{"pageNumber":"1614","pageRowStart":"40325","pageSize":"25","recordCount":184582,"records":[{"id":70044381,"text":"70044381 - 2012 - Use of expert judgment elicitation to estimate seismic vulnerability of selected building types","interactions":[],"lastModifiedDate":"2013-06-03T10:18:40","indexId":"70044381","displayToPublicDate":"2012-09-24T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":4,"text":"Book"},"publicationSubtype":{"id":12,"text":"Conference publication"},"title":"Use of expert judgment elicitation to estimate seismic vulnerability of selected building types","docAbstract":"Pooling engineering input on earthquake building vulnerability through an expert judgment elicitation process requires careful deliberation. This article provides an \noverview of expert judgment procedures including the Delphi approach and the Cooke performance-based method to estimate the seismic vulnerability of a building category.","largerWorkTitle":"Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 24-28 Sep 2012","conferenceDate":"2012-09-24T00:00:00","conferenceLocation":"Lisbon, Portugal","language":"English","usgsCitation":"Jaiswal, K.S., Aspinall, W., Perkins, D., Wald, D., and Porter, K., 2012, Use of expert judgment elicitation to estimate seismic vulnerability of selected building types.","ipdsId":"IP-037871","costCenters":[{"id":300,"text":"Geologic Hazards Science Center","active":true,"usgs":true}],"links":[{"id":273082,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51adbaebe4b07c214e64bd4f","contributors":{"authors":[{"text":"Jaiswal, K. S.","contributorId":105564,"corporation":false,"usgs":false,"family":"Jaiswal","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":475483,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Aspinall, W.","contributorId":73097,"corporation":false,"usgs":true,"family":"Aspinall","given":"W.","affiliations":[],"preferred":false,"id":475481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perkins, D.","contributorId":83589,"corporation":false,"usgs":true,"family":"Perkins","given":"D.","affiliations":[],"preferred":false,"id":475482,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wald, D. 0000-0002-1454-4514","orcid":"https://orcid.org/0000-0002-1454-4514","contributorId":37866,"corporation":false,"usgs":true,"family":"Wald","given":"D.","affiliations":[],"preferred":false,"id":475480,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Porter, K.A.","contributorId":25060,"corporation":false,"usgs":true,"family":"Porter","given":"K.A.","email":"","affiliations":[],"preferred":false,"id":475479,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70040012,"text":"ofr20121166 - 2012 - Nearshore morphology, benthic structure, hydrodynamics, and coastal groundwater discharge near Kahekili Beach Park, Maui, Hawaii","interactions":[],"lastModifiedDate":"2025-05-14T13:56:05.174887","indexId":"ofr20121166","displayToPublicDate":"2012-09-24T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-1166","title":"Nearshore morphology, benthic structure, hydrodynamics, and coastal groundwater discharge near Kahekili Beach Park, Maui, Hawaii","docAbstract":"This report presents a brief summary of recent fieldwork conducted off Kahekili Beach Park, Maui, Hawaii, the site of the newly established U.S. Coral Reef Task Force priority study area at Kaanapali and the Hawaii Department of Land and Natural Resources, Division of Aquatic Resources, Kahekili Herbivore Fisheries Management Area (HFMA). The goals of this fieldwork are to provide new baseline information to help guide future studies and to provide first insights into rates and drivers of coastal groundwater discharge and associated constituent loadings into the priority study area's coastal waters. This study presents the first swath acoustic mapping information, in situ oceanographic instrument measurements, and coastal groundwater discharge estimates at this site based on the submarine groundwater discharge tracer radon-222 (<sup>222</sup>Rn). Coastal groundwater discharge rates ranged from about 22 to 50 centimeters per day, depending on proximity of the sampling mooring to the primary discharge vent. The water chemistry of the discharging groundwater was at times dramatically different than ambient seawater. For example, at the primary vent site at Kahekili, the concentrations of total dissolved nitrogen (TDN), dissolved silicate (DSi), and total dissolved phosphorus (TDP) in the discharging groundwater were 43.75 micromolar (&mu;M), 583.49 &mu;M, and 12.04 &mu;M, respectively. These data extend our basic understanding of the morphology, benthic structure, and oceanographic setting of this vent site and provide a first estimate of the magnitude and physical forcings of submarine groundwater discharge and associated trace metals and nutrient loads here.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20121166","usgsCitation":"Swarzenski, P.W., Storlazzi, C., Presto, M., Gibbs, A.E., Smith, C.G., Dimova, N.T., Dailer, M.L., and Logan, J., 2012, Nearshore morphology, benthic structure, hydrodynamics, and coastal groundwater discharge near Kahekili Beach Park, Maui, Hawaii: U.S. Geological Survey Open-File Report 2012-1166, iv, 34 p., https://doi.org/10.3133/ofr20121166.","productDescription":"iv, 34 p.","numberOfPages":"38","onlineOnly":"Y","costCenters":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":262028,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2012_1166.bmp"},{"id":262027,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2012/1166/of2012-1166.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":262026,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2012/1166/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Hawai'i","otherGeospatial":"Kahekili Beach Park, Maui","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -156.70083333333332,20.9175 ], [ -156.70083333333332,20.966666666666665 ], [ -156.6675,20.966666666666665 ], [ -156.6675,20.9175 ], [ -156.70083333333332,20.9175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"50e09619e4b0fec3206ee811","contributors":{"authors":[{"text":"Swarzenski, Peter W. 0000-0003-0116-0578 pswarzen@usgs.gov","orcid":"https://orcid.org/0000-0003-0116-0578","contributorId":1070,"corporation":false,"usgs":true,"family":"Swarzenski","given":"Peter","email":"pswarzen@usgs.gov","middleInitial":"W.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":467447,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Storlazzi, Curt D. 0000-0001-8057-4490","orcid":"https://orcid.org/0000-0001-8057-4490","contributorId":77889,"corporation":false,"usgs":true,"family":"Storlazzi","given":"Curt D.","affiliations":[],"preferred":false,"id":467454,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Presto, M. Katherine","contributorId":30192,"corporation":false,"usgs":true,"family":"Presto","given":"M. Katherine","affiliations":[],"preferred":false,"id":467450,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gibbs, Ann E. 0000-0002-0883-3774 agibbs@usgs.gov","orcid":"https://orcid.org/0000-0002-0883-3774","contributorId":2644,"corporation":false,"usgs":true,"family":"Gibbs","given":"Ann","email":"agibbs@usgs.gov","middleInitial":"E.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":467448,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Smith, Christopher G. 0000-0002-8075-4763 cgsmith@usgs.gov","orcid":"https://orcid.org/0000-0002-8075-4763","contributorId":3410,"corporation":false,"usgs":true,"family":"Smith","given":"Christopher","email":"cgsmith@usgs.gov","middleInitial":"G.","affiliations":[{"id":24708,"text":"Lower Mississippi-Gulf Water Science Center","active":true,"usgs":true},{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":467449,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Dimova, Natasha T.","contributorId":50769,"corporation":false,"usgs":true,"family":"Dimova","given":"Natasha","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":467453,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Dailer, Meghan L.","contributorId":42471,"corporation":false,"usgs":true,"family":"Dailer","given":"Meghan","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":467452,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Logan, Joshua B.","contributorId":34470,"corporation":false,"usgs":true,"family":"Logan","given":"Joshua B.","affiliations":[],"preferred":false,"id":467451,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":70040005,"text":"tm11D1 - 2012 - Methods of practice and guidelines for using survey-grade global navigation satellite systems (GNSS) to establish vertical datum in the United States Geological