{"pageNumber":"823","pageRowStart":"20550","pageSize":"25","recordCount":68927,"records":[{"id":97987,"text":"sir20095230 - 2009 - Mapping and Visualization of Storm-Surge Dynamics for Hurricane Katrina and Hurricane Rita","interactions":[],"lastModifiedDate":"2012-02-10T00:11:55","indexId":"sir20095230","displayToPublicDate":"2009-11-12T00:00:00","publicationYear":"2009","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":"2009-5230","title":"Mapping and Visualization of Storm-Surge Dynamics for Hurricane Katrina and Hurricane Rita","docAbstract":"The damages caused by the storm surges from Hurricane Katrina and Hurricane Rita were significant and occurred over broad areas. Storm-surge maps are among the most useful geospatial datasets for hurricane recovery, impact assessments, and mitigation planning for future storms. Surveyed high-water marks were used to generate a maximum storm-surge surface for Hurricane Katrina extending from eastern Louisiana to Mobile Bay, Alabama. The interpolated surface was intersected with high-resolution lidar elevation data covering the study area to produce a highly detailed digital storm-surge inundation map. The storm-surge dataset and related data are available for display and query in a Web-based viewer application. A unique water-level dataset from a network of portable pressure sensors deployed in the days just prior to Hurricane Rita's landfall captured the hurricane's storm surge. The recorded sensor data provided water-level measurements with a very high temporal resolution at surveyed point locations. The resulting dataset was used to generate a time series of storm-surge surfaces that documents the surge dynamics in a new, spatially explicit way. The temporal information contained in the multiple storm-surge surfaces can be visualized in a number of ways to portray how the surge interacted with and was affected by land surface features. Spatially explicit storm-surge products can be useful for a variety of hurricane impact assessments, especially studies of wetland and land changes where knowledge of the extent and magnitude of storm-surge flooding is critical.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sir20095230","usgsCitation":"Gesch, D.B., 2009, Mapping and Visualization of Storm-Surge Dynamics for Hurricane Katrina and Hurricane Rita: U.S. Geological Survey Scientific Investigations Report 2009-5230, iv, 19 p., https://doi.org/10.3133/sir20095230.","productDescription":"iv, 19 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":125695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5230.jpg"},{"id":13163,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5230/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94,28 ], [ -94,32 ], [ -87,32 ], [ -87,28 ], [ -94,28 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64977f","contributors":{"authors":[{"text":"Gesch, Dean B. 0000-0002-8992-4933 gesch@usgs.gov","orcid":"https://orcid.org/0000-0002-8992-4933","contributorId":2956,"corporation":false,"usgs":true,"family":"Gesch","given":"Dean","email":"gesch@usgs.gov","middleInitial":"B.","affiliations":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true},{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true},{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":303808,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":97986,"text":"sir20095169 - 2009 - Character and Trends of Water Quality in the Blue River Basin, Kansas City Metropolitan Area, Missouri and Kansas, 1998 through 2007","interactions":[],"lastModifiedDate":"2012-03-08T17:16:31","indexId":"sir20095169","displayToPublicDate":"2009-11-12T00:00:00","publicationYear":"2009","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":"2009-5169","title":"Character and Trends of Water Quality in the Blue River Basin, Kansas City Metropolitan Area, Missouri and Kansas, 1998 through 2007","docAbstract":"Water-quality and ecological character and trends in the metropolitan Blue River Basin were evaluated from 1998 through 2007 to provide spatial and temporal resolution to factors that affect the quality of water and biota in the basin and provide a basis for assessing the efficacy of long-term combined sewer control and basin management plans. Assessments included measurements of stream discharge, pH, dissolved oxygen, specific conductance, turbidity, nutrients (dissolved and total nitrogen and phosphorus species), fecal-indicator bacteria (Escherichia coli and fecal coliform), suspended sediment, organic wastewater and pharmaceutical compounds, and sources of these compounds as well as the quality of stream biota in the basin.\r\n\r\nBecause of the nature and myriad of factors that affect basin water quality, multiple strategies are needed to decrease constituent loads in streams. Strategies designed to decrease or eliminate combined sewer overflows (CSOs) would substantially reduce the annual loads of nutrients and fecal-indicator bacteria in Brush Creek, but have little effect on Blue River loadings. Nonpoint source reductions to Brush Creek could potentially have an equivalent, if not greater, effect on water quality than would CSO reductions. Nonpoint source reductions could also substantially decrease annual nutrient and bacteria loadings to the Blue River and Indian Creek. Methods designed to decrease nutrient loads originating from Blue River and Indian Creek wastewater treatment plants (WWTPs) could substantially reduce the overall nutrient load in these streams.\r\n\r\nFor the main stem of the Blue River and Indian Creek, primary sources of nutrients were nonpoint source runoff and WWTPs discharges; however, the relative contribution of each source varied depending on how wet or dry the year was and the number of upstream WWTPs. On Brush Creek, approximately two-thirds of the nutrients originated from nonpoint sources and the remainder from CSOs. Nutrient assimilation processes, which reduced total nitrogen loads by approximately 13 percent and total phosphorus loads by double that amount in a 20-kilometer reach of the Blue River during three synoptic base-flow sampling events between August through September 2004 and September 2005, likely are limited to selected periods during any given year and may not substantially reduce annual nutrient loads.\r\n\r\nBacteria densities typically increased with increasing urbanization, and bacteria loadings to the Blue River and Indian Creek were almost entirely the result of nonpoint source runoff. WWTPs contributed, on average, less than 1 percent of the bacteria to these reaches, and in areas of the Blue River that had combined sewers, CSOs contributed only minor amounts (less than 2 percent) of the total annual load in 2005. The bulk of the fecal-indicator bacteria load in Brush Creek also originated from nonpoint sources with the remainder from CSOs. From October 2002 through September 2007, estimated daily mean Escherichia coli bacteria density in upper reaches of the Blue River met the State of Missouri secondary contact criterion standard approximately 85 percent of the time. However, in lower Blue River reaches, the same threshold was exceeded approximately 45 percent of the time.\r\n\r\nThe tributary with the greatest number of CSO discharge points, Brush Creek, contributed approximately 10 percent of the bacteria loads to downstream reaches. The tributary Town Fork Creek had median base-flow Escherichia coli densities that were double that of other basin sites and stormflow densities 10 times greater than those in other parts of the basin largely because approximately one-fourth of the runoff in the Town Fork Creek Basin is believed to originate in combined sewers. Genotypic source typing of bacteria indicated that more than half of the bacteria in this tributary originated from human sources with two storms contributing the bulk of all bacteria sourced as human. However, areas outsid","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sir20095169","isbn":"9781411325203","collaboration":"Prepared in cooperation with the City of Kansas City, Missouri, Water Services Department","usgsCitation":"Wilkison, D.H., Armstrong, D., and Hampton, S.A., 2009, Character and Trends of Water Quality in the Blue River Basin, Kansas City Metropolitan Area, Missouri and Kansas, 1998 through 2007: U.S. Geological Survey Scientific Investigations Report 2009-5169, vi, 212 p., https://doi.org/10.3133/sir20095169.","productDescription":"vi, 212 p.","additionalOnlineFiles":"Y","temporalStart":"1998-01-01","temporalEnd":"2007-12-31","costCenters":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"links":[{"id":125670,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5169.jpg"},{"id":13162,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5169/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.75,38.75 ], [ -94.75,39.25 ], [ -94.33333333333333,39.25 ], [ -94.33333333333333,38.75 ], [ -94.75,38.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e572b","contributors":{"authors":[{"text":"Wilkison, Donald H. wilkison@usgs.gov","contributorId":3824,"corporation":false,"usgs":true,"family":"Wilkison","given":"Donald","email":"wilkison@usgs.gov","middleInitial":"H.","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303806,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armstrong, Daniel J. armstron@usgs.gov","contributorId":3823,"corporation":false,"usgs":true,"family":"Armstrong","given":"Daniel J.","email":"armstron@usgs.gov","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303805,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hampton, Sarah A.","contributorId":97593,"corporation":false,"usgs":true,"family":"Hampton","given":"Sarah","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":303807,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":97982,"text":"fs20093094 - 2009 - Gulf of Mexico Deep-Sea Coral Ecosystem Studies, 2008-2011","interactions":[],"lastModifiedDate":"2012-02-02T00:15:07","indexId":"fs20093094","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"2009-3094","title":"Gulf of Mexico Deep-Sea Coral Ecosystem Studies, 2008-2011","docAbstract":"Most people are familiar with tropical coral reefs, located in warm, well-illuminated, shallow waters. However, corals also exist hundreds and even thousands of meters below the ocean surface, where it is cold and completely dark. These deep-sea corals, also known as cold-water corals, have become a topic of interest due to conservation concerns over the impacts of trawling, exploration for oil and gas, and climate change. Although the existence of these corals has been known since the 1800s, our understanding of their distribution, ecology, and biology is limited due to the technical difficulties of conducting deep-sea research.\r\n\r\nDISCOVRE (DIversity, Systematics, and COnnectivity of Vulnerable Reef Ecosystems) is a new U.S. Geological Survey (USGS) program focused on deep-water coral ecosystems in the Gulf of Mexico. This integrated, multidisciplinary, international effort investigates a variety of topics related to unique and fragile deep-sea coral ecosystems from the microscopic level to the ecosystem level, including components of microbiology, population genetics, paleoecology, food webs, taxonomy, community ecology, physical oceanography, and mapping.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/fs20093094","usgsCitation":"Kellogg, C.A., 2009, Gulf of Mexico Deep-Sea Coral Ecosystem Studies, 2008-2011: U.S. Geological Survey Fact Sheet 2009-3094, 4 p., https://doi.org/10.3133/fs20093094.","productDescription":"4 p.","costCenters":[{"id":275,"text":"Florida Integrated Science Center","active":false,"usgs":true}],"links":[{"id":125424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2009_3094.jpg"},{"id":13160,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2009/3094/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1f5","contributors":{"authors":[{"text":"Kellogg, Christina A. 0000-0002-6492-9455 ckellogg@usgs.gov","orcid":"https://orcid.org/0000-0002-6492-9455","contributorId":391,"corporation":false,"usgs":true,"family":"Kellogg","given":"Christina","email":"ckellogg@usgs.gov","middleInitial":"A.","affiliations":[{"id":506,"text":"Office of the AD Ecosystems","active":true,"usgs":true},{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":303795,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":97985,"text":"fs20093081 - 2009 - Alabama Water Use, 2005","interactions":[],"lastModifiedDate":"2012-02-10T00:11:54","indexId":"fs20093081","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"2009-3081","title":"Alabama Water Use, 2005","docAbstract":"Water is one of Alabama's most precious natural resources. It is a vital component of human existence and essential to the overall quality of life. Wise stewardship of this valuable resource depends on a continuing assessment of water availability and water use. Population growth in many parts of the State has resulted in increased competition for available water resources. This competition includes offstream uses, such as residential, agricultural, and industrial, and instream uses for maintenance of species habitat and diversity, navigation, power generation, recreation, and water quality. Accurate water-use information is required for sound management decisions within this competitive framework and is necessary for a more comprehensive understanding of the link between water use, water supply, and overall water availability. A study of water use during 2005 was conducted by the U.S. Geological Survey (USGS), in cooperation with the Alabama Department of Economic and Community Affairs, Office of Water Resources, Water Management Branch (ADECA-OWR), to provide water-use data for local and State water managers. The results of the study about the amount of water used, how it was used, and where it was used in Alabama have been published in 'Estimated use of water in Alabama in 2005' by Hutson and others, 2009, and is accessible on the Web at http://pubs.usgs.gov/sir/2009/5163 and available upon request as a CD-ROM through USGS and ADECA-OWR.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/fs20093081","collaboration":"Prepared in cooperation with the Alabama Department of Economic and Community Affairs Office of Water Resources","usgsCitation":"Hutson, S.S., Littlepage, T.M., Harper, M.J., and Tinney, J.O., 2009, Alabama Water Use, 2005: U.S. Geological Survey Fact Sheet 2009-3081, 6 p.; Available online and on CD-ROM, https://doi.org/10.3133/fs20093081.","productDescription":"6 p.; Available online and on CD-ROM","costCenters":[{"id":105,"text":"Alabama Water Science Center","active":true,"usgs":true}],"links":[{"id":125417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2009_3081.jpg"},{"id":13161,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2009/3081/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.5,30.166666666666668 ], [ -88.5,35 ], [ -84.83333333333333,35 ], [ -84.83333333333333,30.166666666666668 ], [ -88.5,30.166666666666668 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adeb5","contributors":{"authors":[{"text":"Hutson, Susan S. sshutson@usgs.gov","contributorId":2040,"corporation":false,"usgs":true,"family":"Hutson","given":"Susan","email":"sshutson@usgs.gov","middleInitial":"S.