williamson River inflow passing through either side of the Delta increased with lake elevation and Williamson River inflow. * The partial replacement rate of water in Goose Bay with water from the Williamson River increased with wind speed. * The partial replacement rate of water in Tulana with water from the Williamson River decreased with wind speed. * Strong wind forcing at the water surface caused more of the Williamson River inflow to pass through Goose Bay than through Tulana. * Westerly to northwesterly winds result in more of the Williamson River inflow passing through the Goose Bay side of the Delta than through the Tulana side. * Regression models developed from the tracer experiments can be used to quantify the dependencies between transport and the independent variables to obtain rough estimates of useful quantities such as residence time and steady-state solute concentrations.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125004","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Wood, T.M., 2012, Dependence of flow and transport through the Williamson River Delta, Upper Klamath Lake, Oregon, on wind, river inflow, and lake elevation: U.S. Geological Survey Scientific Investigations Report 2012-5004, vi, 30 p.; Appendix; Download Directory; Animation Downloads, https://doi.org/10.3133/sir20125004.","productDescription":"vi, 30 p.; Appendix; Download Directory; Animation Downloads","onlineOnly":"Y","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":246874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5004.jpg"},{"id":246870,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5004/","linkFileType":{"id":5,"text":"html"}}],"projection":"UTM, Zone 10N","datum":"North American Datum 1927","country":"United States","state":"Oregon","otherGeospatial":"Upper Klamath Lake;Williamson River Delta","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.16666666666667,42.083333333333336 ], [ -122.16666666666667,42.666666666666664 ], [ -121.58333333333333,42.666666666666664 ], [ -121.58333333333333,42.083333333333336 ], [ -122.16666666666667,42.083333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059feafe4b0c8380cd4ee7d","contributors":{"authors":[{"text":"Wood, Tamara M. 0000-0001-6057-8080 tmwood@usgs.gov","orcid":"https://orcid.org/0000-0001-6057-8080","contributorId":1164,"corporation":false,"usgs":true,"family":"Wood","given":"Tamara","email":"tmwood@usgs.gov","middleInitial":"M.","affiliations":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463029,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70037912,"text":"fs20123044 - 2012 - Famous building stones of our Nation's capital","interactions":[],"lastModifiedDate":"2014-05-12T09:59:13","indexId":"fs20123044","displayToPublicDate":"2012-03-29T00:00:00","publicationYear":"2012","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":"2012-3044","title":"Famous building stones of our Nation's capital","docAbstract":"The buildings of our Nation's Capital are constructed with rocks from quarries located throughout the United States and many distant lands. The earliest Government buildings, however, were constructed with stones from nearby sources because it was too difficult and expensive to move heavy materials such as stone any great distance without the aid of modern transportation methods, including large cargo ships, trains, and trucks. This fact sheet describes the source and appearance of three frequently used local stones employed in building Washington, D.C., and the geologic environment in which they were formed.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20123044","usgsCitation":"Water Resources Division, U.S. Geological Survey, 2012, Famous building stones of our Nation's capital: U.S. Geological Survey Fact Sheet 2012-3044, 2 p., https://doi.org/10.3133/fs20123044.","productDescription":"2 p.","numberOfPages":"2","costCenters":[{"id":501,"text":"Office of Science Quality and Integrity","active":true,"usgs":true}],"links":[{"id":246866,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2012/3044/","linkFileType":{"id":5,"text":"html"}},{"id":246871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2012_3044.gif"},{"id":287048,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2012/3044/pdf/fs2012-3044_rev432012.pdf"}],"country":"United States","otherGeospatial":"Washington D.C.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0ef7e4b0c8380cd536cd","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535168,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70037914,"text":"ofr20121057 - 2012 - Time scales of change in chemical and biological parameters after engineered levee breaches adjacent to Upper Klamath and Agency Lakes, Oregon","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"ofr20121057","displayToPublicDate":"2012-03-29T00:00:00","publicationYear":"2012","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":"2012-1057","title":"Time scales of change in chemical and biological parameters after engineered levee breaches adjacent to Upper Klamath and Agency Lakes, Oregon","docAbstract":"Eight sampling trips were coordinated after engineered levee breaches hydrologically reconnected both Upper Klamath Lake and Agency Lake, Oregon, to adjacent wetlands. The reconnection, by a series of explosive blasts, was coordinated by The Nature Conservancy to reclaim wetlands that had for approximately seven decades been leveed for crop production. Sets of nonmetallic porewater profilers (U.S. Patent 8,051,727 B1; November 8, 2011; http://www.uspto.gov/web/patents/patog/ week45/OG/html/1372-2/US08051727-20111108.html.) were deployed during these trips in November 2007, June 2008, May 2009, July 2009, May 2010, August 2010, June 2011, and July 2011 (table 1). Deployments temporally spanned the annual cyanophyte bloom of <i>Aphanizomenon flos-aquae</i> and spatially involved three lake and four wetland sites. Spatial and temporal variation in solute benthic flux was determined by the field team, using the profilers, over an approximately 4-year period beginning 3 days after the levee breaches. The highest flux to the water column of dissolved organic carbon (DOC) was detected in the newly flooded wetland, contrasting negative or insignificant DOC fluxes at adjacent lake sites. Over the multiyear study, DOC benthic fluxes dissipated in the reconnected wetlands, converging to values similar to those for established wetlands and to the adjacent lake (table 2). In contrast to DOC, benthic sources of soluble reactive phosphorus, ammonium, dissolved iron and manganese from within the reconnected wetlands were consistently elevated (that is, significant in magnitude relative to riverine and established-wetland sources) indicating a multi-year time scale for certain chemical changes after the levee breaches (table 2). Colonization of the reconnected wetlands by aquatic benthic invertebrates during the study trended toward the assemblages in established wetlands, providing further evidence of a multiyear transition of this area to permanent aquatic habitat (table 3). Both the lake and wetland benthic environments substantively contribute to macro- and micronutrients in the water column. Wetland areas undergoing restoration, and those being used for water storage, function very differently relatively to the established wetland within the Upper Klamath Lake National Wildlife Refuge, adjacent Upper Klamath Lake. Developing long-term management strategies for water quality in the Upper Klamath Basin requires recognition of the multi-year time scales associated with restoring wetlands that provide natural, seasonal ecosystem function and services.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20121057","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Kuwabara, J.S., Topping, B.R., Carter, J.L., Wood, T.M., Parcheso, F., Cameron, J.M., Asbill, J.R., Carlson, R.A., and Fend, S.V., 2012, Time scales of change in chemical and biological parameters after engineered levee breaches adjacent to Upper Klamath and Agency Lakes, Oregon: U.S. Geological Survey Open-File Report 2012-1057, iv, 26 p.; Tables 1-8 Download, https://doi.org/10.3133/ofr20121057.","productDescription":"iv, 26 p.; Tables 1-8 Download","onlineOnly":"Y","temporalStart":"2007-11-01","temporalEnd":"2011-07-31","costCenters":[{"id":340,"text":"Hydrologic Research and Development Program","active":false,"usgs":true}],"links":[{"id":246869,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2012/1057/","linkFileType":{"id":5,"text":"html"}},{"id":246873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2012_1057.jpg"}],"country":"United States","state":"Oregon","otherGeospatial":"Upper Klamath Lake;Agency Lake;Wood River;Spring Creek;Williamson River;Sprague River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.16666666666667,42.166666666666664 ], [ -122.16666666666667,42.75 ], [ -121.66666666666667,42.75 ], [ -121.66666666666667,42.166666666666664 ], [ -122.16666666666667,42.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb3ace4b08c986b325f2a","contributors":{"authors":[{"text":"Kuwabara, James S. 0000-0003-2502-1601 kuwabara@usgs.gov","orcid":"https://orcid.org/0000-0003-2502-1601","contributorId":3374,"corporation":false,"usgs":true,"family":"Kuwabara","given":"James","email":"kuwabara@usgs.gov","middleInitial":"S.","affiliations":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"preferred":true,"id":463024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Topping, Brent R. 0000-0002-7887-4221 btopping@usgs.gov","orcid":"https://orcid.org/0000-0002-7887-4221","contributorId":1484,"corporation":false,"usgs":true,"family":"Topping","given":"Brent","email":"btopping@usgs.gov","middleInitial":"R.","affiliations":[{"id":438,"text":"National Research Program - 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,{"id":70037908,"text":"ds682 - 2012 - Thermal profiles for selected river reaches of the Methow and Chewuch Rivers, Washington, August 2011","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"ds682","displayToPublicDate":"2012-03-28T11:24:00","publicationYear":"2012","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":"682","title":"Thermal profiles for selected river reaches of the Methow and Chewuch Rivers, Washington, August 2011","docAbstract":"Longitudinal profiles of near-streambed and near-surface temperatures were collected for selected reaches of the Methow and Chewuch Rivers, Washington, during August 2011 to facilitate development of a stream temperature model near the confluence of the Methow and Chewuch Rivers. Temperature was measured using a probe with an internal datalogger towed behind a watercraft moving downstream at ambient river velocity. For the Methow River, an additional temperature survey was completed using near-streambed and near-surface probes towed behind a second watercraft that traversed the channel to measure vertical and lateral temperature variability. All data were referenced to location that was concurrently measured with a Global Positioning System. Data are presented as Microsoft Excel&#174; files consisting of date and time, water temperature, and Washington State Plane North easting and northing.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ds682","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Gendaszek, A.S., 2012, Thermal profiles for selected river reaches of the Methow and Chewuch Rivers, Washington, August 2011: U.S. Geological Survey Data Series 682, iv, 4 p.; Tables Download, https://doi.org/10.3133/ds682.","productDescription":"iv, 4 p.; Tables Download","additionalOnlineFiles":"Y","temporalStart":"2011-08-01","temporalEnd":"2011-08-31","costCenters":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"links":[{"id":246864,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ds_682.jpg"},{"id":246861,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/682/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Washington","otherGeospatial":"Methow River;Chewuch River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120.20027777777779,48.43416666666666 ], [ -120.20027777777779,48.483333333333334 ], [ -120.13444444444445,48.483333333333334 ], [ -120.13444444444445,48.43416666666666 ], [ -120.20027777777779,48.43416666666666 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb250e4b08c986b325709","contributors":{"authors":[{"text":"Gendaszek, Andrew S. 0000-0002-2373-8986 agendasz@usgs.gov","orcid":"https://orcid.org/0000-0002-2373-8986","contributorId":3509,"corporation":false,"usgs":true,"family":"Gendaszek","given":"Andrew","email":"agendasz@usgs.gov","middleInitial":"S.