Survey","interactions":[],"lastModifiedDate":"2012-09-24T17:16:30","indexId":"tm11D1","displayToPublicDate":"2012-09-24T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":335,"text":"Techniques and Methods","code":"TM","onlineIssn":"2328-7055","printIssn":"2328-7047","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"11-D1","title":"Methods of practice and guidelines for using survey-grade global navigation satellite systems (GNSS) to establish vertical datum in the United States Geological Survey","docAbstract":"Geodetic surveys have evolved through the years to the use of survey-grade (centimeter level) global positioning to perpetuate and post-process vertical datum. The U.S. Geological Survey (USGS) uses Global Navigation Satellite Systems (GNSS) technology to monitor natural hazards, ensure geospatial control for climate and land use change, and gather data necessary for investigative studies related to water, the environment, energy, and ecosystems. Vertical datum is fundamental to a variety of these integrated earth sciences. Essentially GNSS surveys provide a three-dimensional position x, y, and z as a function of the North American Datum of 1983 ellipsoid and the most current hybrid geoid model. A GNSS survey may be approached with post-processed positioning for static observations related to a single point or network, or involve real-time corrections to provide positioning \"on-the-fly.\" Field equipment required to facilitate GNSS surveys range from a single receiver, with a power source for static positioning, to an additional receiver or network communicated by radio or cellular for real-time positioning. A real-time approach in its most common form may be described as a roving receiver augmented by a single-base station receiver, known as a single-base real-time (RT) survey. More efficient real-time methods involving a Real-Time Network (RTN) permit the use of only one roving receiver that is augmented to a network of fixed receivers commonly known as Continually Operating Reference Stations (CORS). A post-processed approach in its most common form involves static data collection at a single point. Data are most commonly post-processed through a universally accepted utility maintained by the National Geodetic Survey (NGS), known as the Online Position User Service (OPUS). More complex post-processed methods involve static observations among a network of additional receivers collecting static data at known benchmarks. Both classifications provide users flexibility regarding efficiency and quality of data collection.  Quality assurance of survey-grade global positioning is often overlooked or not understood and perceived uncertainties can be misleading. GNSS users can benefit from a blueprint of data collection standards used to ensure consistency among USGS mission areas. A classification of GNSS survey qualities provide the user with the ability to choose from the highest quality survey used to establish objective points with low uncertainties, identified as a Level I, to a GNSS survey for general topographic control without quality assurance, identified as a Level IV. A Level I survey is strictly limited to post-processed methods, whereas Level II, Level III, and Level IV surveys integrate variations of a RT approach. Among these classifications, techniques involving blunder checks and redundancy are important, and planning that involves the assessment of the overall satellite configuration, as well as terrestrial and space weather, are necessary to ensure an efficient and quality campaign. Although quality indicators and uncertainties are identified in post-processed methods using CORS, the accuracy of a GNSS survey is most effectively expressed as a comparison to a local benchmark that has a high degree of confidence. Real-time and post-processed methods should incorporate these \"trusted\" benchmarks as a check during any campaign.  Global positioning surveys are expected to change rapidly in the future. The expansion of continuously operating reference stations, combined with newly available satellite signals, and enhancements to the conterminous geoid, are all sufficient indicators for substantial growth in real-time positioning and quality thereof.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/tm11D1","usgsCitation":"Rydlund, P.H., and Densmore, B.K., 2012, Methods of practice and guidelines for using survey-grade global navigation satellite systems (GNSS) to establish vertical datum in the United States Geological Survey: U.S. Geological Survey Techniques and Methods 11-D1, xii, 102 p., https://doi.org/10.3133/tm11D1.","productDescription":"xii, 102 p.","numberOfPages":"120","costCenters":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"links":[{"id":262029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tm_11_D1.gif"},{"id":262022,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/tm/11d1/","linkFileType":{"id":5,"text":"html"}},{"id":262023,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tm/11d1/tm11-D1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"50e03c8ae4b0fec3206eb34f","contributors":{"authors":[{"text":"Rydlund, Paul H. Jr. 0000-0001-9461-9944 prydlund@usgs.gov","orcid":"https://orcid.org/0000-0001-9461-9944","contributorId":3840,"corporation":false,"usgs":true,"family":"Rydlund","given":"Paul","suffix":"Jr.","email":"prydlund@usgs.gov","middleInitial":"H.","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true},{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true},{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467432,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Densmore, Brenda K. 0000-0003-2429-638X bdensmore@usgs.gov","orcid":"https://orcid.org/0000-0003-2429-638X","contributorId":4896,"corporation":false,"usgs":true,"family":"Densmore","given":"Brenda","email":"bdensmore@usgs.gov","middleInitial":"K.","affiliations":[{"id":464,"text":"Nebraska Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467433,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70040010,"text":"sir20125189 - 2012 - Quantification of aquifer properties with surface nuclear magnetic resonance in the Platte River valley, central Nebraska, using a novel inversion method","interactions":[],"lastModifiedDate":"2012-09-24T17:16:30","indexId":"sir20125189","displayToPublicDate":"2012-09-24T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-5189","title":"Quantification of aquifer properties with surface nuclear magnetic resonance in the Platte River valley, central Nebraska, using a novel inversion method","docAbstract":"Surface nuclear magnetic resonance, a noninvasive geophysical method, measures a signal directly related to the amount of water in the subsurface. This allows for low-cost quantitative estimates of hydraulic parameters. In practice, however, additional factors influence the signal, complicating interpretation. The U.S. Geological Survey, in cooperation with the Central Platte Natural Resources District, evaluated whether hydraulic parameters derived from surface nuclear magnetic resonance data could provide valuable input into groundwater models used for evaluating water-management practices. Two calibration sites in Dawson County, Nebraska, were chosen based on previous detailed hydrogeologic and geophysical investigations. At both sites, surface nuclear magnetic resonance data were collected, and derived parameters were compared with results from four constant-discharge aquifer tests previously conducted at those same sites. Additionally, borehole electromagnetic-induction flowmeter data were analyzed as a less-expensive surrogate for traditional aquifer tests. Building on recent work, a novel surface nuclear magnetic resonance modeling and inversion method was developed that incorporates electrical conductivity and effects due to magnetic-field inhomogeneities, both of which can have a substantial impact on the data. After comparing surface nuclear magnetic resonance inversions at the two calibration sites, the nuclear magnetic-resonance-derived parameters were compared with previously performed aquifer tests in the Central Platte Natural Resources District. This comparison served as a blind test for the developed method. The nuclear magnetic-resonance-derived aquifer parameters were in agreement with results of aquifer tests where the environmental noise allowed data collection and the aquifer test zones overlapped with the surface nuclear magnetic resonance testing. In some cases, the previously performed aquifer tests were not designed fully to characterize the aquifer, and the surface nuclear magnetic resonance was able to provide missing data. In favorable locations, surface nuclear magnetic resonance is able to provide valuable noninvasive information about aquifer parameters and should be a useful tool for groundwater managers in Nebraska.