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303801,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Littlepage, Thomas M.","contributorId":55542,"corporation":false,"usgs":true,"family":"Littlepage","given":"Thomas","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":303802,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harper, Michael J.","contributorId":63904,"corporation":false,"usgs":true,"family":"Harper","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":303803,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tinney, James O.","contributorId":104175,"corporation":false,"usgs":true,"family":"Tinney","given":"James","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":303804,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":97975,"text":"ds475 - 2009 - Bathymetry and Near-River Topography of the Naches and Yakima Rivers at Union Gap and Selah Gap, Yakima County, Washington, August 2008","interactions":[],"lastModifiedDate":"2012-03-08T17:16:30","indexId":"ds475","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"475","title":"Bathymetry and Near-River Topography of the Naches and Yakima Rivers at Union Gap and Selah Gap, Yakima County, Washington, August 2008","docAbstract":"Yakima County is collaborating with the Bureau of Reclamation on a study of the hydraulics and sediment-transport in the lower Naches River and in the Yakima River between Union Gap and Selah Gap in Washington. River bathymetry and topographic data of the river channels are needed for the study to construct hydraulic models. River survey data were available for most of the study area, but river bathymetry and near-river topography were not available for Selah Gap, near the confluence of the Naches and Yakima Rivers, and for Union Gap. In August 2008, the U.S. Geological Survey surveyed the areas where data were not available. If possible, the surveys were made with a boat-mounted, single-beam echo sounder attached to a survey-grade Real-Time Kinematic (RTK) global positioning system (GPS). An RTK GPS rover was used on a walking survey of the river banks, shallow river areas, and river bed areas that were impenetrable to the echo sounder because of high densities of macrophytes. After the data were edited, 95,654 bathymetric points from the boat survey with the echo sounder and 1,069 points from the walking survey with the GPS rover were used in the study. The points covered 4.6 kilometers on the Yakima River and 0.6 kilometers on the Naches River. GPS-surveyed points checked within 0.014 to 0.047 meters in the horizontal direction and -0.036 to 0.078 meters in the vertical direction compared to previously established survey control points","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/ds475","collaboration":"Prepared in cooperation with Yakima County","usgsCitation":"Mastin, M.C., and Fosness, R., 2009, Bathymetry and Near-River Topography of the Naches and Yakima Rivers at Union Gap and Selah Gap, Yakima County, Washington, August 2008: U.S. Geological Survey Data Series 475, iv, 17 p., https://doi.org/10.3133/ds475.","productDescription":"iv, 17 p.","temporalStart":"2008-08-01","temporalEnd":"2008-08-31","costCenters":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"links":[{"id":125396,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ds_475.jpg"},{"id":13153,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/475/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120.58333333333333,46.5 ], [ -120.58333333333333,46.75 ], [ -120.41666666666667,46.75 ], [ -120.41666666666667,46.5 ], [ -120.58333333333333,46.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db634add","contributors":{"authors":[{"text":"Mastin, M. C.","contributorId":90782,"corporation":false,"usgs":true,"family":"Mastin","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":303770,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fosness, R.L.","contributorId":47887,"corporation":false,"usgs":true,"family":"Fosness","given":"R.L.","affiliations":[],"preferred":false,"id":303769,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":97976,"text":"fs20093090 - 2009 - Organic compounds in Elm Fork Trinity River water used for public supply near Carrollton, Texas, 2002–05","interactions":[],"lastModifiedDate":"2022-01-14T14:17:48.446557","indexId":"fs20093090","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"2009-3090","title":"Organic compounds in Elm Fork Trinity River water used for public supply near Carrollton, Texas, 2002–05","docAbstract":"<p>Organic compounds studied in this U.S. Geological Survey (USGS) assessment generally are man-made, including pesticides, solvents, gasoline hydrocarbons, personal-care and domestic-use products, refrigerants, and propellants. A total of 103 of 277 compounds were detected at least once among the 30 samples of source water for a community water system on the Elm Fork Trinity River near Carrollton, Texas, collected approximately monthly during 2002-05. The diversity of compounds detected indicates a variety of different sources and uses (including wastewater discharge, industrial, agricultural, domestic, and others) and different pathways (including overland runoff and groundwater discharge) to drinking-water supplies. Nine compounds were detected year-round in source-water samples, including chloroform, methyl tert-butyl ether (MTBE), and selected herbicide compounds commonly used in the Trinity River Basin and in other urban areas across the United States. About 90 percent of the 42 compounds detected most frequently in source water (in at least 20 percent of the samples) also were detected most frequently in finished water (after treatment but before distribution). Concentrations for all detected compounds in source and finished water generally were less than 0.1 microgram per liter and always less than human-health benchmarks, which are available for about one-half of the detected compounds.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20093090","usgsCitation":"Ging, P.B., Delzer, G.C., and Hamilton, P.A., 2009, Organic compounds in Elm Fork Trinity River water used for public supply near Carrollton, Texas, 2002–05: U.S. Geological Survey Fact Sheet 2009-3090, 6 p., https://doi.org/10.3133/fs20093090.","productDescription":"6 p.","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"2002-01-01","temporalEnd":"2005-12-31","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":125422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2009_3090.jpg"},{"id":394338,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_87600.htm"},{"id":13154,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2009/3090/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Texas","city":"Carrollton","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.6728,\n              32.5356\n            ],\n            [\n              -96.2817,\n              32.5356\n            ],\n            [\n              -96.2817,\n              33.25\n            ],\n            [\n              -97.6728,\n              33.25\n            ],\n            [\n              -97.6728,\n              32.5356\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publicComments":"Prepared as part of the National Water-Quality Assessment Program, Source Water-Quality Assessment","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6911ba","contributors":{"authors":[{"text":"Ging, Patricia B. 0000-0001-5491-8448 pbging@usgs.gov","orcid":"https://orcid.org/0000-0001-5491-8448","contributorId":1788,"corporation":false,"usgs":true,"family":"Ging","given":"Patricia","email":"pbging@usgs.gov","middleInitial":"B.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303773,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delzer, Gregory C. 0000-0002-7077-4963 gcdelzer@usgs.gov","orcid":"https://orcid.org/0000-0002-7077-4963","contributorId":986,"corporation":false,"usgs":true,"family":"Delzer","given":"Gregory","email":"gcdelzer@usgs.gov","middleInitial":"C.","affiliations":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303771,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hamilton, Pixie A. pahamilt@usgs.gov","contributorId":1068,"corporation":false,"usgs":true,"family":"Hamilton","given":"Pixie","email":"pahamilt@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":303772,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":97978,"text":"ofr20091240 - 2009 - Ground-Water Quality in the Upper Hudson River Basin, New York, 2007","interactions":[],"lastModifiedDate":"2012-03-08T17:16:30","indexId":"ofr20091240","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"2009-1240","title":"Ground-Water Quality in the Upper Hudson River Basin, New York, 2007","docAbstract":"Water samples were collected from 25 production and domestic wells in the Upper Hudson River Basin (north of the Federal Dam at Troy, N.Y.) from August through November 2007 to characterize the ground-water quality. The Upper Hudson River Basin covers 4,600 square miles in upstate New York, Vermont, and Massachusetts; the study area encompasses the 4,000 square miles that lie within New York. The basin is underlain by crystalline and sedimentary bedrock, including gneiss, shale, and slate; some sandstone and carbonate rocks are present locally. The bedrock in some areas is overlain by surficial deposits of saturated sand and gravel. Of the 25 wells sampled, 13 were finished in sand and gravel deposits, and 12 were finished in bedrock. The samples were collected and processed by standard U.S. Geological Survey procedures and were analyzed for 225 physical properties and constituents, including major ions, nutrients, trace elements, radon-222, pesticides, volatile organic compounds (VOCs), and indicator bacteria.\r\n\r\nWater quality in the study area is generally good, but concentrations of some constituents exceeded current or proposed Federal or New York State drinking-water standards; these were: color (1 sample), pH (2 samples), sodium (5 samples), nitrate plus nitrite (2 samples), aluminum (3 samples), iron (1 sample), manganese (7 samples), radon-222 (11 samples), and bacteria (1 sample). Dissolved-oxygen concentrations in samples from wells finished in sand and gravel [median 5.4 milligrams per liter (mg/L)] were greater than those from wells finished in bedrock (median 0.4 mg/L). The pH of all samples was typically neutral or slightly basic (median 7.6); the median water temperature was 9.7 deg C. The ions with the highest concentrations were bicarbonate (median 123 mg/L) and calcium (median 33.9 mg/L). Ground water in the basin is generally soft to moderately hard (less than or equal to 120 mg/L as CaCO3) (median hardness 110 mg/L as CaCO3). Concentrations of nitrate plus nitrite in samples from sand and gravel wells (median concentration 0.47 mg/L as nitrogen) were generally higher than those in samples from bedrock wells (median estimated 0.05 mg/L as nitrogen), and concentrations in two samples exceeded established drinking-water standards for nitrate (10 mg/L as nitrogen). The trace elements with the highest concentrations were strontium [median 217 micrograms per liter (ug/L)] and iron (median 39 ug/L). The highest radon-222 activities were in samples from bedrock wells [maximum 2,930 picocuries per liter (pCi/L)] and 44 percent of all samples exceeded a proposed U.S. Environmental Protection Agency (USEPA) drinking-water standard of 300 pCi/L. Ten pesticides and pesticide degradates were detected among 11 samples at concentrations of 1.47 ug/L or less; most were herbicides or their degradates. Six VOCs were detected among 10 samples at concentrations of 4.2 ug/L or less; these included three trihalomethanes and methyl tert-butyl ether, tetrachloroethene, and toluene. Most detections were in samples from sand and gravel wells and none exceeded drinking-water standards. Total coliform bacteria were detected in only one sample, and fecal coliform bacteria, including Escherichia coli, were not detected in any sample.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20091240","collaboration":"Prepared in cooperation with the New York State Department of Environmental Conservation","usgsCitation":"Nystrom, E.A., 2009, Ground-Water Quality in the Upper Hudson River Basin, New York, 2007: U.S. Geological Survey Open-File Report 2009-1240, vi, 39 p., https://doi.org/10.3133/ofr20091240.","productDescription":"vi, 39 p.","onlineOnly":"Y","temporalStart":"2007-01-01","temporalEnd":"2007-12-31","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":125513,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2009_1240.jpg"},{"id":13156,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2009/1240/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.75,42.5 ], [ -74.75,44.25 ], [ -73,44.25 ], [ -73,42.5 ], [ -74.75,42.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d4db","contributors":{"authors":[{"text":"Nystrom, Elizabeth A. 0000-0002-0886-3439 nystrom@usgs.gov","orcid":"https://orcid.org/0000-0002-0886-3439","contributorId":1072,"corporation":false,"usgs":true,"family":"Nystrom","given":"Elizabeth","email":"nystrom@usgs.gov","middleInitial":"A.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303787,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":97983,"text":"sim3020 - 2009 - Watershed Boundary Dataset for Mississippi","interactions":[],"lastModifiedDate":"2012-03-08T17:16:31","indexId":"sim3020","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"3020","title":"Watershed Boundary Dataset for Mississippi","docAbstract":"The U.S. Geological Survey, in cooperation with the Mississippi Department of Environmental Quality, U.S. Department of Agriculture-Natural Resources Conservation Service, Mississippi Department of Transportation, U.S. Department of Agriculture-Forest Service, and the Mississippi Automated Resource Information System developed a 1:24,000-scale Watershed Boundary Dataset for Mississippi including watershed and subwatershed boundaries, codes, names, and areas. The Watershed Boundary Dataset for Mississippi provides a standard geographical framework for water-resources and selected land-resources planning. The original 8-digit subbasins (Hydrologic Unit Codes) were further subdivided into 10-digit watersheds (62.5 to 391 square miles (mi2)) and 12-digit subwatersheds (15.6 to 62.5 mi2) - the exceptions being the Delta part of Mississippi and the Mississippi River inside levees, which were subdivided into 10-digit watersheds only. Also, large water bodies in the Mississippi Sound along the coast were not delineated as small as a typical 12-digit subwatershed. All of the data - including watershed and subwatershed boundaries, subdivision codes and names, and drainage-area data - are stored in a Geographic Information System database, which are available at: http://ms.water.usgs.gov/.