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463017,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70037945,"text":"70037945 - 2012 - Primer for identifying cold-water refuges to protect and restore thermal diversity in riverine landscapes","interactions":[],"lastModifiedDate":"2019-06-11T12:05:23","indexId":"70037945","displayToPublicDate":"2012-03-28T11:10:30","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"Primer for identifying cold-water refuges to protect and restore thermal diversity in riverine landscapes","docAbstract":"<p>In 2003, EPA issued Region 10 guidance for Pacific Northwest state and tribal temperature water quality standards. This document was the culmination of a multi-agency, multi-disciplinary effort to develop a temperature standard for the protection of salmon, steelhead, bull trout, and redband and Lahontan cutthroat trout (collectively termed coldwater salmonids). Since its release, the Oregon and Washington have adopted the temperature standard for their waters designated for protection of coldwater salmonids. One of the unique aspects of the temperature standard, which strived to integrate the physical nature of rivers and streams and the biological requirements of coldwater salmonids, is the requirement to protect and restore cold-water refuges. This requirement is incorporated into the temperature criterion for the protection of migration corridors in the Willamette, Columbia, and Snake rivers. The intent of this provision is the recognition that some coldwater salmonids migrate through waters during thermally stressful months of summer and most likely are able to do so by using features in the rivers that provide cold water spatially or temporally. The challenge is to ensure that these features are identified, protected, and restored in order for these waters to meet the temperature standard. This primer is intended to assist Region 10 states, tribes, and local watershed groups in meeting this goal and thereby further the protection and restoration of coldwater salmonids. It provides an up-to-date summary with easily referenced information and illustrations on the scientific advances and management applications of research on cold-water refuges and can be used as a \"roadmap\" for identifying cold-water refuges and learning more about processes that create thermal diversity in riverine landscapes. The specific objectives are to </p><p>1. define cold-water refuge in scientific and management contexts.</p><p>2. outline an approach for identifying cold-water refuges to address water quality standards.</p><p>3. classify and characterize the types and physical processes that create cold-water refuges.</p><p>4. review methods and tools for identifying cold-water refuges in small streams to large rivers.</p><p>5. describe ecological perspectives and on-the-ground approaches for protecting and restoring thermal diversity in rivers.</p>","publisherLocation":"Seattle, WA","usgsCitation":"Torgersen, C.E., Ebersole, J.L., and Keenan, D., 2012, Primer for identifying cold-water refuges to protect and restore thermal diversity in riverine landscapes, 91 p.","productDescription":"91 p.","ipdsId":"IP-035347","costCenters":[{"id":290,"text":"Forest and Rangeland Ecosystem Science 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D.M.","contributorId":43732,"corporation":false,"usgs":true,"family":"Keenan","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":764097,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70037906,"text":"ds666 - 2012 - Hydrologic, vegetation, and soil data collected in selected wetlands of the Big River Management area, Rhode Island, from 2008 through 2010","interactions":[],"lastModifiedDate":"2018-07-26T08:37:29","indexId":"ds666","displayToPublicDate":"2012-03-28T10:27:00","publicationYear":"2012","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":"666","title":"Hydrologic, vegetation, and soil data collected in selected wetlands of the Big River Management area, Rhode Island, from 2008 through 2010","docAbstract":"The Rhode Island Water Resources Board planned to develop public water-supply wells in the Big River Management Area in Kent County, Rhode Island. Research in the United States and abroad indicates that groundwater withdrawal has the potential to affect wetland hydrology and related processes. In May 2008, the Rhode Island Water Resources Board, the U.S. Geological Survey, and the University of Rhode Island formed a partnership to establish baseline conditions at selected Big River wetland study sites and to develop an approach for monitoring potential impacts once pumping begins. In 2008 and 2009, baseline data were collected on the hydrology, vegetation, and soil characteristics at five forested wetland study sites in the Big River Management Area. Four of the sites were located in areas of potential drawdown associated with the projected withdrawals. The fifth site was located outside the area of projected drawdown and served as a control site. The data collected during this study are presented in this report.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ds666","collaboration":"Prepared in cooperation with the Rhode Island Water Resources Board","usgsCitation":"Borenstein, M.S., Golet, F.C., Armstrong, D.S., Breault, R., McCobb, T.D., and Weiskel, P.K., 2012, Hydrologic, vegetation, and soil data collected in selected wetlands of the Big River Management area, Rhode Island, from 2008 through 2010: U.S. Geological Survey Data Series 666, vi, 8 p.; Figures; Tables Download, https://doi.org/10.3133/ds666.","productDescription":"vi, 8 p.; Figures; Tables Download","onlineOnly":"Y","additionalOnlineFiles":"Y","temporalStart":"2008-01-01","temporalEnd":"2010-12-31","costCenters":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"links":[{"id":246863,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ds_666.gif"},{"id":246859,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/ds666/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Rhode Island","otherGeospatial":"Big River Management Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.7,41.56777777777778 ], [ -71.7,41.7 ], [ -71.55,41.7 ], [ -71.55,41.56777777777778 ], [ -71.7,41.56777777777778 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a369fe4b0c8380cd60867","contributors":{"authors":[{"text":"Borenstein, Meredith S.","contributorId":25020,"corporation":false,"usgs":true,"family":"Borenstein","given":"Meredith","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":463010,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Golet, Francis C.","contributorId":83771,"corporation":false,"usgs":true,"family":"Golet","given":"Francis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":463011,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Armstrong, David S. 0000-0003-1695-1233 darmstro@usgs.gov","orcid":"https://orcid.org/0000-0003-1695-1233","contributorId":1390,"corporation":false,"usgs":true,"family":"Armstrong","given":"David","email":"darmstro@usgs.gov","middleInitial":"S.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463007,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Breault, Robert F. 0000-0002-2517-407X rbreault@usgs.gov","orcid":"https://orcid.org/0000-0002-2517-407X","contributorId":2219,"corporation":false,"usgs":true,"family":"Breault","given":"Robert F.","email":"rbreault@usgs.gov","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463009,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"McCobb, Timothy D. 0000-0003-1533-847X tmccobb@usgs.gov","orcid":"https://orcid.org/0000-0003-1533-847X","contributorId":2012,"corporation":false,"usgs":true,"family":"McCobb","given":"Timothy","email":"tmccobb@usgs.gov","middleInitial":"D.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463008,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Weiskel, Peter K. pweiskel@usgs.gov","contributorId":1099,"corporation":false,"usgs":true,"family":"Weiskel","given":"Peter","email":"pweiskel@usgs.gov","middleInitial":"K.","affiliations":[{"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":463006,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70037896,"text":"sir20125034 - 2012 - Comparison of two methods for estimating base flow in selected reaches of the South Platte River, Colorado","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"sir20125034","displayToPublicDate":"2012-03-28T09:11:00","publicationYear":"2012","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":"2012-5034","title":"Comparison of two methods for estimating base flow in selected reaches of the South Platte River, Colorado","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the Colorado Water Conservation Board, compared two methods for estimating base flow in three reaches of the South Platte River between Denver and Kersey, Colorado. The two methods compared in this study are the Mass Balance and the Pilot Point methods. Base-flow estimates made with the two methods were based upon a 54-year period of record (1950 to 2003).</p>\n<p>The Mass Balance method for estimating base flow is based on a mass balance of all known inflows to and outflows from a given stream reach, with the equation being solved for groundwater flow into or out of the reach. A positive mass balance indicates a gaining reach (base flow) and a negative balance indicates a losing reach. The mass balance was calculated using daily mean streamflow, wastewater treatment plant discharge, and stream diversion data. Monthly mean base flow was calculated as the average of all daily mean mass-balance results for a given month.</p>\n<p>The Pilot Point method is based on a daily mean mass balance of all inflows to and outflows from a stream reach. The Pilot Point differs from the Mass Balance method in that extreme daily mass-balance results are constrained utilizing two analytical solutions that represent the maximum possible streamflow gain or loss. Additionally, the Pilot Point method utilizes a smoothing function, based on a moving average of the daily constrained mass-balance results. The moving average for this study utilized a moving-average period, called the bin width, of 61 days. The maximum and minimum base-flow constraints and the smoothing function are utilized to provide base-flow estimates that exhibit reasonable maximum values and temporal variability consistent with the concept of groundwater flow being gradual and slow.</p>\n<p>Both the Mass Balance and Pilot Point results provided similar patterns in annual and monthly base flow. All three reaches were indicated to be gaining reaches, particularly after about 1970, with the magnitude of base flow increasing downstream. This degree of similarity between the two methods was expected because both methods are based on a streamflow mass balance. The magnitude of estimates provided by the two methods was measurably different. The stream gains and losses estimated using the Mass Balance method were consistently more variable and of greater magnitude than those estimated using the Pilot Point method. In the Denver to Henderson reach, the median estimated annual mean base flow was 34.0 cubic feet per second (ft<sup>3</sup>/s) using the Mass Balance method and was 39.1 ft<sup>3</sup>/s using the Pilot Point method. In the Henderson to Fort Lupton reach, the median estimated annual mean base flow was 50.0 ft<sup>3</sup>/s using the Mass Balance method and was 40.0 ft<sup>3</sup>/s using the Pilot Point method. In the Fort Lupton to Kersey reach, the median estimated annual mean base flow was 234 ft<sup>3</sup>/s using the Mass Balance method and was 214 ft<sup>3</sup>/s using the Pilot Point method.</p>\n<p>The Mass Balance results were quite variable over time such that they appeared suspect with respect to the concept of groundwater flow as being gradual and slow. The large degree of variability in the day-to-day and month-to-month Mass Balance results is likely the result of many factors. These factors could include ungaged stream inflows or outflows, short-term streamflow losses to and gains from temporary bank storage, and any lag in streamflow accounting owing to streamflow lag time of flow within a reach. The Pilot Point time series results were much less variable than the Mass Balance results and extreme values were effectively constrained. Less day-to-day variability, smaller magnitude extreme values, and smoother transitions in base-flow estimates provided by the Pilot Point method are more consistent with a conceptual model of groundwater flow being gradual and slow. The Pilot Point method provided a better fit to the conceptual model of groundwater flow and appeared to provide reasonable estimates of base flow.