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125189","collaboration":"Prepared in cooperation with the Central Platte Natural Resources District and the Nebraska Environmental Trust","usgsCitation":"Irons, T.P., Hobza, C.M., Steele, G.V., Abraham, J., Cannia, J.C., and Woodward, D.D., 2012, Quantification of aquifer properties with surface nuclear magnetic resonance in the Platte River valley, central Nebraska, using a novel inversion method: U.S. Geological Survey Scientific Investigations Report 2012-5189, viii, 50 p., https://doi.org/10.3133/sir20125189.","productDescription":"viii, 50 p.","numberOfPages":"61","costCenters":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"links":[{"id":262030,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5189.gif"},{"id":262024,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5189/","linkFileType":{"id":5,"text":"html"}},{"id":262025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2012/5189/sir2012-5189.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","projection":"Lambert Conformal Conic projection","datum":"North American Datum of 1983","country":"United States","state":"Nebraska","county":"Buffalo;Dawson;Hall;Merrick","otherGeospatial":"Central Platte Natural Resources District","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100.25,40.5 ], [ -100.25,41.5 ], [ -97.5,41.5 ], [ -97.5,40.5 ], [ -100.25,40.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"50e4972ae4b0e8fec6cd999c","contributors":{"authors":[{"text":"Irons, Trevor P. tirons@usgs.gov","contributorId":4851,"corporation":false,"usgs":true,"family":"Irons","given":"Trevor","email":"tirons@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":467443,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hobza, Christopher M. 0000-0002-6239-934X cmhobza@usgs.gov","orcid":"https://orcid.org/0000-0002-6239-934X","contributorId":2393,"corporation":false,"usgs":true,"family":"Hobza","given":"Christopher","email":"cmhobza@usgs.gov","middleInitial":"M.","affiliations":[{"id":464,"text":"Nebraska Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467442,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steele, Gregory V. gvsteele@usgs.gov","contributorId":783,"corporation":false,"usgs":true,"family":"Steele","given":"Gregory","email":"gvsteele@usgs.gov","middleInitial":"V.","affiliations":[{"id":464,"text":"Nebraska Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467441,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Abraham, Jared D.","contributorId":42630,"corporation":false,"usgs":true,"family":"Abraham","given":"Jared D.","affiliations":[],"preferred":false,"id":467445,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Cannia, James C.","contributorId":94356,"corporation":false,"usgs":true,"family":"Cannia","given":"James","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":467446,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Woodward, Duane D.","contributorId":39628,"corporation":false,"usgs":true,"family":"Woodward","given":"Duane","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":467444,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70176469,"text":"70176469 - 2012 - Storm-induced inner-continental shelf circulation and sediment transport: Long Bay, South Carolina","interactions":[],"lastModifiedDate":"2016-10-13T15:51:55","indexId":"70176469","displayToPublicDate":"2012-09-24T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1333,"text":"Continental Shelf Research","active":true,"publicationSubtype":{"id":10}},"title":"Storm-induced inner-continental shelf circulation and sediment transport: Long Bay, South Carolina","docAbstract":"<p id=\"sp0075\">Long Bay is a sediment-starved, arcuate embayment located along the US East Coast connecting both South and North Carolina. In this region the rates and pathways of sediment transport are important because they determine the availability of sediments for beach nourishment, seafloor habitat, and navigation. The impact of storms on sediment transport magnitude and direction were investigated during the period October 2003–April 2004 using bottom mounted flow meters, acoustic backscatter sensors and rotary sonars deployed at eight sites offshore of Myrtle Beach, SC, to measure currents, water levels, surface waves, salinity, temperature, suspended sediment concentrations, and bedform morphology. Measurements identify that sediment mobility is caused by waves and wind driven currents from three predominant types of storm patterns that pass through this region: (1) cold fronts, (2) warm fronts and (3) low-pressure storms. The passage of a cold front is accompanied by a rapid change in wind direction from primarily northeastward to southwestward. The passage of a warm front is accompanied by an opposite change in wind direction from mainly southwestward to northeastward. Low-pressure systems passing offshore are accompanied by a change in wind direction from southwestward to southeastward as the offshore storm moves from south to north.</p><p id=\"sp0080\">During the passage of cold fronts more sediment is transported when winds are northeastward and directed onshore than when the winds are directed offshore, creating a net sediment flux to the north–east. Likewise, even though the warm front has an opposite wind pattern, net sediment flux is typically to the north–east due to the larger fetch when the winds are northeastward and directed onshore. During the passage of low-pressure systems strong winds, waves, and currents to the south are sustained creating a net sediment flux southwestward. During the 3-month deployment a total of 8 cold fronts, 10 warm fronts, and 10 low-pressure systems drove a net sediment flux southwestward. Analysis of a 12-year data record from a local buoy shows an average of 41 cold fronts, 32 warm fronts, and 26 low-pressure systems per year. The culmination of these events would yield a cumulative net inner-continental shelf transport to the south–west, a trend that is further verified by sediment textural analysis and bedform morphology on the inner-continental shelf.</p>","language":"English","publisher":"Elsevier","publisherLocation":"Oxford","doi":"10.1016/j.csr.2012.05.001","usgsCitation":"Warner, J., Armstrong, B.N., Sylvester, C.S., Voulgaris, G., Nelson, T., Schwab, W.C., and Denny, J.F., 2012, Storm-induced inner-continental shelf circulation and sediment transport: Long Bay, South Carolina: Continental Shelf Research, v. 42, no. 1, p. 51-63, https://doi.org/10.1016/j.csr.2012.05.001.","startPage":"51","endPage":"63","numberOfPages":"9","ipdsId":"IP-034489","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":474350,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"https://hdl.handle.net/1912/5299","text":"External Repository"},{"id":328680,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Long Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.5,\n              34\n            ],\n            [\n              -78.5,\n              33.15\n            ],\n            [\n              -79.35,\n              33.15\n            ],\n            [\n              -79.35,\n              34\n            ],\n            [\n              -78.5,\n              34\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"42","issue":"1","publishingServiceCenter":{"id":11,"text":"Pembroke PSC"},"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57f7f3c1e4b0bc0bec0a0b6d","contributors":{"authors":[{"text":"Warner, John C. 0000-0002-3734-8903 jcwarner@usgs.gov","orcid":"https://orcid.org/0000-0002-3734-8903","contributorId":2681,"corporation":false,"usgs":true,"family":"Warner","given":"John C.","email":"jcwarner@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":648852,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armstrong, Brandy N. barmstrong@usgs.gov","contributorId":138581,"corporation":false,"usgs":true,"family":"Armstrong","given":"Brandy","email":"barmstrong@usgs.gov","middleInitial":"N.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":648853,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sylvester, Charlene S.","contributorId":174638,"corporation":false,"usgs":true,"family":"Sylvester","given":"Charlene","email":"","middleInitial":"S.","affiliations":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"preferred":false,"id":648854,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Voulgaris, George","contributorId":26377,"corporation":false,"usgs":false,"family":"Voulgaris","given":"George","email":"","affiliations":[{"id":27143,"text":"University of South Carolina, Columbia, SC","active":true,"usgs":false}],"preferred":false,"id":648855,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Nelson, Tim","contributorId":174639,"corporation":false,"usgs":false,"family":"Nelson","given":"Tim","email":"","affiliations":[],"preferred":false,"id":648856,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Schwab, William C. 0000-0001-9274-5154 bschwab@usgs.gov","orcid":"https://orcid.org/0000-0001-9274-5154","contributorId":417,"corporation":false,"usgs":true,"family":"Schwab","given":"William","email":"bschwab@usgs.gov","middleInitial":"C.