\r\n\r\nThis map shows information on drainage and hydrography in the form of U.S. Geological Survey hydrologic unit boundaries for water-resource 2-digit regions, 4-digit subregions, 6-digit basins (formerly called accounting units), 8-digit subbasins (formerly called cataloging units), 10-digit watershed, and 12-digit subwatersheds in Mississippi. A description of the project study area, methods used in the development of watershed and subwatershed boundaries for Mississippi, and results are presented in Wilson and others (2008). The data presented in this map and by Wilson and others (2008) supersede the data presented for Mississippi by Seaber and others (1987) and U.S. Geological Survey (1977).","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sim3020","isbn":"9781411325395","collaboration":"Prepared in cooperation with the Mississippi Department of Environmental Quality, U.S. Department of Agriculture-Natural Resources Conservation Service, Mississippi Department of Transportation, U.S. Department of Agriculture-U.S. Forest Service, and Mississippi Automated Resource Information System","usgsCitation":"Wilson, K.V., Clair, M.G., Turnipseed, D.P., and Rebich, R.A., 2009, Watershed Boundary Dataset for Mississippi: U.S. Geological Survey Scientific Investigations Map 3020, Map Sheet: 36 x 49 inches, https://doi.org/10.3133/sim3020.","productDescription":"Map Sheet: 36 x 49 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":394,"text":"Mississippi Water Science Center","active":true,"usgs":true}],"links":[{"id":196263,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":13327,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3020/","linkFileType":{"id":5,"text":"html"}}],"scale":"500000","projection":"Universal Transverse Mercator","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92,30 ], [ -92,35 ], [ -88,35 ], [ -88,30 ], [ -92,30 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478de4b07f02db488ffd","contributors":{"authors":[{"text":"Wilson, K. Van Jr.","contributorId":34226,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","suffix":"Jr.","email":"","middleInitial":"Van","affiliations":[],"preferred":false,"id":303799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clair, Michael G. II","contributorId":27578,"corporation":false,"usgs":true,"family":"Clair","given":"Michael","suffix":"II","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":303798,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Turnipseed, D. Phil 0000-0002-9737-3203 pturnip@usgs.gov","orcid":"https://orcid.org/0000-0002-9737-3203","contributorId":298,"corporation":false,"usgs":true,"family":"Turnipseed","given":"D.","email":"pturnip@usgs.gov","middleInitial":"Phil","affiliations":[{"id":455,"text":"National Wetlands Research Center","active":true,"usgs":true}],"preferred":true,"id":303796,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rebich, Richard A. 0000-0003-4256-7171 rarebich@usgs.gov","orcid":"https://orcid.org/0000-0003-4256-7171","contributorId":2315,"corporation":false,"usgs":true,"family":"Rebich","given":"Richard","email":"rarebich@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":303797,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":97974,"text":"ds427 - 2009 - Ground-water quality data in the Owens and Indian Wells Valleys study unit, 2006: Results from the California GAMA Program","interactions":[],"lastModifiedDate":"2022-07-13T20:24:36.22517","indexId":"ds427","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"427","title":"Ground-water quality data in the Owens and Indian Wells Valleys study unit, 2006: Results from the California GAMA Program","docAbstract":"Ground-water quality in the approximately 1,630 square-mile Owens and Indian Wells Valleys study unit (OWENS) was investigated in September-December 2006 as part of the Priority Basin Project of Groundwater Ambient Monitoring and Assessment (GAMA) Program. The GAMA Priority Basin Project was developed in response to the Groundwater Quality Monitoring Act of 2001 and is being conducted by the U.S. Geological Survey (USGS) in collaboration with the California State Water Resources Control Board (SWRCB).\r\n\r\nThe Owens and Indian Wells Valleys study was designed to provide a spatially unbiased assessment of raw ground-water quality within OWENS study unit, as well as a statistically consistent basis for comparing water quality throughout California. Samples were collected from 74 wells in Inyo, Kern, Mono, and San Bernardino Counties. Fifty-three of the wells were selected using a spatially distributed, randomized grid-based method to provide statistical representation of the study area (grid wells), and 21 wells were selected to evaluate changes in water chemistry in areas of interest (understanding wells).\r\n\r\nThe ground-water samples were analyzed for a large number of synthetic organic constituents [volatile organic compounds (VOCs), pesticides and pesticide degradates, pharmaceutical compounds, and potential wastewater- indicator compounds], constituents of special interest [perchlorate, N-nitrosodimethylamine (NDMA), and 1,2,3- trichloropropane (1,2,3-TCP)], naturally occurring inorganic constituents [nutrients, major and minor ions, and trace elements], radioactive constituents, and microbial indicators. Naturally occurring isotopes [tritium, and carbon-14, and stable isotopes of hydrogen and oxygen in water], and dissolved noble gases also were measured to help identify the source and age of the sampled ground water.\r\n\r\nThis study evaluated the quality of raw ground water in the aquifer in the OWENS study unit and did not attempt to evaluate the quality of treated water delivered to consumers. Water supplied to consumers typically is treated after withdrawal from the ground, disinfected, and blended with other waters to maintain acceptable water quality. Regulatory thresholds apply to treated water that is served to the consumer, not to raw ground water. However, to provide some context for the results, concentrations of constituents measured in the raw ground water were compared with regulatory and non-regulatory health-based thresholds established by the U.S. Environmental Protection Agency (USEPA) and California Department of Public Health (CDPH) and non-regulatory thresholds established for aesthetic concerns (secondary maximum contamination levels, SMCL-CA) by CDPH.\r\n\r\nVOCs and pesticides were detected in samples from less than one-third of the grid wells; all detections were below health-based thresholds, and most were less than one-one hundredth of threshold values. All detections of perchlorate and nutrients in samples from OWENS were below health-based thresholds.\r\n\r\nMost detections of trace elements in ground-water samples from OWENS wells were below health-based thresholds. In samples from the 53 grid wells, three constituents were detected at concentrations above USEPA maximum contaminant levels: arsenic in 5 samples, uranium in 4 samples, and fluoride in 1 sample. Two constituents were detected at concentrations above CDPH notification levels (boron in 9 samples and vanadium in 1 sample), and two were above USEPA lifetime health advisory levels (molybdenum in 3 samples and strontium in 1 sample). Most of the samples from OWENS wells had concentrations of major elements, TDS, and trace elements below the non-enforceable standards set for aesthetic concerns. Samples from nine grid wells had concentrations of manganese, iron, or TDS above the SMCL-CAs.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds427","collaboration":"Prepared in cooperation with California State Water Resources Control Board; A product of the California Groundwater Ambient Monitoring and Assessment (GAMA) Program","usgsCitation":"Densmore, J., Fram, M.S., and Belitz, K., 2009, Ground-water quality data in the Owens and Indian Wells Valleys study unit, 2006: Results from the California GAMA Program: U.S. Geological Survey Data Series 427, x, 88 p., https://doi.org/10.3133/ds427.","productDescription":"x, 88 p.","temporalStart":"2006-09-01","temporalEnd":"2006-12-13","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":125384,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ds_427.jpg"},{"id":403687,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_87577.htm","linkFileType":{"id":5,"text":"html"}},{"id":13152,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/427/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"Owens and Indian Wells Valleys study unit","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.7033,\n              35.3167\n            ],\n            [\n              -117.5,\n              35.3167\n            ],\n            [\n              -117.5,\n              37.9167\n            ],\n            [\n              -118.7033,\n              37.9167\n            ],\n            [\n              -118.7033,\n              35.3167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d5ae","contributors":{"authors":[{"text":"Densmore, Jill N. 0000-0002-5345-6613","orcid":"https://orcid.org/0000-0002-5345-6613","contributorId":89179,"corporation":false,"usgs":true,"family":"Densmore","given":"Jill N.","affiliations":[],"preferred":false,"id":303768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fram, Miranda S. 0000-0002-6337-059X mfram@usgs.gov","orcid":"https://orcid.org/0000-0002-6337-059X","contributorId":1156,"corporation":false,"usgs":true,"family":"Fram","given":"Miranda","email":"mfram@usgs.gov","middleInitial":"S.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303767,"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":27111,"text":"National Water Quality Program","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":303766,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":97984,"text":"sim3078 - 2009 - Distribution of Treated-Wastewater Constituents in Pore Water at a Pond-Bottom Reactive Barrier, Cape Cod, Massachusetts","interactions":[],"lastModifiedDate":"2018-07-26T08:43:01","indexId":"sim3078","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"3078","title":"Distribution of Treated-Wastewater Constituents in Pore Water at a Pond-Bottom Reactive Barrier, Cape Cod, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sim3078","isbn":"9781411325210","usgsCitation":"McCobb, T.D., 2009, Distribution of Treated-Wastewater Constituents in Pore Water at a Pond-Bottom Reactive Barrier, Cape Cod, Massachusetts: U.S. Geological Survey Scientific Investigations Map 3078, 1 map : col. ; 33 x 33 cm., on sheet 91 x 122 cm., folded to 19 x 25 cm., in envelope 30 x 24 cm., https://doi.org/10.3133/sim3078.","productDescription":"1 map : col. ; 33 x 33 cm., on sheet 91 x 122 cm., folded to 19 x 25 cm., in envelope 30 x 24 cm.","costCenters":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":251615,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sim/3078/report.pdf","size":"492","linkFileType":{"id":1,"text":"pdf"}},{"id":251616,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/sim/3078/plate-1.pdf","size":"14779","linkFileType":{"id":1,"text":"pdf"}},{"id":252512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/sim/3078/report-thumb.jpg"}],"scale":"6700000","projection":"Universal Transverse Mercator","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.56666666666666,41.63333333333333 ], [ -70.56666666666666,41.634166666666665 ], [ -70.51666666666667,41.634166666666665 ], [ -70.51666666666667,41.63333333333333 ], [ -70.56666666666666,41.63333333333333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648775","contributors":{"authors":[{"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":303800,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":97981,"text":"sir20095132 - 2009 - Trends in pesticide concentrations in corn-belt streams, 1996-2006","interactions":[],"lastModifiedDate":"2018-03-19T10:08:11","indexId":"sir20095132","displayToPublicDate":"2009-11-10T00:00:00","publicationYear":"2009","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":"2009-5132","title":"Trends in pesticide concentrations in corn-belt streams, 1996-2006","docAbstract":"<p>Trends in the concentrations of commonly occurring pesticides in the Corn Belt of the United States were assessed, and the performance and application of several statistical methods for trend analysis were evaluated. Trends in the concentrations of 11 pesticides with sufficient data for trend assessment were assessed at up to 31 stream sites for two time periods: 1996–2002 and 2000–2006. Pesticides included in the trend analyses were atrazine, acetochlor, metolachlor, alachlor, cyanazine, EPTC, simazine, metribuzin, prometon, chlorpyrifos, and diazinon.</p><p>The statistical methods applied and compared were (1) a modified version of the nonparametric seasonal Kendall test (SEAKEN), (2) a modified version of the Regional Kendall test, (3) a parametric regression model with seasonal wave (SEAWAVE), and (4) a version of SEAWAVE with adjustment for streamflow (SEAWAVE-Q). The SEAKEN test is a statistical hypothesis test for detecting monotonic trends in seasonal time-series data such as pesticide concentrations at a particular site. Trends across a region, represented by multiple sites, were evaluated using the regional seasonal Kendall test, which computes a test for an overall trend within a region by computing a score for each season at each site and adding the scores to compute the total for the region. The SEAWAVE model is a parametric regression model specifically designed for analyzing seasonal variability and trends in pesticide concentrations. The SEAWAVE-Q model accounts for the effect of changing flow conditions in order to separate changes caused by hydrologic trends from changes caused by other factors, such as pesticide use.</p><p>There was broad, general agreement between unadjusted trends (no adjustment for streamflow effects) identified by the SEAKEN and SEAWAVE methods, including the regional seasonal Kendall test. Only about 10 percent of the paired comparisons between SEAKEN and SEAWAVE indicated a difference in the direction of trend, and none of these had differences significant at the 10-percent significance level. This consistency of results supports the validity and robustness of all three approaches as trend analysis tools. The SEAWAVE method is favored, however, because it has less restrictive data requirements, enabling analysis for more site/pesticide combinations, and can incorporate adjustment for streamflow (SEAWAVE-Q) with substantially fewer measurements than the flow-adjustment procedure used with SEAKEN.