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125034","collaboration":"Prepared in cooperation with the Colorado Water Conservation Board","usgsCitation":"Capesius, J.P., and Arnold, L., 2012, Comparison of two methods for estimating base flow in selected reaches of the South Platte River, Colorado: U.S. Geological Survey Scientific Investigations Report 2012-5034, iv, 20 p., https://doi.org/10.3133/sir20125034.","productDescription":"iv, 20 p.","onlineOnly":"Y","temporalStart":"1950-01-01","temporalEnd":"2003-12-31","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"links":[{"id":246854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5034.gif"},{"id":246852,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5034/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Colorado","otherGeospatial":"South Platte River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.58333333333333,39.583333333333336 ], [ -105.58333333333333,40.583333333333336 ], [ -104.41666666666667,40.583333333333336 ], [ -104.41666666666667,39.583333333333336 ], [ -105.58333333333333,39.583333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f8b8e4b0c8380cd4d25c","contributors":{"authors":[{"text":"Capesius, Joseph P. capesius@usgs.gov","contributorId":698,"corporation":false,"usgs":true,"family":"Capesius","given":"Joseph","email":"capesius@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":462990,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arnold, L. Rick","contributorId":101613,"corporation":false,"usgs":true,"family":"Arnold","given":"L. Rick","affiliations":[],"preferred":false,"id":462991,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70037899,"text":"sir20125029 - 2012 - Modification of selected South Carolina bridge-scour envelope curves","interactions":[],"lastModifiedDate":"2017-01-17T17:33:08","indexId":"sir20125029","displayToPublicDate":"2012-03-28T08:54:00","publicationYear":"2012","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":"2012-5029","title":"Modification of selected South Carolina bridge-scour envelope curves","docAbstract":"Historic scour was investigated at 231 bridges in the Piedmont and Coastal Plain physiographic provinces of South Carolina by the U.S. Geological Survey in cooperation with the South Carolina Department of Transportation. These investigations led to the development of field-derived envelope curves that provided supplementary tools to assess the potential for scour at bridges in South Carolina for selected scour components that included clear-water abutment, contraction, and pier scour, and live-bed pier and contraction scour. The envelope curves consist of a single curve with one explanatory variable encompassing all of the measured field data for the respective scour components. In the current investigation, the clear-water abutment-scour and live-bed contraction-scour envelope curves were modified to include a family of curves that utilized two explanatory variables, providing a means to further refine the assessment of scour potential for those specific scour components. The modified envelope curves and guidance for their application are presented in this report.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125029","collaboration":"Prepared in cooperation with the South Carolina Department of Transportation","usgsCitation":"Benedict, S., and Caldwell, A.W., 2012, Modification of selected South Carolina bridge-scour envelope curves: U.S. Geological Survey Scientific Investigations Report 2012-5029, vi, 37 p., https://doi.org/10.3133/sir20125029.","productDescription":"vi, 37 p.","additionalOnlineFiles":"Y","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":246856,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5029.jpg"},{"id":246851,"rank":100,"type":{"id":15,"text":"Index 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a5cb1e4b0c8380cd6fea1","contributors":{"authors":[{"text":"Benedict, Stephen T. benedict@usgs.gov","contributorId":3198,"corporation":false,"usgs":true,"family":"Benedict","given":"Stephen T.","email":"benedict@usgs.gov","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462994,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Caldwell, Andral W. 0000-0003-1269-5463 acaldwel@usgs.gov","orcid":"https://orcid.org/0000-0003-1269-5463","contributorId":3228,"corporation":false,"usgs":true,"family":"Caldwell","given":"Andral","email":"acaldwel@usgs.gov","middleInitial":"W.","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462995,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70037898,"text":"sir20125039 - 2012 - Flooded area and plant zonation in isolated wetlands in well fields in the Northern Tampa Bay Region, Florida, following reductions in groundwater-withdrawal rates","interactions":[],"lastModifiedDate":"2012-04-30T16:43:35","indexId":"sir20125039","displayToPublicDate":"2012-03-28T08:31:00","publicationYear":"2012","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":"2012-5039","title":"Flooded area and plant zonation in isolated wetlands in well fields in the Northern Tampa Bay Region, Florida, following reductions in groundwater-withdrawal rates","docAbstract":"<p>The extent and duration of the flooded area were compared in two reference wetlands and nine wetlands in well fields in the northern Tampa Bay region, Florida, to determine whether reductions in well-field groundwater-withdrawal rates resulted in increases in wetland flooded area. Flooded area, expressed as a percentage of the total wetland area, was used to provide a quantitative and comparable line of evidence for describing the hydrologic conditions in isolated wetlands of different sizes and locations.</p>\n<p>Flooded-area frequencies were quantified for periods with different groundwater-withdrawal rates that bracket reductions in well-field groundwater withdrawals. Four-year pre-reduction and post-reduction periods were applied to wetlands in Cypress Creek and Cross Bar Ranch well fields, whereas 3-year periods were applied to wetlands in Starkey well field. The reduced groundwater-withdrawal rates in Cypress Creek and Cross Bar Ranch well fields were 30 and 24 percent less than their pre-reduction rates, respectively. The reduced groundwater-withdrawal rate in the Starkey well field was 64 percent less. Total rainfall amounts were similar (differed by 1 percent or less) in the respective pre- and post-reduction periods, which minimized the effect that rainfall variability had on the analysis. Flooded-area patterns at the reference wetlands, which were unaffected by groundwater withdrawals, were similar during pre- and post-reduction periods, indicating that short-term rainfall variability within those periods did not affect the longer-term patterns of flooded-area extent and duration.</p>\n<p>One well-field wetland (W-33) experienced an extent and duration of flooded area similar to that observed at the reference wetlands. About 61&ndash;100 percent of W-33 was flooded 41 percent of the time during the pre-reduction period and 45 percent of the time in the post-reduction period. The amount of time the wetland was dry decreased from 40 percent in the pre-reduction period to 26 percent in the post-reduction period. The median elevation of the potentiometric surface of the Upper Floridan aquifer increased beneath this wetland by about 4 feet after reductions in groundwater-withdrawal rates.</p>\n<p>Four well-field wetlands (W-17, W-56, Starkey N, and Starkey 108) had substantial increases in the extent and duration of the flooded area after reductions in groundwater-withdrawal rates. These four wetlands were dry for 25&ndash;45 percent less time during the post-reduction period, when the pre- and post-reduction periods were compared. Up to 20 percent of W-56 was flooded more than three times as long after reductions in groundwater-withdrawal rates. All parts of W-17 were flooded for as much as 10 percent of the time in the post-reduction period. Parts of Starkey N and Starkey 108 were flooded for more than twice as much time after reductions in groundwater-withdrawal rates. The median elevation of the potentiometric surface of the Upper Floridan aquifer was about 4&ndash;8 feet higher beneath W-17 and W-56 after reductions in groundwater-withdrawal rates, whereas the median elevation increased beneath Starkey N and Starkey 108 by about 4 feet after reductions in groundwater-withdrawal rates.</p>\n<p>Four other well-field wetlands (W-41, Q-1, Starkey D, and Starkey E) were mostly dry before reductions in groundwater-withdrawal rates and remained mostly dry after the reductions. W-41 was dry 23 percent less time in the post-reduction period, but most of the increase in flooded area was confined to less than 20 percent of the total wetland area. Q-1 was dry for only 12 percent less time in the post-reduction period. The median elevation of the potentiometric surface of the Upper Floridan aquifer increased beneath W-41 by about 5 feet and beneath Q-1 by about 2 feet after reductions in groundwater-withdrawal rates. The extent and duration of the flooded area was unchanged at Starkey D when the post-reduction period was compared to the pre-reduction period. At Starkey E the extent of the flooded area decreased slightly during the post-reduction period. Even though groundwater-withdrawal rates at Starkey well field decreased in the post-reduction period, the median elevation of the potentiometric surface of the Upper Floridan aquifer did not increase beneath Starkey D and Starkey E after reductions in groundwater-withdrawal rates from this well field. Factors such as the high permeability of sediments beneath the wetlands, subsidence, or sinkholes could contribute to continued downward leakage from these four wetlands and the lack of recovery of wetland water levels.</p>\n<p>Plant zonation in the two reference wetlands and the nine well-field wetlands was described using data collected by the Southwest Florida Water Management District and Tampa Bay Water, a regional utility, in their Wetland Assessment Procedure (WAP). A scoring system was used to describe the distribution of trees, woody shrubs, and groundcover in zones at three depths along a transect line through each wetland. The locations of the three zones were identified on contoured wetland bathymetry maps and were discussed in relation to areas of the wetland bottom that flooded for different periods of time during the study. Higher scores are characteristic of a greater extent and duration of wetland flooded area.</p>\n<p>WAP scores and weighted average scores for wetland vegetation were generally consistent with the results of the flooded area analysis. The WAP scores and weighted average scores were higher overall and did not decline with time at four wetlands in well fields (W-33, W-56, Starkey N, and Starkey 108) during the years following reductions in groundwater-withdrawal rates. These four wetlands also had increases in the extent and duration of the flooded area during the post-reduction period. Scores for trees were more consistent than scores for shrubs and groundcover. WAP scores remained relatively low or generally declined at five well-field wetlands (Q-1, W-17, W-41, Starkey D, and Starkey E) during the years following reductions in groundwater-withdrawal rates, and weighted average scores either declined over time or remained low. These five wetlands either did not have an increase in the extent and duration of the flooded area, or if there was an increase, it was small.