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":648857,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Denny, Jane F. 0000-0002-3472-618X jdenny@usgs.gov","orcid":"https://orcid.org/0000-0002-3472-618X","contributorId":418,"corporation":false,"usgs":true,"family":"Denny","given":"Jane","email":"jdenny@usgs.gov","middleInitial":"F.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":648858,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":70040001,"text":"sim3230 - 2012 - Water-level altitudes 2012 and water-level changes in the Chicot, Evangeline, and Jasper aquifers and compaction 1973-2011 in the Chicot and Evangeline aquifers, Houston-Galveston region, Texas","interactions":[],"lastModifiedDate":"2017-03-29T16:52:57","indexId":"sim3230","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":333,"text":"Scientific Investigations Map","code":"SIM","onlineIssn":"2329-132X","printIssn":"2329-1311","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"3230","title":"Water-level altitudes 2012 and water-level changes in the Chicot, Evangeline, and Jasper aquifers and compaction 1973-2011 in the Chicot and Evangeline aquifers, Houston-Galveston region, Texas","docAbstract":"<p>Most of the subsidence in the Houston&ndash;Galveston region, Texas, has occurred as a direct result of groundwater withdrawals for municipal supply, commercial and industrial use, and irrigation that depressured and dewatered the Chicot and Evangeline aquifers and caused compaction of the clay layers of the aquifer sediments. This report&mdash;prepared by the U.S. Geological Survey in cooperation with the Harris&ndash; Galveston Subsidence District, City of Houston, Fort Bend Subsidence District, Lone Star Groundwater Conservation District, and Brazoria County Groundwater Conservation District&mdash;is one in an annual series of reports depicting water-level altitudes and water-level changes in the Chicot, Evangeline, and Jasper aquifers and compaction in the Chicot and Evangeline aquifers in the Houston&ndash;Galveston region. The report contains maps showing approximate water-level altitudes for 2012 (calculated from measurements of water levels in wells made during December 2011&ndash;February 2012) for the Chicot, Evangeline, and Jasper aquifers; maps showing 1-year (2011&ndash;12) water-level-altitude changes for each aquifer; maps showing 5-year (2007&ndash;12) water-levelaltitude changes for each aquifer; maps showing long-term (1990&ndash;2012 and 1977&ndash;2012) water-level-altitude changes for the Chicot and Evangeline aquifers; a map showing long-term (2000&ndash;12) water-level-altitude change for the Jasper aquifer; a map showing locations of borehole extensometer sites; and graphs showing measured compaction of subsurface sediments at the extensometers from 1973 (or later) through 2011. Tables listing the data that were used to construct each water-level map for each aquifer and the cumulative compaction graphs are included.</p>\n<p>In 2012, water-level-altitude contours for the Chicot aquifer ranged from 250 feet (ft) below North American Vertical Datum of 1988 (hereinafter, datum) in a small area in southwestern Harris County to 200 ft above datum in westerncentral Montgomery County. Water-level-altitude changes during 2012 in the Chicot aquifer ranged from a 48-ft decline to an 18-ft rise. Contoured 5-year and long-term changes in water-level altitudes in the Chicot aquifer ranged from a 60-ft decline to a 40-ft rise (2007&ndash;12), from a 100-ft decline to an 80-ft rise (1990&ndash;2012), and from a 100-ft decline to a 200-ft rise (1977&ndash;2012). In 2012, water-level-altitude contours for the Evangeline aquifer ranged from 300 ft below datum in isolated areas located in south-central Montgomery County and north-central Harris County, in southwest Harris County, and in northeastern Fort Bend County to 200 ft above datum near the county boundary intersection of Waller, Montgomery, and Grimes Counties. Water-level-altitude changes for 2012 in the Evangeline aquifer ranged from a 90-ft decline to a 39-ft rise. Contoured 5-year and long-term changes in waterlevel altitudes in the Evangeline aquifer ranged from an 80-ft decline to an 80-ft rise (2007&ndash;12), from a 220-ft decline to a 220-ft rise (1990&ndash;2012), and from a 360-ft decline to a 260-ft rise (1977&ndash;2012). In 2012, water-level-altitude contours for the Jasper aquifer ranged from 250 ft below datum in south-central Montgomery County to 250 ft above datum in northwest Montgomery County. Water-level-altitude changes for 2012 in the Jasper aquifer ranged from a 74-ft decline to a 4-ft rise. Contoured changes in water-level altitudes in the Jasper aquifer ranged from a 120-ft decline to no change (2007&ndash;12), and from a 220-ft decline to no change (2000&ndash;12).</p>\n<p>Compaction of subsurface sediments (mostly in the clay layers) composing the Chicot and Evangeline aquifers was recorded continuously at 13 borehole extensometers at 11 sites. For the period of record beginning in 1973 (or later) and ending in December 2011, cumulative compaction data collected from the 13 extensometers ranged from 0.102 ft at the Texas City&ndash;Moses Lake site to 3.621 ft at the Addicks site. The rate of compaction varies from site to site because of differences in groundwater withdrawals near each site and differences among sites in the clay-to-sand ratio in the subsurface sediments. Therefore, it is not possible to extrapolate or infer a rate of compaction for adjacent areas on the basis of the rate of compaction measured at a nearby extensometer.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sim3230","collaboration":"Prepared in cooperation with the Harris–Galveston Subsidence District, City of Houston, Fort Bend Subsidence District, Lone Star Groundwater Conservation District, and Brazoria County Groundwater Conservation District","usgsCitation":"Kasmarek, M.C., Johnson, M., and Ramage, J.K., 2012, Water-level altitudes 2012 and water-level changes in the Chicot, Evangeline, and Jasper aquifers and compaction 1973-2011 in the Chicot and Evangeline aquifers, Houston-Galveston region, Texas: U.S. Geological Survey Scientific Investigations Map 3230, Document: vii, 18 p.; Appendix; Companion Files, https://doi.org/10.3133/sim3230.","productDescription":"Document: vii, 18 p.; Appendix; Companion Files","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"Y","temporalStart":"1973-01-01","temporalEnd":"2012-02-29","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":262021,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sim_3230.gif"},{"id":262017,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3230/","linkFileType":{"id":5,"text":"html"}},{"id":262019,"rank":9999,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/sim/3230/downloads/tables/tables.htm","linkFileType":{"id":5,"text":"html"}},{"id":262018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sim/3230/pdf/sim3230.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":262020,"rank":9999,"type":{"id":3,"text":"Appendix"},"url":"https://pubs.usgs.gov/sim/3230/downloads/appendix/appendix.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Texas","city":"Galveston, Houston","otherGeospatial":"Chicot Aquifer, Evangeline Aquifer, Jasper Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.3505859375,\n              29.554345125748267\n            ],\n            [\n              -94.52636718749999,\n              30.031055426540206\n            ],\n            [\n              -94.7021484375,\n              30.29701788337205\n            ],\n            [\n              -94.976806640625,\n              30.675715404167743\n            ],\n            [\n              -95.07568359375,\n              30.829139422013956\n            ],\n            [\n              -95.25970458984374,\n              30.954057859276126\n            ],\n            [\n              -95.614013671875,\n              30.95876857077987\n            ],\n            [\n              -96.064453125,\n              30.798474179567823\n            ],\n            [\n              -96.2841796875,\n              30.64027517241868\n            ],\n            [\n              -96.3446044921875,\n              30.462879341709886\n            ],\n            [\n              -96.2237548828125,\n              30.073847754270204\n            ],\n            [\n              -96.03149414062499,\n              29.410890376109\n            ],\n            [\n              -95.82275390625,\n              29.080175989623203\n            ],\n            [\n              -95.6304931640625,\n              28.9072060763367\n            ],\n            [\n              -95.3558349609375,\n              28.8831596093235\n            ],\n            [\n              -94.7515869140625,\n              29.291189838184863\n            ],\n            [\n              -94.3505859375,\n              29.554345125748267\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505d7e6be4b0ea5c818244f2","contributors":{"authors":[{"text":"Kasmarek, Mark C. 0000-0003-2808-2506 mckasmar@usgs.gov","orcid":"https://orcid.org/0000-0003-2808-2506","contributorId":1968,"corporation":false,"usgs":true,"family":"Kasmarek","given":"Mark","email":"mckasmar@usgs.gov","middleInitial":"C.