</p><p>Analysis of flow-adjusted trends is preferable to analysis of non-adjusted trends for evaluating potential effects of changes in pesticide use or management practices because flow-adjusted trends account for the influence of flow-related variability.</p><p>Analysis of flow-adjusted trends by SEAWAVE-Q showed that all of the pesticides assessed, except simazine and acetochlor, were dominated by varying degrees of concentration downtrends in one or both analysis periods. Atrazine, metolachlor, alachlor, cyanazine, EPTC, and metribuzin—all major corn herbicides, as well as prometon and chlorpyrifos, showed more prevalent concentration downtrends during 1996–2002 compared to 2000–2006. Diazinon had no clear trends during 1996–2002, but had predominantly downward trends during 2000–2006. Acetochlor trends were mixed during 1996–2002 and slightly upward during 2000–2006, but most of the trends were not statistically significant. Simazine concentrations trended upward at most sites during both 1996–2002 and 2000–2006.</p><p>Comparison of concentration trends to agricultural-use trends indicated similarity in direction and magnitude for acetochlor, metolachlor, alachlor, cyanazine, EPTC, and metribuzin. Concentration downtrends for atrazine, chlorpyrifos, and diazinon were steeper than agricultural-use downtrends at some sites, indicating the possibility that agricultural management practices may have increasingly reduced transport to streams (particularly atrazine) or, for chlorpyrifos and diazinon, that nonagricultural uses declined substantially. Concentration uptrends for simazine generally were steeper than agricultural-use uptrends, indicating the possibility that nonagricultural uses of this herbicide increased during the study period.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20095132","usgsCitation":"Sullivan, D.J., Vecchia, A.V., Lorenz, D.L., Gilliom, R.J., and Martin, J.D., 2009, Trends in pesticide concentrations in corn-belt streams, 1996-2006: U.S. Geological Survey Scientific Investigations Report 2009-5132, x, 76 p., https://doi.org/10.3133/sir20095132.","productDescription":"x, 76 p.","temporalStart":"1996-01-01","temporalEnd":"2006-12-31","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true},{"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":125604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5132.jpg"},{"id":13159,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5132/","linkFileType":{"id":5,"text":"html"}},{"id":352613,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2009/5132/pdf/sir20095132.pdf"}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120,30 ], [ -120,50 ], [ -75,50 ], [ -75,30 ], [ -120,30 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626b0a","contributors":{"authors":[{"text":"Sullivan, Daniel J. 0000-0003-2705-3738 djsulliv@usgs.gov","orcid":"https://orcid.org/0000-0003-2705-3738","contributorId":1703,"corporation":false,"usgs":true,"family":"Sullivan","given":"Daniel","email":"djsulliv@usgs.gov","middleInitial":"J.","affiliations":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"preferred":false,"id":303793,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vecchia, Aldo V. 0000-0002-2661-4401","orcid":"https://orcid.org/0000-0002-2661-4401","contributorId":41810,"corporation":false,"usgs":true,"family":"Vecchia","given":"Aldo","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":303794,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lorenz, David L. 0000-0003-3392-4034 lorenz@usgs.gov","orcid":"https://orcid.org/0000-0003-3392-4034","contributorId":1384,"corporation":false,"usgs":true,"family":"Lorenz","given":"David","email":"lorenz@usgs.gov","middleInitial":"L.","affiliations":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303792,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gilliom, Robert J. rgilliom@usgs.gov","contributorId":488,"corporation":false,"usgs":true,"family":"Gilliom","given":"Robert","email":"rgilliom@usgs.gov","middleInitial":"J.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":303790,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Martin, Jeffrey D. 0000-0003-1994-5285 jdmartin@usgs.gov","orcid":"https://orcid.org/0000-0003-1994-5285","contributorId":1066,"corporation":false,"usgs":true,"family":"Martin","given":"Jeffrey","email":"jdmartin@usgs.gov","middleInitial":"D.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":27231,"text":"Indiana-Kentucky Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":303791,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":97971,"text":"sir20095225 - 2009 - Hand-hewn granite basins at Native American saltworks, Sierra Nevada, California","interactions":[],"lastModifiedDate":"2024-10-04T13:30:00.388837","indexId":"sir20095225","displayToPublicDate":"2009-11-07T00:00:00","publicationYear":"2009","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":"2009-5225","displayTitle":"Hand-Hewn Granite Basins at Native American Saltworks, Sierra Nevada, California","title":"Hand-hewn granite basins at Native American saltworks, Sierra Nevada, California","docAbstract":"<p>This site in the northern Sierra Nevada contains about 369 circular basins carved in fresh, glaciated granodioritic bedrock, with 325 basins crowded together in an area of 2,700 m<sup>2</sup><span>&nbsp;</span>on the main terrace. These terrace basins have a median average diameter of 125 cm (80 percent between 100 and 160 cm) and a median depth of 75–80 cm. They show a strong congruity to similar granitic basins in the southern Sierra Nevada apparently of Native American origin that are generally shallower.</p><p>The basins are not of natural origin, as indicated by uniformity in size and nonoverlapping character of the basins; their common arrangement in lineaments; details of the shape of the basins; features in common with granite basins in the Southern Sierra Nevada; and, most compelling, the clustering of all the basins adjacent to (within 20 m of) two saline streams fed from a nearby salt spring. Native Americans apparently excavated them for the purpose of collecting saline water to evaporate and make salt for their use, and also as an animal attractant and a trade commodity.</p><p>The flow of the salty streams delivers about 2.9 metric tons of salt per summer season to the basin area, and evaporation rates and the holding capacity of the basins indicate that about 2.5 tons of salt could be produced per season. This correspondence shows that the Indians made enough basins to exploit the resource. The site is the most impressive prehistoric saltworks yet discovered in North America and represents a unique departure from traditional hunter-gatherer activities to that of manufacturing.</p><p>The actual grinding of so many basins in granite could not have been done without the labor of a concentrated population. It is believed that the work was accomplished over a long time by many people and with the use of fire to help disaggregate the bedrock.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20095225","usgsCitation":"Moore, J.G., and Diggles, M.F., 2009, Hand-hewn granite basins at Native American saltworks, Sierra Nevada, California: U.S. Geological Survey Scientific Investigations Report 2009-5225, Report: iv, 21 p.; 1 Plate: 11.00 x 17.00 inches, https://doi.org/10.3133/sir20095225.","productDescription":"Report: iv, 21 p.; 1 Plate: 11.00 x 17.00 inches","onlineOnly":"Y","ipdsId":"IP-025626","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":462588,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5225/","linkFileType":{"id":5,"text":"html"}},{"id":462587,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5225.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641313","contributors":{"authors":[{"text":"Moore, James G. 0000-0002-7543-2401 jmoore@usgs.gov","orcid":"https://orcid.org/0000-0002-7543-2401","contributorId":2892,"corporation":false,"usgs":true,"family":"Moore","given":"James","email":"jmoore@usgs.gov","middleInitial":"G.","affiliations":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":915065,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Diggles, Michael F. 0000-0002-9946-0247 mdiggles@usgs.gov","orcid":"https://orcid.org/0000-0002-9946-0247","contributorId":810,"corporation":false,"usgs":true,"family":"Diggles","given":"Michael","email":"mdiggles@usgs.gov","middleInitial":"F.","affiliations":[{"id":501,"text":"Office of Science Quality and Integrity","active":true,"usgs":true},{"id":5066,"text":"Office of the Director USGS","active":true,"usgs":true},{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true},{"id":5053,"text":"IPDS Training","active":true,"usgs":true}],"preferred":true,"id":915066,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70157569,"text":"70157569 - 2009 - Pelagic habitat visualization: the need for a third (and fourth) dimension: HabitatSpace","interactions":[],"lastModifiedDate":"2017-05-04T10:51:08","indexId":"70157569","displayToPublicDate":"2009-11-06T00:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Pelagic habitat visualization: the need for a third (and fourth) dimension: HabitatSpace","docAbstract":"<p><span>Habitat in open water is not simply a 2-D to 2.5-D surface such as the ocean bottom or the air-water interface. Rather, pelagic habitat is a 3-D volume of water that can change over time, leading us to the term habitat space. Visualization and analysis in 2-D is well supported with GIS tools, but a new tool was needed for visualization and analysis in four dimensions. Observational data (cruise profiles (x&lt;sub&gt;o&lt;/sub&gt;, y&lt;sub&gt;o&lt;/sub&gt;, z, t&lt;sub&gt;o&lt;/sub&gt;)), numerical circulation model fields (x,y,z,t), and trajectories (larval fish, 4-D line) need to be merged together in a meaningful way for visualization and analysis. As a first step toward this new framework, UNIDATA&rsquo;s Integrated Data Viewer (IDV) has been used to create a set of tools for habitat analysis in 4-D. IDV was designed for 3-D+time geospatial data in the meteorological community. NetCDF Java&lt;sup&gt;TM&lt;/sup&gt; libraries allow the tool to read many file formats including remotely located data (e.g. data available via OPeNDAP ). With this project, IDV has been adapted for use in delineating habitat space for multiple fish species in the ocean. The ability to define and visualize boundaries of a water mass, which meets specific biologically relevant criteria (e.g., volume, connectedness, and inter-annual variability) based on model results and observational data, will allow managers to investigate the survival of individual year classes of commercially important fisheries. Better understanding of the survival of these year classes will lead to improved forecasting of fisheries recruitment.</span></p>","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Estuarine and coastal modeling : proceedings of the eleventh international conference, November 4-6, 2009, Seattle, Washington","conferenceTitle":"11th International Conference on Estuarine and Coastal Modeling","conferenceDate":"November 4-6, 2009","conferenceLocation":"Seattle, Washington","language":"English","publisher":"American Society of Civil Engineers","doi":"10.1061/41121(388)12","usgsCitation":"Beegle-Krause, C.J., Vance, T., Reusser, D., Stuebe, D., and Howlett, E., 2009, Pelagic habitat visualization: the need for a third (and fourth) dimension: HabitatSpace, <i>in</i> Estuarine and coastal modeling : proceedings of the eleventh international conference, November 4-6, 2009, Seattle, Washington, Seattle, Washington, November 4-6, 2009, p. 187-200, https://doi.org/10.1061/41121(388)12.","productDescription":"14 p.","startPage":"187","endPage":"200","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-020591","costCenters":[{"id":654,"text":"Western Fisheries Research Center","active":true,"usgs":true}],"links":[{"id":308668,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationDate":"2012-04-26","publicationStatus":"PW","scienceBaseUri":"560a64dae4b058f706e536e2","contributors":{"authors":[{"text":"Beegle-Krause, C J J","contributorId":116322,"corporation":false,"usgs":true,"family":"Beegle-Krause","given":"C","suffix":"J","email":"","middleInitial":"J","affiliations":[],"preferred":false,"id":573668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vance, Tiffany","contributorId":148043,"corporation":false,"usgs":false,"family":"Vance","given":"Tiffany","email":"","affiliations":[],"preferred":false,"id":573669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reusser, Debbie","contributorId":148044,"corporation":false,"usgs":false,"family":"Reusser","given":"Debbie","email":"","affiliations":[],"preferred":false,"id":573670,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stuebe, David","contributorId":148045,"corporation":false,"usgs":false,"family":"Stuebe","given":"David","email":"","affiliations":[],"preferred":false,"id":573671,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Howlett, Eoin","contributorId":148046,"corporation":false,"usgs":false,"family":"Howlett","given":"Eoin","email":"","affiliations":[],"preferred":false,"id":573672,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":97966,"text":"sir20095195 - 2009 - Sediment Transport in the Bill Williams River and Turbidity in Lake Havasu During and Following Two High Releases from Alamo Dam, Arizona, in 2005 and 2006","interactions":[],"lastModifiedDate":"2012-02-10T00:11:47","indexId":"sir20095195","displayToPublicDate":"2009-11-03T00:00:00","publicationYear":"2009","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":"2009-5195","title":"Sediment Transport in the Bill Williams River and Turbidity in Lake Havasu During and Following Two High Releases from Alamo Dam, Arizona, in 2005 and 2006","docAbstract":"Discharges higher than are typically released from Alamo Dam in west-central Arizona were planned and released in 2005, 2006, 2007, and 2008 to study the effects of these releases on the Bill Williams River and Lake Havasu, into which the river debouches. Sediment concentrations and water discharges were measured in the Bill Williams River, and turbidity, temperature, and dissolved oxygen were measured in Lake Havasu during and after experimental releases in 2005 and 2006 from Alamo Dam. Data from such releases will support ongoing ecological studies, improve environmentally sensitive management of the river corridor, and support the development of a predictive relationship between the operation of Alamo Dam and downstream flows and their impact on Lake Havasu and the Colorado River. \r\n\r\nElevated discharges in the Bill Williams River mobilize more sediment than during more typical dam operation and can generate a turbidity plume in Lake Havasu. The intakes for the Central Arizona Project, which transfers Colorado River water to central and southern Arizona, are near the mouth of the Bill Williams River. Measurement of the turbidity and the development of the plume over time consequently were important components of the study. In this report, the measurements of suspended sediment concentration and discharges in the Bill Williams River and of turbidity in Lake Havasu are presented along with calculations of silt and sand loads in the Bill Williams River. \r\n\r\nSediment concentrations were varied and likely dependent on a variable supply. Sediment loads were calculated at the mouth of the river and near Planet, about 10 km upstream from the mouth for the 2005 release, and they indicate that a net increase in transport of silt and a net decrease in the transport of sand occurred in the reach between the two sites.