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125039","collaboration":"Prepared in cooperation with Tampa Bay Water","usgsCitation":"Haag, K.H., and Pfeiffer, W.R., 2012, Flooded area and plant zonation in isolated wetlands in well fields in the Northern Tampa Bay Region, Florida, following reductions in groundwater-withdrawal rates: U.S. Geological Survey Scientific Investigations Report 2012-5039, ix, 39 p.; Appendices, https://doi.org/10.3133/sir20125039.","productDescription":"ix, 39 p.; Appendices","onlineOnly":"Y","costCenters":[{"id":285,"text":"Florida Water Science Center","active":false,"usgs":true}],"links":[{"id":246855,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5039.jpg"},{"id":246850,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5039/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Tampa Bay Region","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82.83333333333333,27.666666666666668 ], [ -82.83333333333333,28.666666666666668 ], [ -81.83333333333333,28.666666666666668 ], [ -81.83333333333333,27.666666666666668 ], [ -82.83333333333333,27.666666666666668 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a1173e4b0c8380cd53fd2","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":462992,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pfeiffer, William R. wpfeiffer@usgs.gov","contributorId":3725,"corporation":false,"usgs":true,"family":"Pfeiffer","given":"William","email":"wpfeiffer@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":462993,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70037752,"text":"70037752 - 2012 - Optimum swimming pathways of fish spawning migrations in rivers","interactions":[],"lastModifiedDate":"2017-05-23T13:36:57","indexId":"70037752","displayToPublicDate":"2012-03-26T12:44:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1465,"text":"Ecology","active":true,"publicationSubtype":{"id":10}},"title":"Optimum swimming pathways of fish spawning migrations in rivers","docAbstract":"Fishes that swim upstream in rivers to spawn must navigate complex fluvial velocity fields to arrive at their ultimate locations. One hypothesis with substantial implications is that fish traverse pathways that minimize their energy expenditure during migration. Here we present the methodological and theoretical developments necessary to test this and similar hypotheses. First, a cost function is derived for upstream migration that relates work done by a fish to swimming drag. The energetic cost scales with the cube of a fish's relative velocity integrated along its path. By normalizing to the energy requirements of holding a position in the slowest waters at the path's origin, a cost function is derived that depends only on the physical environment and not on specifics of individual fish. Then, as an example, we demonstrate the analysis of a migration pathway of a telemetrically tracked pallid sturgeon (<i>Scaphirhynchus albus</i>) in the Missouri River (USA). The actual pathway cost is lower than 10<sup>5</sup> random paths through the surveyed reach and is consistent with the optimization hypothesis. The implication&mdash;subject to more extensive validation&mdash;is that reproductive success in managed rivers could be increased through manipulation of reservoir releases or channel morphology to increase abundance of lower-cost migration pathways.","language":"English","publisher":"Ecological Society of America","publisherLocation":"Ithaca, NY","doi":"10.1890/11-1082.1","usgsCitation":"McElroy, B., DeLonay, A., and Jacobson, R., 2012, Optimum swimming pathways of fish spawning migrations in rivers: Ecology, v. 93, no. 1, p. 29-34, https://doi.org/10.1890/11-1082.1.","productDescription":"6 p.","startPage":"29","endPage":"34","costCenters":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"links":[{"id":474541,"rank":1,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1890/11-1082.1","text":"Publisher Index Page"},{"id":246819,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"Missouri River","volume":"93","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a6f0fe4b0c8380cd75922","contributors":{"authors":[{"text":"McElroy, Brandon 0000-0002-9683-4282","orcid":"https://orcid.org/0000-0002-9683-4282","contributorId":90453,"corporation":false,"usgs":true,"family":"McElroy","given":"Brandon","email":"","affiliations":[],"preferred":false,"id":462593,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeLonay, Aaron","contributorId":49914,"corporation":false,"usgs":true,"family":"DeLonay","given":"Aaron","affiliations":[],"preferred":false,"id":462591,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jacobson, Robert","contributorId":74993,"corporation":false,"usgs":true,"family":"Jacobson","given":"Robert","affiliations":[],"preferred":false,"id":462592,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70037875,"text":"70037875 - 2012 - Estimated trichloroethene transformation rates due to naturally occurring biodegradation in a fractured-rock aquifer","interactions":[],"lastModifiedDate":"2016-11-30T11:58:06","indexId":"70037875","displayToPublicDate":"2012-03-26T12:08:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3249,"text":"Remediation Journal","active":true,"publicationSubtype":{"id":10}},"title":"Estimated trichloroethene transformation rates due to naturally occurring biodegradation in a fractured-rock aquifer","docAbstract":"Rates of trichloroethene (TCE) mass transformed by naturally occurring biodegradation processes in a fractured rock aquifer underlying a former Naval Air Warfare Center (NAWC) site in West Trenton, New Jersey, were estimated. The methodology included (1) dividing the site into eight elements of equal size and vertically integrating observed concentrations of two daughter products of TCE biodegradation&ndash;<i>cis</i>-dichloroethene (<i>cis</i>-DCE) and chloride&ndash;using water chemistry data from a network of 88 observation wells; (2) summing the molar mass of <i>cis</i>-DCE, the first biodegradation product of TCE, to provide a probable underestimate of reductive biodegradation of TCE, (3) summing the molar mass of chloride, the final product of chlorinated ethene degradation, to provide a probable overestimate of overall biodegradation. Finally, lower and higher estimates of aquifer porosities and groundwater residence times were used to estimate a range of overall transformation rates. The highest TCE transformation rates estimated using this procedure for the combined overburden and bedrock aquifers was 945 kg/yr, and the lowest was 37 kg/yr. However, hydrologic considerations suggest that approximately 100 to 500 kg/yr is the probable range for overall TCE transformation rates in this system. Estimated rates of TCE transformation were much higher in shallow overburden sediments (approximately 100 to 500 kg/yr) than in the deeper bedrock aquifer (approximately 20 to 0.15 kg/yr), which reflects the higher porosity and higher contaminant mass present in the overburden. By way of comparison, pump-and-treat operations at the NAWC site are estimated to have removed between 1,073 and 1,565 kg/yr of TCE between 1996 and 2009.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Remediation Journal","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Wiley","publisherLocation":"Hoboken, NJ","doi":"10.1002/rem.21307","usgsCitation":"Chapelle, F.H., Lacombe, P., and Bradley, P.M., 2012, Estimated trichloroethene transformation rates due to naturally occurring biodegradation in a fractured-rock aquifer: Remediation Journal, v. 22, no. 2, p. 7-20, https://doi.org/10.1002/rem.21307.","productDescription":"14 p.","startPage":"7","endPage":"20","numberOfPages":"14","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true},{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":246817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":246814,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://dx.doi.org/10.1002/rem.21307","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Jersey","city":"West Trenton","otherGeospatial":"Naval Air Warfare Center","volume":"22","issue":"2","noUsgsAuthors":false,"publicationDate":"2012-03-09","publicationStatus":"PW","scienceBaseUri":"505a0aa5e4b0c8380cd5240c","contributors":{"authors":[{"text":"Chapelle, Francis H. chapelle@usgs.gov","contributorId":1350,"corporation":false,"usgs":true,"family":"Chapelle","given":"Francis","email":"chapelle@usgs.gov","middleInitial":"H.","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true},{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462927,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lacombe, Pierre J. placombe@usgs.gov","contributorId":2486,"corporation":false,"usgs":true,"family":"Lacombe","given":"Pierre J.","email":"placombe@usgs.gov","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462928,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bradley, Paul M. 0000-0001-7522-8606 pbradley@usgs.gov","orcid":"https://orcid.org/0000-0001-7522-8606","contributorId":361,"corporation":false,"usgs":true,"family":"Bradley","given":"Paul","email":"pbradley@usgs.gov","middleInitial":"M.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462926,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70037876,"text":"70037876 - 2012 - Characterizing mercury concentrations and fluxes in a Coastal Plain watershed: Insights from dynamic modeling and data","interactions":[],"lastModifiedDate":"2020-06-19T17:02:52.022313","indexId":"70037876","displayToPublicDate":"2012-03-26T11:56:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2312,"text":"Journal of Geophysical Research","active":true,"publicationSubtype":{"id":10}},"title":"Characterizing mercury concentrations and fluxes in a Coastal Plain watershed: Insights from dynamic modeling and data","docAbstract":"Mercury (Hg) is one of the leading water quality concerns in surface waters of the United States. Although watershed-scale Hg cycling research has increased in the past two decades, advances in modeling watershed Hg processes in diverse physiographic regions, spatial scales, and land cover types are needed. The goal of this study was to assess Hg cycling in a Coastal Plain system using concentrations and fluxes estimated by multiple watershed-scale models with distinct mathematical frameworks reflecting different system dynamics. We simulated total mercury (Hg<sub>T</sub>, the sum of filtered and particulate forms) concentrations and fluxes from a Coastal Plain watershed (McTier Creek) using three watershed Hg models and an empirical load model. Model output was compared with observed in-stream Hg<sub>T</sub>. We found that shallow subsurface flow is a potentially important transport mechanism of particulate Hg<sub>T</sub> during periods when connectivity between the uplands and surface waters is maximized. Other processes (e.g., stream bank erosion, sediment re-suspension) may increase particulate Hg<sub>T</sub> in the water column. Simulations and data suggest that variable source area (VSA) flow and lack of rainfall interactions with surface soil horizons result in increased dissolved Hg<sub>T</sub> concentrations unrelated to DOC mobilization following precipitation events. Although flushing of DOC-Hg<sub>T</sub> complexes from surface soils can also occur during this period, DOC-complexed Hg<sub>T</sub> becomes more important during base flow conditions. TOPLOAD simulations highlight saturated subsurface flow as a primary driver of daily Hg<sub>T</sub> loadings, but shallow subsurface flow is important for Hg<sub>T</sub> loads during high-flow events. Results suggest limited seasonal trends in Hg<sub>T</sub> dynamics.","language":"English","publisher":"American Geophysical Union","publisherLocation":"Washington, D.C.","doi":"10.1029/2011JG001806","usgsCitation":"Golden, H., Knightes, C., Conrads, P., Davis, G.M., Feaster, T., Journey, C., Benedict, S., Brigham, M.E., and Bradley, P., 2012, Characterizing mercury concentrations and fluxes in a Coastal Plain watershed: Insights from dynamic modeling and data: Journal of Geophysical Research, v. 117, no. G1, G01006, 17 p., https://doi.org/10.1029/2011JG001806.","productDescription":"G01006, 17 p.","numberOfPages":"17","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":246818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Mctier Creek Watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.54052734375,\n              33.22949814144951\n            ],\n            [\n              -79.69482421875,\n              33.22949814144951\n            ],\n            [\n              -79.69482421875,\n              34.88593094075317\n            ],\n            [\n              -81.54052734375,\n              34.88593094075317\n            ],\n            [\n              -81.54052734375,\n              33.22949814144951\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"117","issue":"G1","noUsgsAuthors":false,"publicationDate":"2012-01-26","publicationStatus":"PW","scienceBaseUri":"5059f500e4b0c8380cd4c027","contributors":{"authors":[{"text":"Golden, H.E.","contributorId":96100,"corporation":false,"usgs":true,"family":"Golden","given":"H.E.","affiliations":[],"preferred":false,"id":462935,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knightes, C.D.","contributorId":46315,"corporation":false,"usgs":true,"family":"Knightes","given":"C.D.","affiliations":[],"preferred":false,"id":462931,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Conrads, P.A.","contributorId":57493,"corporation":false,"usgs":true,"family":"Conrads","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":462933,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Davis, G. M.","contributorId":7510,"corporation":false,"usgs":false,"family":"Davis","given":"G.