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467430,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, Michaela R. 0000-0001-6133-0247 mrjohns@usgs.gov","orcid":"https://orcid.org/0000-0001-6133-0247","contributorId":1013,"corporation":false,"usgs":true,"family":"Johnson","given":"Michaela R.","email":"mrjohns@usgs.gov","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true},{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":467429,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ramage, Jason K. 0000-0001-8014-2874 jkramage@usgs.gov","orcid":"https://orcid.org/0000-0001-8014-2874","contributorId":3856,"corporation":false,"usgs":true,"family":"Ramage","given":"Jason","email":"jkramage@usgs.gov","middleInitial":"K.","affiliations":[{"id":48595,"text":"Oklahoma-Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467431,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70039981,"text":"70039981 - 2012 - Sylvatic plague vaccine: A new tool for conservation of threatened and endangered species?","interactions":[],"lastModifiedDate":"2016-01-26T14:51:00","indexId":"70039981","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1443,"text":"EcoHealth","active":true,"publicationSubtype":{"id":10}},"title":"Sylvatic plague vaccine: A new tool for conservation of threatened and endangered species?","docAbstract":"<p>Plague, a disease caused by Yersinia pestis introduced into North America about 100 years ago, is devastating to prairie dogs and the highly endangered black-footed ferret. Current attempts to control plague in these species have historically relied on insecticidal dusting of prairie dog burrows to kill the fleas that spread the disease. Although successful in curtailing outbreaks in most instances, this method of plague control has significant limitations. Alternative approaches to plague management are being tested, including vaccination. Currently, all black-footed ferret kits released for reintroduction are vaccinated against plague with an injectable protein vaccine, and even wild-born kits are captured and vaccinated at some locations. In addition, a novel, virally vectored, oral vaccine to prevent plague in wild prairie dogs has been developed and will soon be tested as an alternative, preemptive management tool. If demonstrated to be successful, oral vaccination of selected prairie dog populations could decrease the occurrence of plague epizootics in key locations, thereby reducing the source of bacteria while avoiding the indiscriminate environmental effects of dusting. Just as rabies in wild carnivores has largely been controlled through an active surveillance and oral vaccination program, we believe an integrated plague management strategy would be similarly enhanced with the addition of a cost-effective, bait-delivered, sylvatic plague vaccine for prairie dogs. Control of plague in prairie dogs, and potentially other rodents, would significantly advance prairie dog conservation and black-footed ferret recovery.</p>","language":"English","publisher":"Springer","publisherLocation":"Amsterdam, Netherlands","doi":"10.1007/s10393-012-0783-5","usgsCitation":"Abbott, R.C., Osorio, J., Bunck, C.M., and Rocke, T.E., 2012, Sylvatic plague vaccine: A new tool for conservation of threatened and endangered species?: EcoHealth, v. 9, no. 3, p. 243-250, https://doi.org/10.1007/s10393-012-0783-5.","productDescription":"8 p.","startPage":"243","endPage":"250","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"links":[{"id":474353,"rank":10000,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1007/s10393-012-0783-5","text":"Publisher Index Page"},{"id":262002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":261996,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/s10393-012-0783-5","linkFileType":{"id":5,"text":"html"}}],"country":"Canada, Mexico, United States","state":"Arizona, Colorado, Kansas, Montana, Nebraska, North Dakota, New Mexico, Oklahoma, South Dakota, Texas, Utah, Wyoming","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.86328125,\n              50.54136296522161\n            ],\n            [\n              -111.4013671875,\n              50.064191736659104\n            ],\n            [\n              -112.3681640625,\n              49.18170338770663\n            ],\n            [\n              -113.3349609375,\n              47.54687159892238\n            ],\n            [\n              -112.587890625,\n              46.195042108660154\n            ],\n            [\n              -111.1376953125,\n              45.398449976304086\n            ],\n            [\n              -109.8193359375,\n              45.27488643704894\n            ],\n            [\n              -109.6875,\n              44.465151013519616\n            ],\n            [\n              -109.3798828125,\n              43.100982876188546\n            ],\n            [\n              -109.86328125,\n              42.09822241118974\n            ],\n            [\n              -111.4013671875,\n              41.60722821271717\n            ],\n            [\n              -112.19238281249999,\n              40.713955826286046\n            ],\n            [\n              -111.181640625,\n              40.111688665595956\n            ],\n            [\n              -111.357421875,\n              37.85750715625203\n            ],\n            [\n              -111.6650390625,\n              36.98500309285596\n            ],\n            [\n              -112.06054687499999,\n              35.67514743608467\n            ],\n            [\n              -113.5986328125,\n              35.10193405724606\n            ],\n            [\n              -113.6865234375,\n              33.7243396617476\n            ],\n            [\n              -113.4228515625,\n              32.76880048488168\n            ],\n            [\n              -111.22558593749999,\n              32.731840896865684\n            ],\n            [\n              -109.5556640625,\n              32.731840896865684\n            ],\n            [\n              -108.7646484375,\n              32.54681317351514\n            ],\n            [\n              -109.072265625,\n              32.175612478499325\n            ],\n            [\n              -109.9072265625,\n              32.02670629333614\n            ],\n            [\n              -110.12695312499999,\n              31.39115752282472\n            ],\n            [\n              -110.0830078125,\n              30.751277776257812\n            ],\n            [\n              -109.5556640625,\n              30.259067203213018\n            ],\n            [\n              -107.490234375,\n              30.44867367928756\n            ],\n            [\n              -106.3916015625,\n              31.39115752282472\n            ],\n            [\n              -105.2490234375,\n              30.29701788337205\n            ],\n            [\n              -104.19433593749999,\n              29.152161283318915\n            ],\n            [\n              -103.4033203125,\n              28.844673680771795\n            ],\n            [\n              -102.5244140625,\n              29.49698759653577\n            ],\n            [\n              -101.7333984375,\n              29.611670115197377\n            ],\n            [\n              -99.7998046875,\n              29.267232865200878\n            ],\n            [\n              -98.4814453125,\n              29.53522956294847\n            ],\n            [\n              -97.55859375,\n              29.22889003019423\n            ],\n            [\n              -96.45996093749999,\n              29.113775395114416\n            ],\n            [\n              -97.5146484375,\n              32.62087018318113\n            ],\n            [\n              -97.42675781249999,\n              34.70549341022544\n            ],\n            [\n              -97.119140625,\n              38.95940879245423\n            ],\n            [\n              -96.8994140625,\n              41.37680856570233\n            ],\n            [\n              -97.8662109375,\n              43.32517767999296\n            ],\n            [\n              -97.470703125,\n              44.402391829093915\n            ],\n            [\n              -97.822265625,\n              45.42929873257377\n            ],\n            [\n              -99.580078125,\n              46.37725420510028\n            ],\n            [\n              -100.01953125,\n              47.27922900257082\n            ],\n            [\n              -102.48046875,\n              48.545705491847464\n            ],\n            [\n              -104.2822265625,\n              48.48748647988415\n            ],\n            [\n              -105.64453124999999,\n              48.60385760823255\n            ],\n            [\n              -107.7978515625,\n              49.66762782262192\n            ],\n            [\n              -108.984375,\n              50.3454604086048\n            ],\n            [\n              -109.86328125,\n              50.54136296522161\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.73046875,\n              37.96152331396616\n            ],\n            [\n              -113.203125,\n              37.26530995561875\n            ],\n            [\n              -113.7744140625,\n              37.020098201368114\n            ],\n            [\n              -113.115234375,\n              36.87962060502676\n            ],\n            [\n              -112.54394531249999,\n              36.949891786813296\n            ],\n            [\n              -112.67578124999999,\n              37.54457732085582\n            ],\n            [\n              -113.115234375,\n              38.03078569382294\n            ],\n            [\n              -113.5546875,\n              38.06539235133249\n            ],\n            [\n              -113.73046875,\n              37.96152331396616\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.4814453125,\n              23.40276490540795\n            ],\n            [\n              -99.7119140625,\n              23.644524198573688\n            ],\n            [\n              -100.283203125,\n              23.40276490540795\n            ],\n            [\n              -100.1953125,\n              22.59372606392931\n            ],\n            [\n              -99.66796875,\n              22.39071391683855\n            ],\n            [\n              -98.87695312499999,\n              21.69826549685252\n            ],\n            [\n              -98.7451171875,\n              22.674847351188536\n            ],\n            [\n              -98.4814453125,\n              23.40276490540795\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"9","issue":"3","noUsgsAuthors":false,"publicationDate":"2012-07-31","publicationStatus":"PW","scienceBaseUri":"505d7e6ae4b0ea5c818244ef","contributors":{"authors":[{"text":"Abbott, Rachel C. 0000-0003-4820-9295 rabbott@usgs.gov","orcid":"https://orcid.org/0000-0003-4820-9295","contributorId":1183,"corporation":false,"usgs":true,"family":"Abbott","given":"Rachel","email":"rabbott@usgs.gov","middleInitial":"C.","affiliations":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"preferred":true,"id":467370,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Osorio, Jorge E.","contributorId":50392,"corporation":false,"usgs":false,"family":"Osorio","given":"Jorge E.","affiliations":[{"id":13052,"text":"Department of Pathobiological Sciences, School of Veterinary Medicine, University of Wisconsin","active":true,"usgs":false}],"preferred":false,"id":467372,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bunck, Christine M. cbunck@usgs.gov","contributorId":731,"corporation":false,"usgs":true,"family":"Bunck","given":"Christine","email":"cbunck@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":467369,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rocke, Tonie E. 0000-0003-3933-1563 trocke@usgs.gov","orcid":"https://orcid.org/0000-0003-3933-1563","contributorId":2665,"corporation":false,"usgs":true,"family":"Rocke","given":"Tonie","email":"trocke@usgs.gov","middleInitial":"E.","affiliations":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"preferred":true,"id":467371,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70039995,"text":"sim3197 - 2012 - Geologic map of the MTM 85200 quadrangle, Olympia Rupes region of Mars","interactions":[],"lastModifiedDate":"2023-03-16T19:12:12.461437","indexId":"sim3197","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":333,"text":"Scientific Investigations Map","code":"SIM","onlineIssn":"2329-132X","printIssn":"2329-1311","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"3197","title":"Geologic map of the MTM 85200 quadrangle, Olympia Rupes region of Mars","docAbstract":"The north polar region of Mars is dominated by Planum Boreum, a roughly circular, domical plateau that rises >2,500 m above the surrounding lowland. Planum Boreum is >1,500 km in diameter, contains deep, curvilinear troughs and chasmata, isolated cavi, and marginal scarps and slopes. The north polar plateau is surrounded by low-lying and nearly horizontal plains of various surface texture, geologic origin, and stratigraphic significance. The MTM 85200 quadrangle spans 5&deg; of latitude (lat 82.5&deg; to 87.5&deg; N.) and 40&deg; of longitude (long 140&deg; to 180&deg; E.) within the eastern hemisphere of Mars. The quadrangle includes the high-standing Planum Boreum, curvilinear troughs of Boreales Scopuli, deep, sinuous scarps of Olympia Rupes, isolated and coalesced depressions of Olympia Cavi, margins of the circular polar erg Olympia Undae, and low-standing Olympia Planum. The surface of Planum Boreum within the MTM 85200 quadrangle is characterized by smoothly sculptured landforms with shallow slopes and variable relief at kilometer scales. Areas that are perennially covered with bright frost are generally smooth and planar at 100-m scales. However, MGS MOC and MRO HiRISE images show that much of the icy polar plateau is rough at decameter scale. The Martian polar plateaus are likely to contain a record of global climate history for >107 to as much as ~3 x 109 years. This record is partly observable as rhythmically layered deposits exposed in the curvilinear troughs of the north polar plateau, Planum Boreum. The north polar layered deposits are widely interpreted to be among the most youthful bedrock deposits on the Martian surface. These materials and their stratigraphic and structural relations provide a glimpse into some of the more recent geologic processes that have occurred on Mars. The ability of the massive polar deposits to periodically trap and release both volatiles and lithic particles may represent a globally important, recurring geologic process for Mars.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sim3197","collaboration":"Prepared for the National Aeronautics and Space Administration","usgsCitation":"Skinner, J., and Herkenhoff, K.E., 2012, Geologic map of the MTM 85200 quadrangle, Olympia Rupes region of Mars: U.S. Geological Survey Scientific Investigations Map 3197, i, 12; ill., map; Map: 1 Sheet: 44.00 x 34.00 inches; TXT Download of Readme; Metadata Folder; ZIP Download of GIS Database; 16 p., https://doi.org/10.3133/sim3197.","productDescription":"i, 12; ill., map; Map: 1 Sheet: 44.00 x 34.00 inches; TXT Download of Readme; Metadata Folder; ZIP Download of GIS Database; 16 p.","numberOfPages":"16","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"links":[{"id":262000,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sim_3197.jpg"},{"id":261997,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3197/","linkFileType":{"id":5,"text":"html"}},{"id":261999,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/sim/3197/sim3197_sheet.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":261998,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sim/3197/sim3197_pamphlet.