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sir20095195","collaboration":"Prepared in cooperation with the U.S. Bureau of Reclamation, Central Arizona Project, and the U.S. Fish and Wildlife Service","usgsCitation":"Wiele, S.M., Hart, R.J., Darling, H.L., and Hautzinger, A.B., 2009, Sediment Transport in the Bill Williams River and Turbidity in Lake Havasu During and Following Two High Releases from Alamo Dam, Arizona, in 2005 and 2006: U.S. Geological Survey Scientific Investigations Report 2009-5195, Report: iv, 23 p.; Appendixes, https://doi.org/10.3133/sir20095195.","productDescription":"Report: iv, 23 p.; Appendixes","onlineOnly":"Y","additionalOnlineFiles":"Y","temporalStart":"2005-01-01","temporalEnd":"2006-12-31","costCenters":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"links":[{"id":125684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5195.jpg"},{"id":13144,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5195/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.2,34.2 ], [ -114.2,34.36666666666667 ], [ -113.53333333333333,34.36666666666667 ], [ -113.53333333333333,34.2 ], [ -114.2,34.2 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635780","contributors":{"authors":[{"text":"Wiele, Stephen M. smwiele@usgs.gov","contributorId":2199,"corporation":false,"usgs":true,"family":"Wiele","given":"Stephen","email":"smwiele@usgs.gov","middleInitial":"M.","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303736,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hart, Robert J. bhart@usgs.gov","contributorId":598,"corporation":false,"usgs":true,"family":"Hart","given":"Robert","email":"bhart@usgs.gov","middleInitial":"J.","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303735,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darling, Hugh L. hdarling@usgs.gov","contributorId":4681,"corporation":false,"usgs":true,"family":"Darling","given":"Hugh","email":"hdarling@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":303737,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hautzinger, Andrew B.","contributorId":45411,"corporation":false,"usgs":true,"family":"Hautzinger","given":"Andrew","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":303738,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":97965,"text":"sir20095135 - 2009 - Statistical Summaries of Streamflow in and near Oklahoma Through 2007","interactions":[],"lastModifiedDate":"2012-03-08T17:16:28","indexId":"sir20095135","displayToPublicDate":"2009-11-03T00:00:00","publicationYear":"2009","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":"2009-5135","title":"Statistical Summaries of Streamflow in and near Oklahoma Through 2007","docAbstract":"Statistical summaries of streamflow records through 2007 for gaging stations in Oklahoma and parts of adjacent states are presented for 238 stations with at least 10 years of streamflow record. Streamflow at 120 of the stations is regulated for specific periods. Data for these periods were analyzed separately to account for changes in streamflow because of regulation by dams or other human modification of streamflow. A brief description of the location, drainage area, and period of record is given for each gaging station. A brief regulation history also is given for stations with a regulated streamflow record. This descriptive information is followed by tables of mean and median monthly and annual discharges, magnitude and probability of exceedance of annual instantaneous peak flows, durations of daily mean flow, magnitude and probability of nonexceedance of annual low flows, and magnitude and probability of nonexceedance of seasonal low flows.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/sir20095135","collaboration":"Prepared in cooperation with the Oklahoma Water Resources Board","usgsCitation":"Lewis, J.M., and Esralew, R.A., 2009, Statistical Summaries of Streamflow in and near Oklahoma Through 2007: U.S. Geological Survey Scientific Investigations Report 2009-5135, iv, 634 p. (with tables), https://doi.org/10.3133/sir20095135.","productDescription":"iv, 634 p. (with tables)","additionalOnlineFiles":"Y","costCenters":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true}],"links":[{"id":125606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2009_5135.jpg"},{"id":13143,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2009/5135/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -103,33.5 ], [ -103,37 ], [ -94,37 ], [ -94,33.5 ], [ -103,33.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e308f","contributors":{"authors":[{"text":"Lewis, Jason M. 0000-0001-5337-1890 jmlewis@usgs.gov","orcid":"https://orcid.org/0000-0001-5337-1890","contributorId":3854,"corporation":false,"usgs":true,"family":"Lewis","given":"Jason","email":"jmlewis@usgs.gov","middleInitial":"M.","affiliations":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true}],"preferred":true,"id":303733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Esralew, Rachel A.","contributorId":104862,"corporation":false,"usgs":true,"family":"Esralew","given":"Rachel","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":303734,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":97970,"text":"ofr20091237 - 2009 - Application of the multi-dimensional surface water modeling system at Bridge 339, Copper River Highway, Alaska","interactions":[],"lastModifiedDate":"2018-04-23T10:31:28","indexId":"ofr20091237","displayToPublicDate":"2009-11-03T00:00:00","publicationYear":"2009","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":"2009-1237","title":"Application of the multi-dimensional surface water modeling system at Bridge 339, Copper River Highway, Alaska","docAbstract":"<p>The Copper River Basin, the sixth largest watershed in Alaska, drains an area of 24,200 square miles. This large, glacier-fed river flows across a wide alluvial fan before it enters the Gulf of Alaska. Bridges along the Copper River Highway, which traverses the alluvial fan, have been impacted by channel migration. Due to a major channel change in 2001, Bridge 339 at Mile 36 of the highway has undergone excessive scour, resulting in damage to its abutments and approaches. During the snow- and ice-melt runoff season, which typically extends from mid-May to September, the design discharge for the bridge often is exceeded. The approach channel shifts continuously, and during our study it has shifted back and forth from the left bank to a course along the right bank nearly parallel to the road.</p><p>Maintenance at Bridge 339 has been costly and will continue to be so if no action is taken. Possible solutions to the scour and erosion problem include (1) constructing a guide bank to redirect flow, (2) dredging approximately 1,000 feet of channel above the bridge to align flow perpendicular to the bridge, and (3) extending the bridge. The USGS Multi-Dimensional Surface Water Modeling System (MD_SWMS) was used to assess these possible solutions. The major limitation of modeling these scenarios was the inability to predict ongoing channel migration. We used a hybrid dataset of surveyed and synthetic bathymetry in the approach channel, which provided the best approximation of this dynamic system. Under existing conditions and at the highest measured discharge and stage of 32,500 ft<sup>3</sup>/s and 51.08 ft, respectively, the velocities and shear stresses simulated by MD_SWMS indicate scour and erosion will continue. Construction of a 250-foot-long guide bank would not improve conditions because it is not long enough. Dredging a channel upstream of Bridge 339 would help align the flow perpendicular to Bridge 339, but because of the mobility of the channel bed, the dredged channel would likely fill in during high flows. Extending Bridge 339 would accommodate higher discharges and re-align flow to the bridge.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20091237","collaboration":"Prepared in cooperation with the Alaska Department of Transportation and Public Facilities","usgsCitation":"Brabets, T.P., and Conaway, J.S., 2009, Application of the multi-dimensional surface water modeling system at Bridge 339, Copper River Highway, Alaska: U.S. Geological Survey Open-File Report 2009-1237, iv, 29 p., https://doi.org/10.3133/ofr20091237.","productDescription":"iv, 29 p.","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":125511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2009_1237.jpg"},{"id":353646,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2009/1237/pdf/ofr20091237.pdf","text":"Report","size":"12 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":13148,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2009/1237/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -145.25,61 ], [ -145.25,60.75 ], [ -144.25,60.75 ], [ -144.25,61 ], [ -145.25,61 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a99f","contributors":{"authors":[{"text":"Brabets, Timothy P. tbrabets@usgs.gov","contributorId":2087,"corporation":false,"usgs":true,"family":"Brabets","given":"Timothy","email":"tbrabets@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":303757,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Conaway, Jeffrey S. 0000-0002-3036-592X jconaway@usgs.gov","orcid":"https://orcid.org/0000-0002-3036-592X","contributorId":2026,"corporation":false,"usgs":true,"family":"Conaway","given":"Jeffrey","email":"jconaway@usgs.gov","middleInitial":"S.","affiliations":[{"id":120,"text":"Alaska Science Center Water","active":true,"usgs":true},{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"preferred":true,"id":303758,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70004252,"text":"70004252 - 2009 - Mirror Lake: Past, present and future","interactions":[],"lastModifiedDate":"2024-06-20T13:04:07.568472","indexId":"70004252","displayToPublicDate":"2009-11-01T16:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"chapter":"6","title":"Mirror Lake: Past, present and future","docAbstract":"<p>This chapter discusses the hydrological and biogeochemical characteristics of Mirror Lake and the changes that resulted from air-land-water interactions and human activities. Since the formation of Mirror Lake, both the watershed and the lake have undergone many changes, such as vegetation development and basin filling. These changes are ongoing, and Mirror Lake is continuing along an aging pathway and ultimately, it will fill with sediment and no longer be a lake. The chapter also identifies major factors that affected the hydrology and biogeochemistry of Mirror Lake: acid rain, atmospheric deposition of lead and other heavy metals, increased human settlement around the lake, the construction of an interstate highway through the watershed of the Northeast Tributary, the construction of an access road through the West and Northeast watersheds to the lake, and climate change. The chapter also offers future recommendations for management and protection of Mirror Lake.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Mirror Lake: Interactions among air, land, and water","largerWorkSubtype":{"id":15,"text":"Monograph"},"language":"English","publisher":"University of California Press","doi":"10.1525/california/9780520261198.003.0006","usgsCitation":"Likens, G.E., and LaBaugh, J.W., 2009, Mirror Lake: Past, present and future, chap. 6 <i>of</i> Mirror Lake: Interactions among air, land, and water, p. 300-328, https://doi.org/10.1525/california/9780520261198.003.0006.","productDescription":"29 p.","startPage":"300","endPage":"328","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-004926","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":310719,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New 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,{"id":70199497,"text":"70199497 - 2009 - Development of an objective‐oriented groundwater model for conjunctive‐use planning of surface water and groundwater","interactions":[],"lastModifiedDate":"2018-09-19T13:28:11","indexId":"70199497","displayToPublicDate":"2009-11-01T13:26:55","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Development of an objective‐oriented groundwater model for conjunctive‐use planning of surface water and groundwater","docAbstract":"<p><span>In this paper we construct an objective‐oriented model for conjunctive‐use planning of surface water and groundwater for the Warren groundwater basin in southern California. The goal of conjunctive‐use planning is to decrease high‐nitrate concentration while maintaining groundwater levels at desired elevations and meeting water demand. We formulate a management problem that minimizes the total cost over the proper choices of the time‐varying pumping and recharge rates at prespecified wells and surface ponds. To make the solution of the management problem reliable, we must have an accurate simulation model to predict groundwater level and nitrate concentration distributions under different management alternatives. The objective‐oriented model construction approach seeks a representative parameter that has the simplest structure and requires the minimum data for identification but can produce reliable results for a given model application. With the data from the Warren groundwater basin, we show how to incorporate management objectives into the construction of an objective‐oriented model, identify the parameter structure and its corresponding parameter values, solve the generalized inverse problem effectively by finding the worst‐case parameter (WCP), evaluate the sufficiency of existing data, and find a robust experiment design when the existing data are insufficient. Results of this case study show that the presented methodology is useful in practice because (1) data sufficiency can be judged before conducting actual field experiments and (2) the identified WCP drastically reduces the computation time for constructing an objective‐oriented model.