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":462929,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Feaster, T.D.","contributorId":49191,"corporation":false,"usgs":true,"family":"Feaster","given":"T.D.","affiliations":[],"preferred":false,"id":462932,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Journey, C.A. 0000-0002-2284-5851","orcid":"https://orcid.org/0000-0002-2284-5851","contributorId":106158,"corporation":false,"usgs":true,"family":"Journey","given":"C.A.","affiliations":[],"preferred":false,"id":462937,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Benedict, S.T.","contributorId":97155,"corporation":false,"usgs":true,"family":"Benedict","given":"S.T.","email":"","affiliations":[],"preferred":false,"id":462936,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Brigham, M. E.","contributorId":87535,"corporation":false,"usgs":true,"family":"Brigham","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":462934,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Bradley, P. M. 0000-0001-7522-8606","orcid":"https://orcid.org/0000-0001-7522-8606","contributorId":29465,"corporation":false,"usgs":true,"family":"Bradley","given":"P. M.","affiliations":[],"preferred":false,"id":462930,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":70037885,"text":"ofr20121053 - 2012 - Bibliography of groundwater resources of the glacial aquifer systems in Washington, Idaho, and northwestern Montana, 1905-2011","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"ofr20121053","displayToPublicDate":"2012-03-26T10:47:00","publicationYear":"2012","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":"2012-1053","title":"Bibliography of groundwater resources of the glacial aquifer systems in Washington, Idaho, and northwestern Montana, 1905-2011","docAbstract":"The U.S. Geological Survey Groundwater Resources Program is undertaking a series of regional groundwater availability studies to improve our understanding of groundwater availability in major aquifers across the Nation. One of the objectives of the Glacial Principal Aquifers study (proposed) is to provide information on the occurrence of groundwater in glacial aquifers in the United States, an area that includes parts of the northern continental States and much of Alaska. Toward this effort, a literature search was conducted to identify readily available documents that describe the occurrence of groundwater in glacial aquifers in the United States. This bibliography provides citations for documents, as well as codes indicating types of information available in each, for Washington, Idaho, and northwestern Montana&mdash;an area corresponding approximately to the southern extent of the Cordilleran ice sheet.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20121053","usgsCitation":"Kahle, S.C., and Futornick, Z.O., 2012, Bibliography of groundwater resources of the glacial aquifer systems in Washington, Idaho, and northwestern Montana, 1905-2011: U.S. Geological Survey Open-File Report 2012-1053, iv, 32 p., https://doi.org/10.3133/ofr20121053.","productDescription":"iv, 32 p.","numberOfPages":"32","temporalStart":"1905-01-01","temporalEnd":"2011-12-31","costCenters":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"links":[{"id":246820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2012_1053.jpg"},{"id":246812,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2012/1053/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Washington;Idaho;Montana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -125,44 ], [ -125,49 ], [ -112.5,49 ], [ -112.5,44 ], [ -125,44 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f0ffe4b0c8380cd4a9e1","contributors":{"authors":[{"text":"Kahle, Sue C. 0000-0003-1262-4446 sckahle@usgs.gov","orcid":"https://orcid.org/0000-0003-1262-4446","contributorId":3096,"corporation":false,"usgs":true,"family":"Kahle","given":"Sue","email":"sckahle@usgs.gov","middleInitial":"C.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Futornick, Zoe O.","contributorId":57306,"corporation":false,"usgs":true,"family":"Futornick","given":"Zoe","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":462971,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70154848,"text":"70154848 - 2012 - Heterogeneous detection probabilities for imperiled Missouri River fishes: implications for large-river monitoring programs","interactions":[],"lastModifiedDate":"2015-07-10T10:51:30","indexId":"70154848","displayToPublicDate":"2012-03-22T12:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1497,"text":"Endangered Species Research","active":true,"publicationSubtype":{"id":10}},"title":"Heterogeneous detection probabilities for imperiled Missouri River fishes: implications for large-river monitoring programs","docAbstract":"<p>Occupancy modeling was used to determine (1) if detection probabilities (p) for 7 regionally imperiled Missouri River fishes (Scaphirhynchus albus, Scaphirhynchus platorynchus, Cycleptus elongatus, Sander canadensis, Macrhybopsis aestivalis, Macrhybopsis gelida, and Macrhybopsis meeki) differed among gear types (i.e. stationary gill nets, drifted trammel nets, and otter trawls), and (2) how detection probabilities were affected by habitat (i.e. pool, bar, and open water), longitudinal position (five 189 to 367 rkm long segments), sampling year (2003 to 2006), and season (July 1 to October 30 and October 31 to June 30). Adult, large-bodied fishes were best detected with gill nets (p: 0.02&ndash;0.74), but most juvenile large-bodied and all small-bodied species were best detected with otter trawls (p: 0.02&ndash;0.58). Trammel nets may be a redundant sampling gear for imperiled fishes in the lower Missouri River because most species had greater detection probabilities with gill nets or otter trawls. Detection probabilities varied with river segment for S. platorynchus, C. elongatus, and all small-bodied fishes, suggesting that changes in habitat influenced gear efficiency or abundance changes among river segments. Detection probabilities varied by habitat for adult S. albus and S. canadensis, year for juvenile S. albus, C. elongatus, and S. canadensis, and season for adult S. albus. Concentrating sampling effort on gears with the greatest detection probabilities may increase species detections to better monitor a population's response to environmental change and the effects of management actions on large-river fishes.</p>","language":"English","publisher":"Inter-Research","publisherLocation":"Oldendorf, Germany","doi":"10.3354/esr00399","usgsCitation":"Schloesser, J., Paukert, C.P., Doyle, W., Hill, T.D., Steffensen, K., and Travnichek, V.H., 2012, Heterogeneous detection probabilities for imperiled Missouri River fishes: implications for large-river monitoring programs: Endangered Species Research, v. 16, p. 211-224, https://doi.org/10.3354/esr00399.","productDescription":"14 p.","startPage":"211","endPage":"224","numberOfPages":"14","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-029977","costCenters":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"links":[{"id":474544,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.3354/esr00399","text":"Publisher Index Page"},{"id":305649,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"16","publishingServiceCenter":{"id":8,"text":"Raleigh PSC"},"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"55a0ecb2e4b0183d66e43040","contributors":{"authors":[{"text":"Schloesser, J.T.","contributorId":140678,"corporation":false,"usgs":false,"family":"Schloesser","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":564590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Paukert, Craig P. 0000-0002-9369-8545 cpaukert@usgs.gov","orcid":"https://orcid.org/0000-0002-9369-8545","contributorId":879,"corporation":false,"usgs":true,"family":"Paukert","given":"Craig","email":"cpaukert@usgs.gov","middleInitial":"P.","affiliations":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"preferred":true,"id":564262,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Doyle, W.J.","contributorId":140679,"corporation":false,"usgs":false,"family":"Doyle","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":564591,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hill, Tracy D.","contributorId":145552,"corporation":false,"usgs":false,"family":"Hill","given":"Tracy","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":564592,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Steffensen, K.D.","contributorId":140680,"corporation":false,"usgs":false,"family":"Steffensen","given":"K.D.","affiliations":[],"preferred":false,"id":564593,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Travnichek, Vincent H.","contributorId":111523,"corporation":false,"usgs":true,"family":"Travnichek","given":"Vincent","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":564594,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70188329,"text":"70188329 - 2012 - The regional abundance and size distribution of lakes and reservoirs in the United States and implication for estimates of global lake extent","interactions":[],"lastModifiedDate":"2017-06-06T14:28:04","indexId":"70188329","displayToPublicDate":"2012-03-22T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2620,"text":"Limnology and Oceanography","active":true,"publicationSubtype":{"id":10}},"title":"The regional abundance and size distribution of lakes and reservoirs in the United States and implication for estimates of global lake extent","docAbstract":"<p><span>We analyzed complete geospatial data for the 3.5 million lakes and reservoirs larger than 0.001 km</span><sup>2</sup><span>, with a combined surface area of 131,000 km</span><sup>2</sup><span>, in the contiguous United States (excluding the Laurentian Great Lakes) and identified their regional distribution characteristics. For Alaska, we also analyzed (1) incomplete data that suggest that the state contains 1–2.5 million lakes larger than 0.001 km</span><sup>2</sup><span> covering over 50,000 km</span><sup>2</sup><span> and (2) localized high-resolution (5 m) data that suggest that the number of very small water bodies (&lt; 0.001 km</span><sup>2</sup><span>) may be comparable with the number of lakes &gt; 0.001 km</span><sup>2</sup><span> in some areas. The Pareto distribution cannot accurately describe the lake abundance-size relationship across the entire size spectrum, and extrapolation of this density function to small size classes has likely resulted in the overestimation of the number of small lakes in the world. While small water bodies dominate in terms of numbers, they are not numerous enough to dominate in terms of surface area, as has been previously suggested. Extending our results to the global scale suggests that there are on the order of 64 million water bodies larger than 0.001 km</span><sup>2</sup><span> in the world, with a total surface area of approximately 3.8 million km</span><sup>2</sup><span>.</span></p>","language":"English","publisher":"Nature Geoscience","doi":"10.4319/lo.2012.57.2.0597","usgsCitation":"McDonald, C.P., Rover, J., Stets, E., and Striegl, R.G., 2012, The regional abundance and size distribution of lakes and reservoirs in the United States and implication for estimates of global lake extent: Limnology and Oceanography, v. 57, no. 2, p. 597-606, https://doi.org/10.4319/lo.2012.57.2.0597.","productDescription":"10 p. ","startPage":"597","endPage":"606","ipdsId":"IP-031131","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"links":[{"id":474545,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.4319/lo.2012.57.2.0597","text":"Publisher Index Page"},{"id":342162,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States 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(Geography)","active":false,"usgs":true}],"preferred":false,"id":697237,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stets, Edward G. estets@usgs.gov","contributorId":3593,"corporation":false,"usgs":true,"family":"Stets","given":"Edward G.","email":"estets@usgs.gov","affiliations":[],"preferred":false,"id":697236,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Striegl, Robert G. 0000-0002-8251-4659 rstriegl@usgs.gov","orcid":"https://orcid.org/0000-0002-8251-4659","contributorId":1630,"corporation":false,"usgs":true,"family":"Striegl","given":"Robert","email":"rstriegl@usgs.gov","middleInitial":"G.