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":414302,"rank":5,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://doi.org/10.5066/P9DQZA6V","text":"Interactive map","linkHelpText":"- Geologic Map of the MTM 85200 Quadrangle, Olympia Rupēs Region of Mars, 1:500K. Skinner and Herkenhoff (2012)"}],"otherGeospatial":"Mars;Mtm 85200 Quadrangle;Olympia RupÄ“S Region","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505d7e67e4b0ea5c818244e6","contributors":{"authors":[{"text":"Skinner, James A. 0000-0002-3644-7010 jskinner@usgs.gov","orcid":"https://orcid.org/0000-0002-3644-7010","contributorId":3187,"corporation":false,"usgs":true,"family":"Skinner","given":"James A.","email":"jskinner@usgs.gov","affiliations":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"preferred":true,"id":467404,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Herkenhoff, Kenneth E. 0000-0002-3153-6663 kherkenhoff@usgs.gov","orcid":"https://orcid.org/0000-0002-3153-6663","contributorId":2275,"corporation":false,"usgs":true,"family":"Herkenhoff","given":"Kenneth","email":"kherkenhoff@usgs.gov","middleInitial":"E.","affiliations":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"preferred":true,"id":467403,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70039992,"text":"sim3178 - 2012 - Geologic map of the Snegurochka Planitia quadrangle (V-1), Venus","interactions":[],"lastModifiedDate":"2023-03-16T19:06:14.645239","indexId":"sim3178","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":333,"text":"Scientific Investigations Map","code":"SIM","onlineIssn":"2329-132X","printIssn":"2329-1311","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"3178","title":"Geologic map of the Snegurochka Planitia quadrangle (V-1), Venus","docAbstract":"The Snegurochka Planitia region is a predominantly low-lying terrain that covers the north polar region of Venus, extending from lat 75&deg; N. to 90&deg; N. and from long 0&deg; E. to 360&deg; E. The plains associated with Snegurochka Planitia abut the highlands of Metis Mons to the south from approximately long 240&deg; E. to 300&deg; E. (V&ndash;6) and the highlands of Ishtar Terra to the south from approximately long 300&deg; E. to 60&deg; E. (Lakshmi Planum, V&ndash;7; Fortuna Tessera, V&ndash;2). The plains of Louhi Planitia also lie within the V&ndash;1 region and form the northern border with the highlands of Tethus Regio from approximately long 60&deg; E. to 120&deg; E. (V&ndash;3 Meskhent Tessera) and with the lowlands of both Atalanta Planitia (V&ndash;4) and the nearby deformed region containing a series of ridged belts (V&ndash;5, Pandrosos Dorsa) from approximately long 120&deg; E. to 240&deg; E. The plains generally lie between +500 m and -500 m of the mean planetary radius (MPR) of 6051.8 km, with the highest terrain in the region, the northernmost extent of Ishtar Terra (Itzpapalotl Tessera, lat 75&deg; N., long ~315&deg; E.), rising more than 6.4 km above MPR.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sim3178","collaboration":"Prepared for the National Aeronautics and Space Administration","usgsCitation":"Hurwitz, D.M., and Head, J.W., 2012, Geologic map of the Snegurochka Planitia quadrangle (V-1), Venus: U.S. Geological Survey Scientific Investigations Map 3178, ii, 28 p.; ill.; maps; Map: 1 Sheet: 60 x 42 inches; TXT Download of Readme; Metadata Folder; ZIP Download of GIS Database, https://doi.org/10.3133/sim3178.","productDescription":"ii, 28 p.; ill.; maps; Map: 1 Sheet: 60 x 42 inches; TXT Download of Readme; Metadata Folder; ZIP Download of GIS Database","numberOfPages":"32","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"links":[{"id":262001,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sim_3178.jpg"},{"id":414301,"rank":5,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://doi.org/10.5066/P9OVWREY","text":"Interactive map","linkHelpText":"- Geologic Map of the Snegurochka Planitia Quadrangle (V–1), Venus, 1:1M. Hurwitz and Head (2012)"},{"id":261995,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/sim/3178/sim3178_sheet.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":261993,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3178/","linkFileType":{"id":5,"text":"html"}},{"id":261994,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sim/3178/sim3178_pamphlet.pdf","linkFileType":{"id":1,"text":"pdf"}}],"otherGeospatial":"Venus;Snegurochka Planitia Quadrangle","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505d7e68e4b0ea5c818244e9","contributors":{"authors":[{"text":"Hurwitz, Debra M.","contributorId":43614,"corporation":false,"usgs":true,"family":"Hurwitz","given":"Debra","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":467395,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Head, James W.","contributorId":70772,"corporation":false,"usgs":false,"family":"Head","given":"James","email":"","middleInitial":"W.","affiliations":[{"id":7002,"text":"Department of Earth, Environmental, and Planetary Sciences, Brown University","active":true,"usgs":false}],"preferred":false,"id":467396,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70039994,"text":"70039994 - 2012 - Coupled atmosphere-ocean-wave simulations of a storm event over the Gulf of Lion and Balearic Sea","interactions":[],"lastModifiedDate":"2012-10-01T17:02:55","indexId":"70039994","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2312,"text":"Journal of Geophysical Research","active":true,"publicationSubtype":{"id":10}},"title":"Coupled atmosphere-ocean-wave simulations of a storm event over the Gulf of Lion and Balearic Sea","docAbstract":"The coastal areas of the North-Western Mediterranean Sea are one of the most challenging places for ocean forecasting. This region is exposed to severe storms events that are of short duration. During these events, significant air-sea interactions, strong winds and large sea-state can have catastrophic consequences in the coastal areas. To investigate these air-sea interactions and the oceanic response to such events, we implemented the Coupled Ocean-Atmosphere-Wave-Sediment Transport Modeling System simulating a severe storm in the Mediterranean Sea that occurred in May 2010. During this event, wind speed reached up to 25 m.s-1 inducing significant sea surface cooling (up to 2&deg;C) over the Gulf of Lion (GoL) and along the storm track, and generating surface waves with a significant height of 6 m. It is shown that the event, associated with a cyclogenesis between the Balearic Islands and the GoL, is relatively well reproduced by the coupled system. A surface heat budget analysis showed that ocean vertical mixing was a major contributor to the cooling tendency along the storm track and in the GoL where turbulent heat fluxes also played an important role. Sensitivity experiments on the ocean-atmosphere coupling suggested that the coupled system is sensitive to the momentum flux parameterization as well as air-sea and air-wave coupling. Comparisons with available atmospheric and oceanic observations showed that the use of the fully coupled system provides the most skillful simulation, illustrating the benefit of using a fully coupled ocean-atmosphere-wave model for the assessment of these storm events.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Geophysical Research","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Geophysical Union","publisherLocation":"Washington, D.C.","doi":"10.1029/2012JC007924","usgsCitation":"Renault, L., Chiggiato, J., Warner, J., Gomez, M., Vizoso, G., and Tintore, J., 2012, Coupled atmosphere-ocean-wave simulations of a storm event over the Gulf of Lion and Balearic Sea: Journal of Geophysical Research, v. 117, 25 p.; C09019, https://doi.org/10.1029/2012JC007924.","productDescription":"25 p.; C09019","numberOfPages":"25","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":474352,"rank":10000,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1029/2012jc007924","text":"Publisher Index Page"},{"id":262013,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":262004,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1029/2012JC007924","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Gulf Of Lion;Balearic Sea","volume":"117","noUsgsAuthors":false,"publicationDate":"2012-09-15","publicationStatus":"PW","scienceBaseUri":"505d7e67e4b0ea5c818244e3","contributors":{"authors":[{"text":"Renault, Lionel","contributorId":63255,"corporation":false,"usgs":true,"family":"Renault","given":"Lionel","email":"","affiliations":[],"preferred":false,"id":467402,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chiggiato, Jacopo","contributorId":13081,"corporation":false,"usgs":true,"family":"Chiggiato","given":"Jacopo","email":"","affiliations":[],"preferred":false,"id":467398,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Warner, John C. 0000-0002-3734-8903 jcwarner@usgs.gov","orcid":"https://orcid.org/0000-0002-3734-8903","contributorId":2681,"corporation":false,"usgs":true,"family":"Warner","given":"John