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/2007WR006662","usgsCitation":"Chiu, Y., Sun, N., Nishikawa, T., and Yeh, W.W., 2009, Development of an objective‐oriented groundwater model for conjunctive‐use planning of surface water and groundwater: Water Resources Research, v. 45, no. 12, 13 p., https://doi.org/10.1029/2007WR006662.","productDescription":"13 p.","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":357495,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Warren groundwater basin","volume":"45","issue":"12","noUsgsAuthors":false,"publicationDate":"2009-07-31","publicationStatus":"PW","scienceBaseUri":"5c10cac3e4b034bf6a7f765d","contributors":{"authors":[{"text":"Chiu, Yung-Chia","contributorId":103134,"corporation":false,"usgs":true,"family":"Chiu","given":"Yung-Chia","email":"","affiliations":[],"preferred":false,"id":745588,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sun, Ne-Zheng","contributorId":208008,"corporation":false,"usgs":false,"family":"Sun","given":"Ne-Zheng","email":"","affiliations":[],"preferred":false,"id":745589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nishikawa, Tracy 0000-0002-7348-3838 tnish@usgs.gov","orcid":"https://orcid.org/0000-0002-7348-3838","contributorId":1515,"corporation":false,"usgs":true,"family":"Nishikawa","given":"Tracy","email":"tnish@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":745590,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Yeh, William W.-G.","contributorId":89344,"corporation":false,"usgs":false,"family":"Yeh","given":"William","email":"","middleInitial":"W.-G.","affiliations":[],"preferred":false,"id":745591,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70042448,"text":"70042448 - 2009 - Agroenvironmental transformation in the Sahel: Another kind of \"green revolution\"","interactions":[],"lastModifiedDate":"2022-03-28T17:02:20.075569","indexId":"70042448","displayToPublicDate":"2009-11-01T11:46:30","publicationYear":"2009","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":3,"text":"Organization Series"},"seriesNumber":"00914","title":"Agroenvironmental transformation in the Sahel: Another kind of \"green revolution\"","docAbstract":"A farmer-managed, agroenvironmental transformation has occurred over the past three decades in the West African Sahel, enabling both land rehabilitation and agricultural intensification to support a dense and growing population. This paper traces the technical and institutional innovations, their impacts, and lessons learned from two successful examples. The first is the story of the improvement and replication of indigenous soil and water conservation practices across the Central Plateau of Burkina Faso. Rehabilitation of at least 200,000 hectares of degraded land enabled farmers to grow cereals on land that had been barren and intensify production through developing agroforestry systems. Additionally, rehabilitation appears to have recharged local wells. The second example is a farmer-managed process of natural regeneration, using improved, local agroforestry practices over an estimated 5 million hectares in southern Niger. This large-scale effort reduced wind erosion and increased the production and marketing of crops, fodder, firewood, fruit, and other products. In both cases, income opportunities were created, reducing incentives for migration. Women benefited from the improved supply of water, fuelwood, and other tree products. Human, social, and political capital was strengthened in a process of farmer-driven change. Fluid coalitions of actors expanded the scale of the transformation. These stories have important lessons for those who seek to create effective agricultural development partnerships and meet the challenges of climate change and food security.","language":"English","publisher":"International Food Policy Research Institute","usgsCitation":"Reij, C., Tappan, G.G., and Smale, M., 2009, Agroenvironmental transformation in the Sahel: Another kind of \"green revolution\", v, 43 p.","productDescription":"v, 43 p.","ipdsId":"IP-015280","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":397726,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":397725,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.ifpri.org/publication/agroenvironmental-transformation-sahel"}],"country":"Burkina Faso, Niger","otherGeospatial":"Central Plateau, West African Sahel","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -3.2958984375,\n              13.261333170798274\n            ],\n            [\n              -3.1201171874999996,\n              12.146745814539685\n            ],\n            [\n              -0.52734375,\n              12.425847783029134\n            ],\n            [\n              -0.98876953125,\n              14.902321826141808\n            ],\n            [\n              -2.021484375,\n              14.562317701914855\n            ],\n            [\n              -2.08740234375,\n              14.243086862716888\n            ],\n            [\n              -2.48291015625,\n              14.413400165206092\n            ],\n            [\n              -2.96630859375,\n              14.136575651477944\n            ],\n            [\n              -2.96630859375,\n              13.838079936422462\n            ],\n            [\n              -3.3618164062499996,\n              13.81674404684894\n            ],\n            [\n              -3.2958984375,\n              13.261333170798274\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              6.240234374999999,\n              13.66733825965496\n            ],\n            [\n              6.767578125,\n              12.983147716796578\n            ],\n            [\n              7.05322265625,\n              12.961735843534306\n            ],\n            [\n              7.3828125,\n              13.047372256948787\n            ],\n            [\n              7.91015625,\n              13.21855594917547\n            ],\n            [\n              8.72314453125,\n              12.726084296948196\n            ],\n            [\n              9.68994140625,\n              12.704650508287893\n            ],\n            [\n              10.283203125,\n              13.197164523281993\n            ],\n            [\n              10.832519531249998,\n              13.346865014577924\n            ],\n            [\n              10.7666015625,\n              15.496032414238634\n            ],\n            [\n              6.218261718749999,\n              15.347761924346937\n            ],\n            [\n              6.240234374999999,\n              13.66733825965496\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Reij, Chris","contributorId":147839,"corporation":false,"usgs":false,"family":"Reij","given":"Chris","email":"","affiliations":[],"preferred":false,"id":838985,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tappan, G. Gray 0000-0002-2240-6963 tappan@usgs.gov","orcid":"https://orcid.org/0000-0002-2240-6963","contributorId":3624,"corporation":false,"usgs":true,"family":"Tappan","given":"G.","email":"tappan@usgs.gov","middleInitial":"Gray","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":838986,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smale, Melinda","contributorId":147840,"corporation":false,"usgs":false,"family":"Smale","given":"Melinda","email":"","affiliations":[],"preferred":false,"id":838987,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70148711,"text":"70148711 - 2009 - Shifts in the trophic base of intermittent stream food webs","interactions":[],"lastModifiedDate":"2015-06-22T09:48:36","indexId":"70148711","displayToPublicDate":"2009-11-01T11:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1919,"text":"Hydrobiologia","onlineIssn":"1573-5117","printIssn":"0018-8158","active":true,"publicationSubtype":{"id":10}},"title":"Shifts in the trophic base of intermittent stream food webs","docAbstract":"<p>Understanding spatial and temporal variation in the trophic base of stream food webs is critical for predicting population and community stability, and ecosystem function. We used stable isotope ratios (<sup>13</sup>C/<sup>12</sup>C, and <sup>15</sup>N/<sup>14</sup>N) to characterize the trophic base of two streams in the Ozark Mountains of northwest Arkansas, U.S.A. We predicted that autochthonous resources would be more important during the spring and summer and allochthonous resources would be more important in the winter due to increased detritus inputs from the riparian zone during autumn leaf drop. We predicted that stream communities would demonstrate increased reliance on autochthonous resources at sites with larger watersheds and greater canopy openness. The study was conducted at three low-order sites in the Mulberry River Drainage (watershed area range: 81-232 km<sup>2</sup>) seasonally in 2006 and 2007. We used circular statistics to examine community-wide shifts in isotope space among fish and invertebrate consumers in relation to basal resources, including detritus and periphyton. Mixing models were used to quantify the relative contribution of autochthonous and allochthonous energy sources to individual invertebrate consumers. Significant isotopic shifts occurred but results varied by season and site indicating substantial variation in the trophic base of stream food webs. In terms of temporal variation, consumers shifted toward periphyton in the summer during periods of low discharge, but results varied during the interval between summer and winter. Our results did not demonstrate increased reliance on periphyton with increasing watershed area or canopy openness, and detritus was important at all the sites. In our study, riffle-pool geomorphology likely disrupted the expected spatial pattern and stream drying likely impacted the availability and distribution of basal resources.</p>","language":"English","publisher":"Kluwer Academic Publishers","publisherLocation":"Dordrecht","doi":"10.1007/s10750-009-9919-1","collaboration":"University of Arkansas; Arkansas Game and Fish Commission; Wildlife Management Institute","usgsCitation":"Dekar, M.P., Magoulick, D.D., and Huxel, G., 2009, Shifts in the trophic base of intermittent stream food webs: Hydrobiologia, v. 635, no. 1, p. 263-277, https://doi.org/10.1007/s10750-009-9919-1.","productDescription":"15 p.","startPage":"263","endPage":"277","numberOfPages":"15","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-012239","costCenters":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"links":[{"id":301425,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"635","issue":"1","publishingServiceCenter":{"id":8,"text":"Raleigh PSC"},"noUsgsAuthors":false,"publicationDate":"2009-08-17","publicationStatus":"PW","scienceBaseUri":"558931d8e4b0b6d21dd61c16","contributors":{"authors":[{"text":"Dekar, Matthew P.","contributorId":139245,"corporation":false,"usgs":false,"family":"Dekar","given":"Matthew","email":"","middleInitial":"P.","affiliations":[{"id":6678,"text":"U.S. Fish and Wildlife Service, Alaska Maritime National Wildlife Refuge","active":true,"usgs":false}],"preferred":false,"id":549259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Magoulick, Daniel D. 0000-0001-9665-5957 danmag@usgs.gov","orcid":"https://orcid.org/0000-0001-9665-5957","contributorId":2513,"corporation":false,"usgs":true,"family":"Magoulick","given":"Daniel","email":"danmag@usgs.gov","middleInitial":"D.","affiliations":[{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true},{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"preferred":true,"id":549078,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Huxel, G.R.","contributorId":35207,"corporation":false,"usgs":true,"family":"Huxel","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":549260,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70148190,"text":"70148190 - 2009 - Distribution and habitat use of king rails in the Illinois and Upper Mississippi River valleys","interactions":[],"lastModifiedDate":"2015-05-26T09:54:10","indexId":"70148190","displayToPublicDate":"2009-11-01T11:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2508,"text":"Journal of Wildlife Management","active":true,"publicationSubtype":{"id":10}},"title":"Distribution and habitat use of king rails in the Illinois and Upper Mississippi River valleys","docAbstract":"<p>The migratory population of the king rail (<i>Rallus elegans</i>) has declined dramatically during the past 40 years, emphasizing the need to identify habitat requirements of this species to help guide conservation efforts. To assess distribution and habitat use of king rails along the Illinois and Upper Mississippi valleys, USA, we conducted repeated call-broadcast surveys at 83 locations in 2006 and 114 locations in 2007 distributed among 21 study sites. We detected king rails at 12 survey locations in 2006 and 14 locations in 2007, illustrating the limited distribution of king rails in this region. We found king rails concentrated at Clarence Cannon National Wildlife Refuge, an adjacent private Wetlands Reserve program site, and B. K. Leach Conservation Area, which were located in the Mississippi River floodplain in northeast Missouri. Using Program PRESENCE, we estimated detection probabilities and built models to identify habitat covariates that were important in king rail site occupancy. Habitat covariates included percentage of cover by tall (&gt; 1 m) and short (&lt;= 1 m) emergent vegetation, percentage of cover of woody vegetation, and interspersion of water and vegetation ( 2007 only) within 50 m of the survey location. Detection probability was 0.43 (SE = 0.12) in 2006 and 0.35 (SE = 0.03) in 2007 and was influenced by observer identity and percentage of cover by tall herbaceous vegetation. Site occupancy was 0.11 (SE = 0.04) in 2006 and 0.14 (SE = 0.04) in 2007 and was negatively influenced most by percentage of cover by woody vegetation. In addition, we found that interspersion of vegetation and water was positively related to occupancy in 2007. Thus, nesting king rails used wetlands that were characterized by high water-vegetation interspersion and little or no cover by woody vegetation. Our results suggest that biologists can improve king rail habitat by implementing management techniques that reduce woody cover and increase vegetation-water interspersion in wetlands.