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","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":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true}],"preferred":false,"id":697238,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70037870,"text":"fs20113139 - 2012 - Groundwater quality in the San Fernando--San Gabriel groundwater basins, California","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"fs20113139","displayToPublicDate":"2012-03-22T00:00:00","publicationYear":"2012","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":"2011-3139","title":"Groundwater quality in the San Fernando--San Gabriel groundwater basins, California","docAbstract":"Groundwater provides more than 40 percent of California's drinking water. To protect this vital resource, the State of California created the Groundwater Ambient Monitoring and Assessment (GAMA) Program. The Priority Basin Project of the GAMA Program provides a comprehensive assessment of the State's groundwater quality and increases public access to groundwater-quality information. The San Fernando and San Gabriel groundwater basins constitute one of the study units being evaluated.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20113139","collaboration":"U.S. Geological Survey and the California State Water Resources Control Board","usgsCitation":"Kulongoski, J., and Belitz, K., 2012, Groundwater quality in the San Fernando--San Gabriel groundwater basins, California: U.S. Geological Survey Fact Sheet 2011-3139, 4 p., https://doi.org/10.3133/fs20113139.","productDescription":"4 p.","startPage":"1","endPage":"4","numberOfPages":"4","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":246804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2011_3139.jpg"},{"id":246801,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2011/3139/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"San Fernando Groundwater Basin;San Gabriel Groundwater Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a2db7e4b0c8380cd5bfcd","contributors":{"authors":[{"text":"Kulongoski, Justin T. 0000-0002-3498-4154","orcid":"https://orcid.org/0000-0002-3498-4154","contributorId":94750,"corporation":false,"usgs":true,"family":"Kulongoski","given":"Justin T.","affiliations":[],"preferred":false,"id":462919,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"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":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":503,"text":"Office of Water Quality","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462918,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70037868,"text":"sir20115206 - 2012 - Status of groundwater quality in the San Fernando--San Gabriel study unit, 2005--California GAMA Priority Basin Project","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"sir20115206","displayToPublicDate":"2012-03-22T00:00:00","publicationYear":"2012","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":"2011-5206","title":"Status of groundwater quality in the San Fernando--San Gabriel study unit, 2005--California GAMA Priority Basin Project","docAbstract":"Groundwater quality in the approximately 460-square-mile San Fernando--San Gabriel (FG) study unit was investigated as part of the Priority Basin Project of the Groundwater Ambient Monitoring and Assessment (GAMA) Program. The study area is in Los Angeles County and includes Tertiary-Quaternary sedimentary basins situated within the Transverse Ranges of southern California. The GAMA Priority Basin Project is being conducted by the California State Water Resources Control Board in collaboration with the U.S. Geological Survey (USGS) and the Lawrence Livermore National Laboratory. The GAMA FG study was designed to provide a spatially unbiased assessment of the quality of untreated (raw) groundwater in the primary aquifer systems (hereinafter referred to as primary aquifers) throughout California. The assessment is based on water-quality and ancillary data collected in 2005 by the USGS from 35 wells and on water-quality data from the California Department of Public Health (CDPH) database. The primary aquifers were defined by the depth interval of the wells listed in the CDPH database for the FG study unit. The quality of groundwater in primary aquifers may be different from that in the shallower or deeper water-bearing zones; shallow groundwater may be more vulnerable to surficial contamination. This study assesses the status of the current quality of the groundwater resource by using data from samples analyzed for volatile organic compounds (VOCs), pesticides, and naturally occurring inorganic constituents, such as major ions and trace elements. This status assessment is intended to characterize the quality of groundwater resources in the primary aquifers of the FG study unit, not the treated drinking water delivered to consumers by water purveyors.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20115206","collaboration":"Prepared in cooperation with the California State Water Resources Control Board A product of the California Groundwater Ambient Monitoring and Assessment (GAMA) Program","usgsCitation":"Land, M., Kulongoski, J., and Belitz, K., 2012, Status of groundwater quality in the San Fernando--San Gabriel study unit, 2005--California GAMA Priority Basin Project: U.S. Geological Survey Scientific Investigations Report 2011-5206, viii, 48 p.; Appendices, https://doi.org/10.3133/sir20115206.","productDescription":"viii, 48 p.; Appendices","startPage":"i","endPage":"66","numberOfPages":"66","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":246803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2011_5206.jpg"},{"id":246802,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2011/5206/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b97cce4b08c986b31bc89","contributors":{"authors":[{"text":"Land, Michael 0000-0001-5141-0307","orcid":"https://orcid.org/0000-0001-5141-0307","contributorId":56613,"corporation":false,"usgs":true,"family":"Land","given":"Michael","affiliations":[],"preferred":false,"id":462916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kulongoski, Justin T. 0000-0002-3498-4154","orcid":"https://orcid.org/0000-0002-3498-4154","contributorId":94750,"corporation":false,"usgs":true,"family":"Kulongoski","given":"Justin T.","affiliations":[],"preferred":false,"id":462917,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"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":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","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}],"preferred":true,"id":462915,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70038536,"text":"70038536 - 2012 - Deer Flat National Wildlife Refuge: Lake Lowell water based recreation data summary","interactions":[],"lastModifiedDate":"2016-07-29T12:27:02","indexId":"70038536","displayToPublicDate":"2012-03-21T10:30:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"title":"Deer Flat National Wildlife Refuge: Lake Lowell water based recreation data summary","docAbstract":"<p>Introduction: Established in 1909, Deer Flat National Wildlife Refuge is one of the oldest refuges in the National Wildlife Refuge System. The Refuge has two units, Lake Lowell and the Snake River Islands. The Lake Lowell Unit is 10,636 acres and includes the almost 9,000-acre Lake Lowell and surrounding lands. The Refuge offers the six priority wildlife-dependent activities (fishing, hunting, wildlife observation, wildlife interpretation, wildlife photography and environmental education) as defined in The National Wildlife Refuge System Administration Act as amended by the Refuge System Improvement Act of 1997 as well as other non-wildlife-dependent activities. The purpose of this study is to describe use characteristics of recreational boaters on Lake Lowell. This study does not address use in other parts of the Refuge or other recreational activities. The sampling and data collection consisted of observations of boat activity made from fixed vantage points on the west and east pools of Lake Lowell to develop vessels-at-one-time (VAOT) estimates for three areas: the West Pool, the Headquarters section of the East Pool, and the East section of the East Pool. A complete description of the sampling locations and a map are provided below Traffic counters were also used to collect data on the number of vehicles entering the parking lots. Data were collected between April 15 and September 30, 2011.</p>","publisherLocation":"Reston, VA","usgsCitation":"Schuster, R., 2012, Deer Flat National Wildlife Refuge: Lake Lowell water based recreation data summary.","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-037988","costCenters":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"links":[{"id":325824,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":325823,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://www.fws.gov/uploadedFiles/Region_1/NWRS/Zone_2/Deer_Flat/Documents/Appendix%20L%20Deer%20Flat%20FCCP_sm.EIS.pdf"}],"country":"United States","state":"Idaho","otherGeospatial":"Lake Lowell","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.57867431640624,\n              43.523410314985455\n            ],\n            [\n              -116.59000396728516,\n              43.52216559741784\n            ],\n            [\n              -116.59446716308592,\n              43.52838892844328\n            ],\n            [\n              -116.59858703613281,\n              43.536104967254566\n            ],\n            [\n              -116.60064697265625,\n              43.543073444106525\n            ],\n            [\n              -116.60579681396484,\n              43.55228055320695\n            ],\n            [\n              -116.61849975585938,\n              43.55451990763498\n            ],\n            [\n              -116.64081573486328,\n              43.55924716038612\n            ],\n            [\n              -116.64905548095702,\n              43.56372526826544\n            ],\n            [\n              -116.65180206298828,\n              43.57168552708072\n            ],\n            [\n              -116.66313171386719,\n              43.57069055225934\n            ],\n            [\n              -116.6758346557617,\n              43.577406313314974\n            ],\n            [\n              -116.6758346557617,\n              43.59083558861119\n            ],\n            [\n              -116.6923141479492,\n              43.59481405781924\n            ],\n            [\n              -116.72012329101564,\n              43.600035399518525\n            ],\n            [\n              -116.74724578857422,\n              43.5823804682817\n            ],\n            [\n              -116.7520523071289,\n              43.577157594779464\n            ],\n            [\n              -116.75170898437501,\n              43.57044180598564\n            ],\n            [\n              -116.73728942871094,\n              43.563974042277\n            ],\n            [\n              -116.72355651855469,\n              43.56123747164742\n            ],\n            [\n              -116.71566009521484,\n              43.55775438379294\n            ],\n            [\n              -116.70604705810547,\n              43.54431773022229\n            ],\n            [\n              -116.69162750244139,\n              43.53510940481582\n            ],\n            [\n              -116.6696548461914,\n              43.530629170442424\n            ],\n            [\n              -116.6524887084961,\n              43.5281400075293\n            ],\n            [\n              -116.62811279296875,\n              43.51619059561272\n            ],\n            [\n              -116.60785675048828,\n              43.509966006217816\n            ],\n            [\n              -116.58210754394531,\n              43.50672896600787\n            ],\n            [\n              -116.57215118408205,\n              43.50797400201761\n            ],\n            [\n              -116.57146453857423,\n              43.514198796857976\n            ],\n            [\n              -116.57386779785155,\n              43.52365925541725\n            ],\n            [\n              -116.57970428466797,\n              43.522414542985864\n            ],\n            [\n              -116.57867431640624,\n              43.523410314985455\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"579c7e2ae4b0589fa1ca11d2","contributors":{"authors":[{"text":"Schuster, Rudy M.","contributorId":92405,"corporation":false,"usgs":true,"family":"Schuster","given":"Rudy M.","affiliations":[],"preferred":false,"id":643983,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70037861,"text":"ds678 - 2012 - Data collection and compilation for a geodatabase of groundwater, surface-water, water-quality, geophysical, and geologic data, Pecos County Region, Texas, 1930-2011","interactions":[],"lastModifiedDate":"2016-08-08T09:13:19","indexId":"ds678","displayToPublicDate":"2012-03-21T09:26:00","publicationYear":"2012","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":"678","title":"Data collection and compilation for a geodatabase of groundwater, surface-water, water-quality, geophysical, and geologic data, Pecos County Region, Texas, 1930-2011","docAbstract":"<p>The U.S. Geological Survey, in cooperation with Middle Pecos Groundwater Conservation District, Pecos County, City of Fort Stockton, Brewster County, and Pecos County Water Control and Improvement District No. 1, compiled groundwater, surface-water, water-quality, geophysical, and geologic data for site locations in the Pecos County region, Texas, and developed a geodatabase to facilitate use of this information. Data were compiled for an approximately 4,700 square mile area of the Pecos County region, Texas. The geodatabase contains data from 8,242 sampling locations; it was designed to organize and store field-collected geochemical and geophysical data, as well as digital database resources from the U.S. Geological Survey, Middle Pecos Groundwater Conservation District, Texas Water Development Board, Texas Commission on Environmental Quality,and numerous other State and local databases. The geodatabase combines these disparate database resources into a simple data model. Site locations are geospatially enabled and stored in a geodatabase feature class for cartographic visualization and spatial analysis within a Geographic Information System. The sampling locations are related to hydrogeologic information through the use of geodatabase relationship classes. The geodatabase relationship classes provide the ability to perform complex spatial and data-driven queries to explore data stored in the geodatabase.