</p>","language":"English","publisher":"Wildlife Society","publisherLocation":"Washington, D.C.","doi":"10.2193/2008-561","usgsCitation":"Darrah, A.J., and Krementz, D.G., 2009, Distribution and habitat use of king rails in the Illinois and Upper Mississippi River valleys: Journal of Wildlife Management, v. 73, no. 8, p. 1380-1386, https://doi.org/10.2193/2008-561.","productDescription":"7 p.","startPage":"1380","endPage":"1386","numberOfPages":"7","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-010305","costCenters":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"links":[{"id":300770,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"73","issue":"8","publishingServiceCenter":{"id":8,"text":"Raleigh PSC"},"noUsgsAuthors":false,"publicationDate":"2010-12-13","publicationStatus":"PW","scienceBaseUri":"55659938e4b0d9246a9eb616","contributors":{"authors":[{"text":"Darrah, Abigail J. adarrah@usgs.gov","contributorId":5883,"corporation":false,"usgs":true,"family":"Darrah","given":"Abigail","email":"adarrah@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":547579,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krementz, David G. 0000-0002-5661-4541 dkrementz@usgs.gov","orcid":"https://orcid.org/0000-0002-5661-4541","contributorId":2827,"corporation":false,"usgs":true,"family":"Krementz","given":"David","email":"dkrementz@usgs.gov","middleInitial":"G.","affiliations":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"preferred":true,"id":547549,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70042791,"text":"70042791 - 2009 - Sources and distribution of organic compounds using passive samplers in Lake Mead National Recreation Area, Nevada and Arizona, and their implications for potential effects on aquatic biota.","interactions":[],"lastModifiedDate":"2018-10-20T09:43:42","indexId":"70042791","displayToPublicDate":"2009-11-01T00:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2262,"text":"Journal of Environmental Quality","active":true,"publicationSubtype":{"id":10}},"title":"Sources and distribution of organic compounds using passive samplers in Lake Mead National Recreation Area, Nevada and Arizona, and their implications for potential effects on aquatic biota.","docAbstract":"<p>Th e delineation of lateral and vertical gradients of organic contaminants in lakes is hampered by low concentrations and nondetection of many organic compounds in water. Passive samplers (semipermeable membrane devices [SPMDs] and polar organic chemical integrative samplers [POCIS]) are well suited for assessing gradients because they can detect synthetic organic compounds (SOCs) at pg L-1 concentrations. Semi-permeable membrane devices and POCIS were deployed in Lake Mead, at two sites in Las Vegas Wash, at four sites across Lake Mead, and in the Colorado River downstream from Hoover Dam. Concentrations of hydrophobic SOCs were highest in Las Vegas Wash downstream from waste water and urban inputs and at 8 m depth in Las Vegas Bay (LVB) where Las Vegas Wash enters Lake Mead. Th e distribution of hydrophobic SOCs showed a lateral distribution across 10 km of Lake Mead from LVB to Boulder Basin. To assess possible vertical gradients of SOCs, SPMDs were deployed at 4-m intervals in 18 m of water in LVB. Fragrances and legacy SOCs were found at the greatest concentrations at the deepest depth. Th e vertical gradient of SOCs indicated that contaminants were generally confi ned to within 6 m of the lake bottom during the deployment interval. The high SOC concentrations, warmer water temperatures, and higher total dissolved solids concentrations at depth are indicative of a plume of Las Vegas Wash water moving along the lake bottom. Th e lateral and vertical distribution of SOCs is discussed in the context of other studies that have shown impaired health of fish exposed to SOCs.</p>","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Environmental Quality","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","doi":"10.2134/jeq2009.0095","usgsCitation":"Rosen, M.R., Alvarez, D.A., Goodbred, S.L., Leiker, T.J., and Patino, R., 2009, Sources and distribution of organic compounds using passive samplers in Lake Mead National Recreation Area, Nevada and Arizona, and their implications for potential effects on aquatic biota.: Journal of Environmental Quality, v. 39, no. 7-8, p. 1161-1172, https://doi.org/10.2134/jeq2009.0095.","productDescription":"12 p.","startPage":"1161","endPage":"1172","ipdsId":"IP-004408","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true},{"id":34983,"text":"Contaminant Biology Program","active":true,"usgs":true}],"links":[{"id":476050,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.2134/jeq2009.0095","text":"Publisher Index Page"},{"id":269012,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":269011,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.2134/jeq2009.0095"}],"country":"United States","volume":"39","issue":"7-8","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd735fe4b0b29085108e77","contributors":{"authors":[{"text":"Rosen, Michael R. 0000-0003-3991-0522 mrosen@usgs.gov","orcid":"https://orcid.org/0000-0003-3991-0522","contributorId":495,"corporation":false,"usgs":true,"family":"Rosen","given":"Michael","email":"mrosen@usgs.gov","middleInitial":"R.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":472277,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alvarez, David A. 0000-0002-6918-2709 dalvarez@usgs.gov","orcid":"https://orcid.org/0000-0002-6918-2709","contributorId":1369,"corporation":false,"usgs":true,"family":"Alvarez","given":"David","email":"dalvarez@usgs.gov","middleInitial":"A.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":true,"id":472279,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goodbred, Steven L. sgoodbred@usgs.gov","contributorId":497,"corporation":false,"usgs":true,"family":"Goodbred","given":"Steven","email":"sgoodbred@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":472278,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Leiker, Thomas J.","contributorId":47805,"corporation":false,"usgs":true,"family":"Leiker","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":472281,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Patino, Reynaldo 0000-0002-4831-8400 r.patino@usgs.gov","orcid":"https://orcid.org/0000-0002-4831-8400","contributorId":2311,"corporation":false,"usgs":true,"family":"Patino","given":"Reynaldo","email":"r.patino@usgs.gov","affiliations":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"preferred":true,"id":472280,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70043336,"text":"70043336 - 2009 - Comprehensive inter-laboratory calibration of reference materials for δ18O versus VSMOW using various on-line high-temperature conversion techniques","interactions":[],"lastModifiedDate":"2017-06-01T13:34:59","indexId":"70043336","displayToPublicDate":"2009-11-01T00:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3233,"text":"Rapid Communications in Mass Spectrometry","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Comprehensive inter-laboratory calibration of reference materials for δ<sup>18</sup>O versus VSMOW using various on-line high-temperature conversion techniques","title":"Comprehensive inter-laboratory calibration of reference materials for δ18O versus VSMOW using various on-line high-temperature conversion techniques","docAbstract":"<p>Internationally distributed organic and inorganic oxygen isotopic reference materials have been calibrated by six laboratories carrying out more than 5300 measurements using a variety of high-temperature conversion techniques (HTC)&nbsp;in an evaluation sponsored by the International Union of Pure and Applied Chemistry (IUPAC). To aid in the calibration of these reference materials, which span more than 125‰, an artificially enriched reference water (<i>δ</i><sup>18</sup>O of +78.91‰) and two barium sulfates (one depleted and one enriched in <sup>18</sup>O) were prepared and calibrated relative to VSMOW2&nbsp;and SLAP reference waters. These materials were used to calibrate the other isotopic reference materials in this study, which yielded:</p><div id=\"scrollable-1496341670582\" class=\"table__overflow js-module scrollable\" data-module=\"Table\"><table class=\"table table--article-section mce-item-table\" border=\"0\"><thead class=\"table__header table__header-data--bottom\"><tr class=\"table__row\"><th class=\"table__header-data table-border--bottom \">Reference material</th><th class=\"table__header-data table-border--bottom \"><i>δ</i><sup>18</sup>O and estimated combined uncertainty&nbsp;</th></tr></thead><tbody class=\"table__body table__data--top\"><tr class=\"table__row\"><td class=\"table__data \">IAEA-602 benzoic acid</td><td class=\"table__data table__data--center \">+71.28 ± 0.36‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">USGS35 sodium nitrate</td><td class=\"table__data table__data--center \">+56.81 ± 0.31‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">IAEA-NO-3 potassium nitrate</td><td class=\"table__data table__data--center \">+25.32 ± 0.29‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">IAEA-601 benzoic acid</td><td class=\"table__data table__data--center \">+23.14 ± 0.19‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">IAEA-SO-5 barium sulfate</td><td class=\"table__data table__data--center \">+12.13 ± 0.33‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">NBS 127 barium sulfate</td><td class=\"table__data table__data--center \">+8.59 ± 0.26‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">VSMOW2 water</td><td class=\"table__data table__data--center \">0‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">IAEA-600 caffeine</td><td class=\"table__data table__data--center \">−3.48 ± 0.53‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">IAEA-SO-6 barium sulfate</td><td class=\"table__data table__data--center \">−11.35 ± 0.31‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">USGS34 potassium nitrate</td><td class=\"table__data table__data--center \">−27.78 ± 0.37‰</td></tr><tr class=\"table__row\"><td class=\"table__data \">SLAP water</td><td class=\"table__data table__data--center \">−55.5‰</td></tr></tbody></table></div><p>The seemingly large estimated combined uncertainties arise from differences in instrumentation and methodology and difficulty in accounting for all measurement bias. They are composed of the 3-fold standard errors directly calculated from the measurements and provision for systematic errors discussed in this paper. A primary conclusion of this study is that nitrate samples analyzed for <i>δ</i><sup>18</sup>O should be analyzed with internationally distributed isotopic nitrates, and likewise for sulfates and organics. Authors reporting relative differences of oxygen-isotope ratios (<i>δ</i><sup>18</sup>O) of nitrates, sulfates, or organic material should explicitly state in their reports the <i>δ</i><sup>18</sup>O values of two or more internationally distributed nitrates (USGS34, IAEA-NO-3, and USGS35), sulfates (IAEA-SO-5, IAEA-SO-6, and NBS 127), or organic material (IAEA-601 benzoic acid, IAEA-602 benzoic acid, and IAEA-600 caffeine), as appropriate to the material being analyzed, had these reference materials been analyzed with unknowns. This procedure ensures that readers will be able to normalize the <i>δ</i><sup>18</sup>O values at a later time should it become necessary.</p><p>The high-temperature reduction technique for analyzing <i>δ</i><sup>18</sup>O and <i>δ</i><sup>2</sup>H is not as widely applicable as the well-established combustion technique for carbon and nitrogen stable isotope determination. To obtain the most reliable stable isotope data, materials should be treated in an identical fashion; within the same sequence of analyses, samples should be compared with working reference materials that are as similar in nature and in isotopic composition as feasible.</p>","language":"English","publisher":"Wiley","doi":"10.1002/rcm.3958","usgsCitation":"Brand, W., Coplen, T.B., Aerts-Bijma, A.T., Bohlke, J., Gehre, M., Geilmann, H., Groning, M., Jansen, H.G., Meijer, H.A., Mroczkowski, S.J., Qi, H., Soergel, K., Stuart-Williams, H., Weise, S.M., and Werner, R.A., 2009, Comprehensive inter-laboratory calibration of reference materials for δ18O versus VSMOW using various on-line high-temperature conversion techniques: Rapid Communications in Mass Spectrometry, v. 23, p. 999-1019, https://doi.org/10.1002/rcm.3958.","productDescription":"21 p.","startPage":"999","endPage":"1019","numberOfPages":"21","ipdsId":"IP-010249","costCenters":[{"id":146,"text":"Branch of Regional Research-Eastern Region","active":false,"usgs":true}],"links":[{"id":269014,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":267270,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1002/rcm.3958"}],"volume":"23","noUsgsAuthors":false,"publicationDate":"2009-03-04","publicationStatus":"PW","scienceBaseUri":"53cd5252e4b0b290850f4756","contributors":{"authors":[{"text":"Brand, Willi A.","contributorId":38866,"corporation":false,"usgs":true,"family":"Brand","given":"Willi A.","affiliations":[],"preferred":false,"id":473416,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coplen, Tyler B. 0000-0003-4884-6008 tbcoplen@usgs.gov","orcid":"https://orcid.org/0000-0003-4884-6008","contributorId":508,"corporation":false,"usgs":true,"family":"Coplen","given":"Tyler","email":"tbcoplen@usgs.gov","middleInitial":"B.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":37464,"text":"WMA - Laboratory & Analytical Services Division","active":true,"usgs":true},{"id":27111,"text":"National Water Quality Program","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":473413,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aerts-Bijma, Anita T.","contributorId":85855,"corporation":false,"usgs":true,"family":"Aerts-Bijma","given":"Anita","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":473420,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bohlke, John Karl 0000-0001-5693-6455","orcid":"https://orcid.org/0000-0001-5693-6455","contributorId":84641,"corporation":false,"usgs":true,"family":"Bohlke","given":"John Karl","affiliations":[],"preferred":false,"id":473419,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Gehre, Matthias","contributorId":34004,"corporation":false,"usgs":false,"family":"Gehre","given":"Matthias","email":"","affiliations":[],"preferred":false,"id":473415,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Geilmann, Heike","contributorId":41303,"corporation":false,"usgs":false,"family":"Geilmann","given":"Heike","email":"","affiliations":[{"id":13365,"text":"Max-Planck Institute for Biogeochemistry, Jena, Germany","active":true,"usgs":false}],"preferred":false,"id":473417,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Groning, Manfred","contributorId":47659,"corporation":false,"usgs":true,"family":"Groning","given":"Manfred","affiliations":[],"preferred":false,"id":473418,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Jansen, Henk G.","contributorId":56466,"corporation":false,"usgs":true,"family":"Jansen","given":"Henk","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":696902,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Meijer, Harro A. J.","contributorId":65684,"corporation":false,"usgs":true,"family":"Meijer","given":"Harro","email":"","middleInitial":"A. J.","affiliations":[],"preferred":false,"id":696903,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Mroczkowski, Stanley J. 0000-0001-8026-6025 smroczko@usgs.gov","orcid":"https://orcid.org/0000-0001-8026-6025","contributorId":2628,"corporation":false,"usgs":true,"family":"Mroczkowski","given":"Stanley","email":"smroczko@usgs.gov","middleInitial":"J.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":473414,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Qi, Haiping 0000-0002-8339-744X haipingq@usgs.gov","orcid":"https://orcid.org/0000-0002-8339-744X","contributorId":507,"corporation":false,"usgs":true,"family":"Qi","given":"Haiping","email":"haipingq@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":473412,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"Soergel, Karin","contributorId":45921,"corporation":false,"usgs":true,"family":"Soergel","given":"Karin","email":"","affiliations":[],"preferred":false,"id":696904,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Stuart-Williams, Hilary","contributorId":24971,"corporation":false,"usgs":true,"family":"Stuart-Williams","given":"Hilary","email":"","affiliations":[],"preferred":false,"id":696905,"contributorType":{"id":1,"text":"Authors"},"rank":13},{"text":"Weise, Stephan M.","contributorId":9487,"corporation":false,"usgs":true,"family":"Weise","given":"Stephan","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":696906,"contributorType":{"id":1,"text":"Authors"},"rank":14},{"text":"Werner, Roland A.","contributorId":187806,"corporation":false,"usgs":false,"family":"Werner","given":"Roland","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":696907,"contributorType":{"id":1,"text":"Authors"},"rank":15}]}}