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ds678","collaboration":"Prepared in cooperation with the Middle Pecos Groundwater Conservation District, Pecos County, City of Fort Stockton, Brewster County, and Pecos County Water Control and Improvement District No. 1","usgsCitation":"Pearson, D., Bumgarner, J.R., Houston, N.A., Stanton, G.P., Teeple, A., and Thomas, J.V., 2012, Data collection and compilation for a geodatabase of groundwater, surface-water, water-quality, geophysical, and geologic data, Pecos County Region, Texas, 1930-2011: U.S. Geological Survey Data Series 678, v, 67 p., https://doi.org/10.3133/ds678.","productDescription":"v, 67 p.","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1930-01-01","temporalEnd":"2011-12-31","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":246789,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ds_678.gif"},{"id":246787,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/678/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Texas","county":"Pecos","otherGeospatial":"Pecos County Region","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104,29.583333333333332 ], [ -104,31.666666666666668 ], [ -101.58333333333333,31.666666666666668 ], [ -101.58333333333333,29.583333333333332 ], [ -104,29.583333333333332 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059fd6ee4b0c8380cd4e81c","contributors":{"authors":[{"text":"Pearson, Daniel K.","contributorId":52014,"corporation":false,"usgs":true,"family":"Pearson","given":"Daniel K.","affiliations":[],"preferred":false,"id":462903,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bumgarner, Johnathan R. jbumgarner@usgs.gov","contributorId":5378,"corporation":false,"usgs":true,"family":"Bumgarner","given":"Johnathan","email":"jbumgarner@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":462902,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Houston, Natalie A. 0000-0002-6071-4545 nhouston@usgs.gov","orcid":"https://orcid.org/0000-0002-6071-4545","contributorId":1682,"corporation":false,"usgs":true,"family":"Houston","given":"Natalie","email":"nhouston@usgs.gov","middleInitial":"A.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"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":462899,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Teeple, Andrew   0000-0003-1781-8354 apteeple@usgs.gov","orcid":"https://orcid.org/0000-0003-1781-8354","contributorId":1399,"corporation":false,"usgs":true,"family":"Teeple","given":"Andrew  ","email":"apteeple@usgs.gov","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462898,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Thomas, Jonathan V. 0000-0003-0903-9713 jvthomas@usgs.gov","orcid":"https://orcid.org/0000-0003-0903-9713","contributorId":2194,"corporation":false,"usgs":true,"family":"Thomas","given":"Jonathan","email":"jvthomas@usgs.gov","middleInitial":"V.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462901,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70037765,"text":"70037765 - 2012 - Life histories, salinity zones, and sublethal contributions of contaminants to pelagic fish declines illustrated with a case study of San Francisco Estuary, California, USA","interactions":[],"lastModifiedDate":"2020-12-29T20:25:56.19123","indexId":"70037765","displayToPublicDate":"2012-03-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1584,"text":"Estuaries and Coasts","active":true,"publicationSubtype":{"id":10}},"title":"Life histories, salinity zones, and sublethal contributions of contaminants to pelagic fish declines illustrated with a case study of San Francisco Estuary, California, USA","docAbstract":"<p><span>Human effects on estuaries are often associated with major decreases in abundance of aquatic species. However, remediation priorities are difficult to identify when declines result from multiple stressors with interacting sublethal effects. The San Francisco Estuary offers a useful case study of the potential role of contaminants in declines of organisms because the waters of its delta chronically violate legal water quality standards; however, direct effects of contaminants on fish species are rarely observed. Lack of direct lethality in the field has prevented consensus that contaminants may be one of the major drivers of coincident but unexplained declines of fishes with differing life histories and habitats (anadromous, brackish, and freshwater). Our review of available evidence indicates that examining the effects of contaminants and other stressors on specific life stages in different seasons and salinity zones of the estuary is critical to identifying how several interacting stressors could contribute to a general syndrome of declines. Moreover, warming water temperatures of the magnitude projected by climate models increase metabolic rates of ectotherms, and can hasten elimination of some contaminants. However, for other pollutants, concurrent increases in respiratory rate or food intake result in higher doses per unit time without changes in the contaminant concentrations in the water. Food limitation and energetic costs of osmoregulating under altered salinities further limit the amount of energy available to fish; this energy must be redirected from growth and reproduction toward pollutant avoidance, enzymatic detoxification, or elimination. Because all of these processes require energy, bioenergetics methods are promising for evaluating effects of sublethal contaminants in the presence of other stressors, and for informing remediation. Predictive models that evaluate the direct and indirect effects of contaminants will be possible when data become available on energetic costs of exposure to contaminants given simultaneous exposure to non-contaminant stressors.</span></p>","language":"English","publisher":"Springer","doi":"10.1007/s12237-011-9459-6","usgsCitation":"Brooks, M.L., Fleishman, E., Brown, L.R., Lehman, P.W., Werner, I., Scholz, N., Michelmore, C., Loworn, J.R., Johnson, M.L., and Schlenk, D., 2012, Life histories, salinity zones, and sublethal contributions of contaminants to pelagic fish declines illustrated with a case study of San Francisco Estuary, California, USA: Estuaries and Coasts, v. 35, no. 2, p. 603-621, https://doi.org/10.1007/s12237-011-9459-6.","productDescription":"19 p.","startPage":"603","endPage":"621","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":474548,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"http://hdl.handle.net/10211.3/130173","text":"External Repository"},{"id":381743,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","city":"San Francisco","otherGeospatial":"San Francisco Estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.01940917968751,\n              37.26968150969715\n            ],\n            [\n              -121.3275146484375,\n              37.26968150969715\n            ],\n            [\n              -121.3275146484375,\n              38.32011084501538\n            ],\n            [\n              -123.01940917968751,\n              38.32011084501538\n            ],\n            [\n              -123.01940917968751,\n              37.26968150969715\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"35","issue":"2","noUsgsAuthors":false,"publicationDate":"2011-11-23","publicationStatus":"PW","scienceBaseUri":"505a4756e4b0c8380cd67823","contributors":{"authors":[{"text":"Brooks, Marjorie L.","contributorId":30108,"corporation":false,"usgs":true,"family":"Brooks","given":"Marjorie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":462647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fleishman, Erica","contributorId":11863,"corporation":false,"usgs":true,"family":"Fleishman","given":"Erica","affiliations":[],"preferred":false,"id":462645,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, Larry R. 0000-0001-6702-4531 lrbrown@usgs.gov","orcid":"https://orcid.org/0000-0001-6702-4531","contributorId":1717,"corporation":false,"usgs":true,"family":"Brown","given":"Larry","email":"lrbrown@usgs.gov","middleInitial":"R.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462644,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lehman, Peggy W.","contributorId":96168,"corporation":false,"usgs":false,"family":"Lehman","given":"Peggy","email":"","middleInitial":"W.","affiliations":[{"id":7101,"text":"California Department of Water Resources, Geodetic Branch","active":true,"usgs":false}],"preferred":false,"id":462651,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Werner, Inge","contributorId":38030,"corporation":false,"usgs":true,"family":"Werner","given":"Inge","email":"","affiliations":[],"preferred":false,"id":462648,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Scholz, Nathaniel","contributorId":22639,"corporation":false,"usgs":true,"family":"Scholz","given":"Nathaniel","affiliations":[],"preferred":false,"id":462646,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Michelmore, Carys","contributorId":91756,"corporation":false,"usgs":true,"family":"Michelmore","given":"Carys","email":"","affiliations":[],"preferred":false,"id":462650,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Loworn, James R.","contributorId":57329,"corporation":false,"usgs":true,"family":"Loworn","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":462649,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Johnson, Michael L.","contributorId":97781,"corporation":false,"usgs":true,"family":"Johnson","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":462652,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Schlenk, Daniel","contributorId":99845,"corporation":false,"usgs":true,"family":"Schlenk","given":"Daniel","affiliations":[],"preferred":false,"id":462653,"contributorType":{"id":1,"text":"Authors"},"rank":10}]}}