,{"id":70044695,"text":"70044695 - 2009 - Hydrothermal processes above the Yellowstone magma chamber: Large hydrothermal systems and large hydrothermal explosions","interactions":[],"lastModifiedDate":"2021-03-12T18:16:31.066491","indexId":"70044695","displayToPublicDate":"2009-11-01T00:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3459,"text":"Special Paper of the Geological Society of America","active":true,"publicationSubtype":{"id":10}},"title":"Hydrothermal processes above the Yellowstone magma chamber: Large hydrothermal systems and large hydrothermal explosions","docAbstract":"<p>Hydrothermal explosions are violent and dramatic events resulting in the rapid ejection of boiling water, steam, mud, and rock fragments from source craters that range from a few meters up to more than 2 km in diameter; associated breccia can be emplaced as much as 3 to 4 km from the largest craters. Hydrothermal explosions occur where shallow interconnected reservoirs of steam- and liquid-saturated fluids with temperatures at or near the boiling curve underlie thermal fields. Sudden reduction in confining pressure causes fluids to flash to steam, resulting in significant expansion, rock fragmentation, and debris ejection.</p><p>In Yellowstone, hydrothermal explosions are a potentially significant hazard for visitors and facilities and can damage or even destroy thermal features. The breccia deposits and associated craters formed from hydrothermal explosions are mapped as mostly Holocene (the Mary Bay deposit is older) units throughout Yellowstone National Park (YNP) and are spatially related to within the 0.64-Ma Yellowstone caldera and along the active Norris-Mammoth tectonic corridor.</p><p>In Yellowstone, at least 20 large (&gt;100 m in diameter) hydrothermal explosion craters have been identified; the scale of the individual associated events dwarfs similar features in geothermal areas elsewhere in the world. Large hydrothermal explosions in Yellowstone have occurred over the past 16 ka averaging ~1 every 700 yr; similar events are likely in the future. Our studies of large hydrothermal explosion events indicate: (1) none are directly associated with eruptive volcanic or shallow intrusive events; (2) several historical explosions have been triggered by seismic events; (3) lithic clasts and comingled matrix material that form hydrothermal explosion deposits are extensively altered, indicating that explosions occur in areas subjected to intense hydrothermal processes; (4) many lithic clasts contained in explosion breccia deposits preserve evidence of repeated fracturing and vein-filling; and (5) areal dimensions of many large hydrothermal explosion craters in Yellowstone are similar to those of its active geyser basins and thermal areas. For Yellowstone, our knowledge of hydrothermal craters and ejecta is generally limited to after the Yellowstone Plateau emerged from beneath a late Pleistocene icecap that was roughly a kilometer thick. Large hydrothermal explosions may have occurred earlier as indicated by multiple episodes of cementation and brecciation commonly observed in hydrothermal ejecta clasts.</p><p>Critical components for large, explosive hydrothermal systems include a water-saturated system at or near boiling temperatures and an interconnected system of well-developed joints and fractures along which hydrothermal fluids flow. Active deformation of the Yellowstone caldera, active faulting and moderate local seismicity, high heat flow, rapid changes in climate, and regional stresses are factors that have strong influences on the type of hydrothermal system developed. Ascending hydrothermal fluids flow along fractures that have developed in response to active caldera deformation and along edges of low-permeability rhyolitic lava flows. Alteration of the area affected, self-sealing leading to development of a caprock for the hydrothermal system, and dissolution of silica-rich rocks are additional factors that may constrain the distribution and development of hydrothermal fields. A partial low-permeability layer that acts as a cap to the hydrothermal system may produce some over-pressurization, thought to be small in most systems. Any abrupt drop in pressure initiates steam flashing and is rapidly transmitted through interconnected fractures that result in a series of multiple large-scale explosions contributing to the excavation of a larger explosion crater. Similarities between the size and dimensions of large hydrothermal explosion craters and thermal fields in Yellowstone may indicate that catastrophic events which result in large hydrothermal explosions are an end phase in geyser basin evolution.</p><p>The Mary Bay hydrothermal explosion crater complex is the largest such complex in Yellowstone, and possibly in the world, with a diameter of 2.8 km in length and 2.4 km in width. It is nested in Mary Bay in the northern basin of Yellowstone Lake, an area of high heat flow and active deformation within the Yellowstone caldera. A sedimentary sequence exposed in wave-cut cliffs between Storm Point and Mary Bay gives insight into the geologic history of the Mary Bay hydrothermal explosion event. The Mary Bay explosion breccia deposits overlie sand above varved lake sediments and are separated locally into an upper and lower unit. The sand unit contains numerous small normal faults and is coextensive with the Mary Bay breccia in its northern extent. This sand may represent deposits of an earthquake-generated wave. Seismicity associated with the earthquake may have triggered the hydrothermal explosion responsible for development of the Mary Bay crater complex. Large hydrothermal explosions are rare events on a human time scale; however, the potential for additional future events of the sort in Yellowstone National Park is not insignificant. Based on the occurrence of large hydrothermal explosion events over the past 16,000 yr, an explosion large enough to create a 100-m-wide crater might be expected every 200 yr.</p>","language":"English","publisher":"Geological Society of America","doi":"10.1130/2009.2459(01)","usgsCitation":"Morgan, L.A., Shanks, P., and Pierce, K.L., 2009, Hydrothermal processes above the Yellowstone magma chamber: Large hydrothermal systems and large hydrothermal explosions: Special Paper of the Geological Society of America, v. 459, 95 p., https://doi.org/10.1130/2009.2459(01).","productDescription":"95 p.","ipdsId":"IP-011176","costCenters":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":384364,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Yellowstone National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.775146484375,\n              44.55622782328973\n            ],\n            [\n              -110.40710449218749,\n              44.55622782328973\n            ],\n            [\n              -110.40710449218749,\n              44.698921513917945\n            ],\n            [\n              -110.775146484375,\n              44.698921513917945\n            ],\n            [\n              -110.775146484375,\n              44.55622782328973\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"459","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5165386be4b077fa94dadfae","contributors":{"authors":[{"text":"Morgan, Lisa A.","contributorId":66300,"corporation":false,"usgs":true,"family":"Morgan","given":"Lisa","email":"","middleInitial":"A.","affiliations":[{"id":481,"text":"Northern Rocky Mountain Science Center","active":true,"usgs":true}],"preferred":false,"id":476241,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shanks, Pat","contributorId":60514,"corporation":false,"usgs":true,"family":"Shanks","given":"Pat","email":"","affiliations":[],"preferred":false,"id":476240,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pierce, Kenneth L. kpierce@usgs.gov","contributorId":1609,"corporation":false,"usgs":true,"family":"Pierce","given":"Kenneth","email":"kpierce@usgs.gov","middleInitial":"L.","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true},{"id":547,"text":"Rocky Mountain Geographic Science Center","active":true,"usgs":true},{"id":481,"text":"Northern Rocky Mountain Science Center","active":true,"usgs":true}],"preferred":true,"id":476239,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70003412,"text":"70003412 - 2009 - Effects of open marsh water management on numbers of larval salt marsh mosquitoes","interactions":[],"lastModifiedDate":"2021-03-05T18:07:03.258087","indexId":"70003412","displayToPublicDate":"2009-11-01T00:00:00","publicationYear":"2009","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2385,"text":"Journal of Medical Entomology","active":true,"publicationSubtype":{"id":10}},"title":"Effects of open marsh water management on numbers of larval salt marsh mosquitoes","docAbstract":"<p><span>Open marsh water management (OMWM) is a commonly used approach to manage salt marsh mosquitoes than can obviate the need for pesticide application and at the same time, partially restore natural functions of grid-ditched marshes. OMWM includes a variety of hydrologic manipulations, often tailored to the specific conditions on individual marshes, so the overall effectiveness of this approach is difficult to assess. Here, we report the results of controlled field trials to assess the effects of two approaches to OMWM on larval mosquito production at National Wildlife Refuges (NWR). A traditional OMWM approach, using pond construction and radial ditches was used at Edwin B. Forsythe NWR in New Jersey, and a ditch-plugging approach was used at Parker River NWR in Massachusetts. Mosquito larvae were sampled from randomly placed stations on paired treatment and control marshes at each refuge. The proportion of sampling stations that were wet declined after OMWM at the Forsythe site, but not at the Parker River site. The proportion of samples with larvae present and mean larval densities, declined significantly at the treatment sites on both refuges relative to the control marshes. Percentage of control for the 2 yr posttreatment, compared with the 2 yr pretreatment, was &gt;90% at both treatment sites.</span></p>","language":"English","publisher":"Entomological Society of America","doi":"10.1603/033.046.0620","usgsCitation":"James-Pirri, M., Ginsberg, H.S., Erwin, R.M., and Taylor, J., 2009, Effects of open marsh water management on numbers of larval salt marsh mosquitoes: Journal of Medical Entomology, v. 46, no. 6, p. 1392-1399, https://doi.org/10.1603/033.046.0620.","productDescription":"8 p.","startPage":"1392","endPage":"1399","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":476051,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1603/033.046.0620","text":"Publisher Index Page"},{"id":384096,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New Jersey;Massachusetts","otherGeospatial":"Edwin B. Forsythe National Wildlife Refuge; Parker River National Wildlife Refuge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.2510986328125,\n              39.65487011614291\n            ],\n            [\n              -74.15496826171874,\n              39.65487011614291\n            ],\n            [\n              -74.15496826171874,\n              39.752073271862386\n            ],\n            [\n              -74.2510986328125,\n              39.752073271862386\n            ],\n            [\n              -74.2510986328125,\n              39.65487011614291\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.81787109374999,\n              42.69858589169842\n            ],\n            [\n              -70.7636260986328,\n              42.69858589169842\n            ],\n            [\n              -70.7636260986328,\n              42.768186784785875\n            ],\n            [\n              -70.81787109374999,\n              42.768186784785875\n            ],\n            [\n              -70.81787109374999,\n              42.69858589169842\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"46","issue":"6","noUsgsAuthors":false,"publicationDate":"2009-11-01","publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611b4c","contributors":{"authors":[{"text":"James-Pirri, Mary-Jane","contributorId":16147,"corporation":false,"usgs":true,"family":"James-Pirri","given":"Mary-Jane","email":"","affiliations":[],"preferred":false,"id":347209,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ginsberg, Howard S. 0000-0002-4933-2466 hginsberg@usgs.gov","orcid":"https://orcid.org/0000-0002-4933-2466","contributorId":3204,"corporation":false,"usgs":true,"family":"Ginsberg","given":"Howard","email":"hginsberg@usgs.gov","middleInitial":"S.","affiliations":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"preferred":true,"id":347208,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Erwin, R. Michael 0000-0003-2108-9502","orcid":"https://orcid.org/0000-0003-2108-9502","contributorId":57125,"corporation":false,"usgs":true,"family":"Erwin","given":"R.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":347210,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Taylor, Janith","contributorId":66832,"corporation":false,"usgs":true,"family":"Taylor","given":"Janith","affiliations":[],"preferred":false,"id":347211,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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