,{"id":70037777,"text":"70037777 - 2012 - Enhanced dichloroethene biodegradation in fractured rock under biostimulated and bioaugmented conditions","interactions":[],"lastModifiedDate":"2021-01-05T17:53:42.604623","indexId":"70037777","displayToPublicDate":"2012-03-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3249,"text":"Remediation Journal","active":true,"publicationSubtype":{"id":10}},"title":"Enhanced dichloroethene biodegradation in fractured rock under biostimulated and bioaugmented conditions","docAbstract":"Significant microbial reductive dechlorination of [1,2 <sup>14</sup>C] cis-dichloroethene (DCE) was observed in anoxic microcosms prepared with unamended, fractured rock aquifer materials, which were colonized in situ at multiple depths in two boreholes at the Naval Air Warfare Center (NAWC) in West Trenton, New Jersey. The lack of significant reductive dechlorination in corresponding water-only treatments indicated that chlororespiration activity in unamended, fractured rock treatments was primarily associated with colonized core material. In these unamended fractured rock microcosms, activity was highest in the shallow zones and generally decreased with increasing depth. Electron-donor amendment (biostimulation) enhanced chlororespiration in some but not all treatments. In contrast, combining electron-donor amendment with KB1 amendment (bioaugmentation) enhanced chlororespiration in all treatments and substantially reduced the variability in chlororespiration activity both within and between treatments. These results indicate (1) that a potential for chlororespiration-based bioremediation exists at NAWC Trenton but is limited under nonengineered conditions, (2) that the limitation on chlororespiration activity is not entirely due to electron-donor availability, and (3) that a bioaugmentation approach can substantially enhance in situ bioremediation if the requisite amendments can be adequately distributed throughout the fractured rock matrix.","language":"English","publisher":"Wiley","doi":"10.1002/rem.21308","usgsCitation":"Bradley, P.M., Journey, C.A., Kirshtein, J.D., Voytek, M.A., Lacombe, P., Imbrigiotta, T., Chapelle, F.H., Tiedeman, C.R., and Goode, D., 2012, Enhanced dichloroethene biodegradation in fractured rock under biostimulated and bioaugmented conditions: Remediation Journal, v. 22, no. 2, p. 21-32, https://doi.org/10.1002/rem.21308.","productDescription":"12 p.","startPage":"21","endPage":"32","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":381882,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New Jersey","city":"West Trenton","otherGeospatial":"Naval Air Warfare Center","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.89791870117188,\n              40.12166558618826\n            ],\n            [\n              -74.49623107910156,\n              40.12166558618826\n            ],\n            [\n              -74.49623107910156,\n              40.26171271360677\n            ],\n            [\n              -74.89791870117188,\n              40.26171271360677\n            ],\n            [\n              -74.89791870117188,\n              40.12166558618826\n            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Center","active":true,"usgs":true},{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462689,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kirshtein, Julie D.","contributorId":26033,"corporation":false,"usgs":true,"family":"Kirshtein","given":"Julie","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":462690,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Voytek, Mary A.","contributorId":91943,"corporation":false,"usgs":true,"family":"Voytek","given":"Mary","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":462692,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Lacombe, Pierre J. placombe@usgs.gov","contributorId":2486,"corporation":false,"usgs":true,"family":"Lacombe","given":"Pierre J.","email":"placombe@usgs.gov","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462688,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Imbrigiotta, Thomas E. 0000-0003-1716-4768 timbrig@usgs.gov","orcid":"https://orcid.org/0000-0003-1716-4768","contributorId":2466,"corporation":false,"usgs":true,"family":"Imbrigiotta","given":"Thomas E.","email":"timbrig@usgs.gov","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":462687,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Chapelle, Francis H. chapelle@usgs.gov","contributorId":1350,"corporation":false,"usgs":true,"family":"Chapelle","given":"Francis","email":"chapelle@usgs.gov","middleInitial":"H.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true},{"id":559,"text":"South Carolina Water Science 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Center","active":true,"usgs":true}],"preferred":false,"id":462686,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":70037817,"text":"70037817 - 2012 - Sea-level history during the Last Interglacial complex on San Nicolas Island, California: implications for glacial isostatic adjustment processes, paleozoogeography and tectonics","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"70037817","displayToPublicDate":"2012-03-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3219,"text":"Quaternary Science Reviews","active":true,"publicationSubtype":{"id":10}},"title":"Sea-level history during the Last Interglacial complex on San Nicolas Island, California: implications for glacial isostatic adjustment processes, paleozoogeography and tectonics","docAbstract":"San Nicolas Island, California has one of the best records of fossiliferous Quaternary marine terraces in North America, with at least fourteen terraces rising to an elevation of ~270 m above present-day sea level. In our studies of the lowest terraces, we identified platforms at 38-36 m (terrace 2a), 33-28 m (terrace 2b), and 13-8 m (terrace 1). Uranium-series dating of solitary corals from these terraces yields three clusters of ages: ~120 ka on terrace 2a (marine isotope stage [MIS] 5.5), ~120 and ~100 ka on terrace 2b (MIS 5.5 and 5.3), and ~80 ka (MIS 5.1) on terrace 1. We conclude that corals on terrace 2b that date to ~120 ka were reworked from a formerly broader terrace 2a during the ~100 ka sea stand. Fossil faunas differ on the three terraces. Isolated fragments of terrace 2a have a fauna similar to that of modern waters surrounding San Nicolas Island. A mix of extralimital southern and extralimital northern species is found on terrace 2b, and extralimital northern species are on terrace 1. On terrace 2b, with its mixed faunas, extralimital southern species, indicating warmer than present waters, are interpreted to be from the ~120 ka high sea stand, reworked from terrace 2a. The extralimital northern species on terrace 2b, indicating cooler than present waters, are interpreted to be from the ~100 ka sea stand. The abundant extralimital northern species on terrace 1 indicate cooler than present waters at ~80 ka. Using the highest elevations of the ~120 ka platform of terrace 2a, and assuming a paleo-sea level of +6 m based on previous studies, San Nicolas Island has experienced late Quaternary uplift rates of ~0.25-0.27 m/ka. These uplift rates, along with shoreline angle elevations and ages of terrace 2b (~100 ka) and terrace 1 (~80 ka) yield relative (local) paleo-sea level elevations of +2 to +6 m for the ~100 ka sea stand and -11 to -12 m for the ~80 ka sea stand. These estimates are significantly higher than those reported for the ~100 ka and ~80 ka sea stands on New Guinea and Barbados. Numerical models of the glacial isostatic adjustment (GIA) process presented here demonstrate that these differences in the high stands are expected, given the variable geographic distances between the sites and the former Laurentide and Cordilleran ice sheets. Moreover, the numerical results show that the absolute and differential elevations of the observed high stands provide a potentially important constraint on ice volumes during this time interval and on Earth structure.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Quaternary Science Reviews","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","publisherLocation":"Amsterdam, Netherlands","doi":"10.1016/j.quascirev.2012.01.010","usgsCitation":"Muhs, D.R., Simmons, K., Schumann, R.R., Groves, L., Mitrovica, J.X., and Laurel, D., 2012, Sea-level history during the Last Interglacial complex on San Nicolas Island, California: implications for glacial isostatic adjustment processes, paleozoogeography and tectonics: Quaternary Science Reviews, v. 37, p. 1-25, https://doi.org/10.1016/j.quascirev.2012.01.010.","productDescription":"25 p.","startPage":"1","endPage":"25","costCenters":[{"id":308,"text":"Geology and Environmental Change Science Center","active":false,"usgs":true}],"links":[{"id":246780,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":246775,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/j.quascirev.2012.01.010","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"San Nicolas Island","volume":"37","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8815e4b08c986b3167cf","contributors":{"authors":[{"text":"Muhs, Daniel R. 0000-0001-7449-251X dmuhs@usgs.gov","orcid":"https://orcid.org/0000-0001-7449-251X","contributorId":1857,"corporation":false,"usgs":true,"family":"Muhs","given":"Daniel","email":"dmuhs@usgs.gov","middleInitial":"R.","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":true,"id":462812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, Kathleen R. ksimmons@usgs.gov","contributorId":4742,"corporation":false,"usgs":true,"family":"Simmons","given":"Kathleen R.","email":"ksimmons@usgs.gov","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":false,"id":462813,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schumann, R. Randall 0000-0001-8158-6960 rschumann@usgs.gov","orcid":"https://orcid.org/0000-0001-8158-6960","contributorId":1569,"corporation":false,"usgs":true,"family":"Schumann","given":"R.","email":"rschumann@usgs.gov","middleInitial":"Randall","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":462811,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Groves, Lindsey T.","contributorId":61678,"corporation":false,"usgs":true,"family":"Groves","given":"Lindsey T.","affiliations":[],"preferred":false,"id":462814,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Mitrovica, Jerry X.","contributorId":86200,"corporation":false,"usgs":true,"family":"Mitrovica","given":"Jerry","email":"","middleInitial":"X.","affiliations":[],"preferred":false,"id":462816,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Laurel, Deanna","contributorId":81350,"corporation":false,"usgs":true,"family":"Laurel","given":"Deanna","email":"","affiliations":[],"preferred":false,"id":462815,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70037856,"text":"sim3203 - 2012 - Bathymetry of Totten Reservoir, Montezuma County, Colorado, 2011","interactions":[],"lastModifiedDate":"2012-04-30T16:43:34","indexId":"sim3203","displayToPublicDate":"2012-03-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":333,"text":"Scientific Investigations Map","code":"SIM","onlineIssn":"2329-132X","printIssn":"2329-1311","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"3203","title":"Bathymetry of Totten Reservoir, Montezuma County, Colorado, 2011","docAbstract":"In order to better characterize the water supply capacity of Totten Reservoir, Montezuma County, Colorado, the U.S. Geological Survey, in cooperation with the Dolores Water Conservancy District, conducted a bathymetric survey of Totten Reservoir. The study was performed in June 2011 using a man-operated boat-mounted multibeam echo sounder integrated with a global positioning system and a terrestrial real-time kinematic global positioning system. The two collected datasets were merged and imported into geographic information system software. A bathymetric map of the reservoir was generated in addition to plots for the stage-area and the stage-volume relations.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sim3203","collaboration":"Prepared in cooperation with the Dolores Water Conservancy District","usgsCitation":"Kohn, M.S., 2012, Bathymetry of Totten Reservoir, Montezuma County, Colorado, 2011: U.S. Geological Survey Scientific Investigations Map 3203, 1 Sheet; Sheet 1: 37.4 inches x 24 inches, https://doi.org/10.3133/sim3203.","productDescription":"1 Sheet; Sheet 1: 37.4 inches x 24 inches","onlineOnly":"Y","temporalStart":"2011-06-01","temporalEnd":"2011-06-30","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"links":[{"id":246777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sim_3203.png"},{"id":246771,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3203/","linkFileType":{"id":5,"text":"html"}}],"scale":"290","country":"United States","state":"Colorado","county":"Montezuma","city":"Cortez","otherGeospatial":"Totten Reservoir;Rocky Ford Ditch","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -108.53361111111111,37.350833333333334 ], [ -108.53361111111111,37.3675 ], [ -108.51694444444445,37.3675 ], [ -108.51694444444445,37.350833333333334 ], [ -108.53361111111111,37.350833333333334 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f01ce4b0c8380cd4a5d3","contributors":{"authors":[{"text":"Kohn, Michael S. 0000-0002-5989-7700 mkohn@usgs.gov","orcid":"https://orcid.org/0000-0002-5989-7700","contributorId":4549,"corporation":false,"usgs":true,"family":"Kohn","given":"Michael","email":"mkohn@usgs.gov","middleInitial":"S.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":462887,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}