C.","email":"jcwarner@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":467397,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gomez, Marta","contributorId":17461,"corporation":false,"usgs":true,"family":"Gomez","given":"Marta","email":"","affiliations":[],"preferred":false,"id":467399,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Vizoso, Guillermo","contributorId":34761,"corporation":false,"usgs":true,"family":"Vizoso","given":"Guillermo","email":"","affiliations":[],"preferred":false,"id":467401,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Tintore, Joaquin","contributorId":17462,"corporation":false,"usgs":true,"family":"Tintore","given":"Joaquin","email":"","affiliations":[],"preferred":false,"id":467400,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70039996,"text":"sir20125084 - 2012 - Comparison of no-purge and pumped sampling methods for monitoring concentrations of ordnance-related compounds in groundwater, Camp Edwards, Massachusetts Military Reservation, Cape Cod, Massachusetts, 2009-2010","interactions":[],"lastModifiedDate":"2012-10-03T17:16:15","indexId":"sir20125084","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-5084","title":"Comparison of no-purge and pumped sampling methods for monitoring concentrations of ordnance-related compounds in groundwater, Camp Edwards, Massachusetts Military Reservation, Cape Cod, Massachusetts, 2009-2010","docAbstract":"Field tests were conducted near the Impact Area at Camp Edwards on the Massachusetts Military Reservation, Cape Cod, Massachusetts, to determine the utility of no-purge groundwater sampling for monitoring concentrations of ordnance-related explosive compounds and perchlorate in the sand and gravel aquifer. The no-purge methods included (1) a diffusion sampler constructed of rigid porous polyethylene, (2) a diffusion sampler constructed of regenerated-cellulose membrane, and (3) a tubular grab sampler (bailer) constructed of polyethylene film. In samples from 36 monitoring wells, concentrations of perchlorate (ClO<sub>4</sub><sup>-</sup>), hexahydro-1,3,5-trinitro-1,3,5-triazine (RDX), and octahydro-1,3,5,7-tetranitro-1,3,5,7-tetrazocine (HMX), the major contaminants of concern in the Impact Area, in the no-purge samples were compared to concentrations of these compounds in samples collected by low-flow pumped sampling with dedicated bladder pumps. The monitoring wells are constructed of 2- and 2.5-inch-diameter polyvinyl chloride pipe and have approximately 5- to 10-foot-long slotted screens. The no-purge samplers were left in place for 13-64 days to ensure that ambient groundwater flow had flushed the well screen and concentrations in the screen represented water in the adjacent formation. The sampling methods were compared first in six monitoring wells. Concentrations of ClO<sub>4</sub><sup>-</sup>, RDX, and HMX in water samples collected by the three no-purge sampling methods and low-flow pumped sampling were in close agreement for all six monitoring wells. There is no evidence of a systematic bias in the concentration differences among the methods on the basis of type of sampling device, type of contaminant, or order in which the no-purge samplers were tested. A subsequent examination of vertical variations in concentrations of ClO<sub>4</sub><sup>-</sup> in the 10-foot-long screens of six wells by using rigid porous polyethylene diffusion samplers indicated that concentrations in a given well varied by less than 15 percent and the small variations were unlikely to affect the utility of the various sampling methods. The grab sampler was selected for additional tests in 29 of the 36 monitoring wells used during the study. Concentrations of ClO<sub>4</sub><sup>-</sup>, RDX, HMX, and other minor explosive compounds in water samples collected by using a 1-liter grab sampler and low-flow pumped sampling were in close agreement in field tests in the 29 wells. A statistical analysis based on the sign test indicated that there was no bias in the concentration differences between the methods. There also was no evidence for a systematic bias in concentration differences between the methods related to location of the monitoring wells laterally or vertically in the groundwater-flow system. Field tests in five wells also demonstrated that sample collection by using a 2-liter grab sampler and sequential bailing with the 1-liter grab sampler were options for obtaining sufficient sample volume for replicate and spiked quality assurance and control samples. The evidence from the field tests supports the conclusion that diffusion sampling with the rigid porous polyethylene and regenerated-cellulose membranes and grab sampling with the polyethylene-film samplers provide comparable data on the concentrations of ordnance-related compounds in groundwater at the MMR to that obtained by low-flow pumped sampling. These sampling methods are useful methods for monitoring these compounds at the MMR and in similar hydrogeologic environments.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125084","collaboration":"Prepared in cooperation with the Army National Guard, Toxic Substances Hydrology Program","usgsCitation":"Savoie, J., and LeBlanc, D.R., 2012, Comparison of no-purge and pumped sampling methods for monitoring concentrations of ordnance-related compounds in groundwater, Camp Edwards, Massachusetts Military Reservation, Cape Cod, Massachusetts, 2009-2010: U.S. Geological Survey Scientific Investigations Report 2012-5084, viii; 23 p., https://doi.org/10.3133/sir20125084.","productDescription":"viii; 23 p.","numberOfPages":"36","costCenters":[{"id":377,"text":"Massachusetts-Rhode Island Water Science Center","active":false,"usgs":true}],"links":[{"id":262015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5084.png"},{"id":262005,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5084/","linkFileType":{"id":5,"text":"html"}},{"id":262006,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2012/5084/pdf/sir2012-5084_report_508_rev092012.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000","projection":"2003 Massachusetts state plane projection","datum":"North American datum 1983","country":"United States","state":"Massachusetts","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.56666666666666,41.666666666666664 ], [ -70.56666666666666,41.766666666666666 ], [ -70.5,41.766666666666666 ], [ -70.5,41.666666666666664 ], [ -70.56666666666666,41.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505d7e5ee4b0ea5c818244e0","contributors":{"authors":[{"text":"Savoie, Jennifer G.","contributorId":52218,"corporation":false,"usgs":true,"family":"Savoie","given":"Jennifer G.","affiliations":[],"preferred":false,"id":467406,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"LeBlanc, Denis R. 0000-0002-4646-2628 dleblanc@usgs.gov","orcid":"https://orcid.org/0000-0002-4646-2628","contributorId":1696,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Denis","email":"dleblanc@usgs.gov","middleInitial":"R.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467405,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70039997,"text":"70039997 - 2012 - Soil genesis on the island of Bermuda in the Quaternary: the importance of African dust transport and deposition","interactions":[],"lastModifiedDate":"2012-09-21T17:16:41","indexId":"70039997","displayToPublicDate":"2012-09-21T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2312,"text":"Journal of Geophysical Research","active":true,"publicationSubtype":{"id":10}},"title":"Soil genesis on the island of Bermuda in the Quaternary: the importance of African dust transport and deposition","docAbstract":"The origin of terra rossa, red or reddish-brown, clay-rich soils overlying high-purity carbonate substrates, has intrigued geologists and pedologists for decades. Terra rossa soils can form from accumulation of insoluble residues during dissolution of the host limestones, addition of volcanic ash, or addition of externally derived, long-range-transported (LRT) aeolian particles. We studied soils and paleosols on high-purity, carbonate aeolianites of Quaternary age on Bermuda, where terra rossa origins have been debated for more than a century. Potential soil parent materials on this island include sand-sized fragments of local volcanic bedrock, the LRT, fine-grained (<20 &mu;m) component of distal loess from the lower Mississippi River Valley, and LRT dust from Africa. These parent materials can be characterized geochemically using trace elements that are immobile in the soil-forming environment. Results indicate that local volcanic bedrock on Bermuda has Sc-Th-La, Cr-Ta-Nd, and Eu/Eu*, La<sub>N</sub>/Yb<sub>N</sub>, Gd<sub>N</sub>/Yb<sub>N</sub> that can be distinguished from African dust and lower Mississippi River valley loess. Bermuda soils have Sc-Th-La, Cr-Ta-Nd, and Eu/Eu*, La<sub>N</sub>/Yb<sub>N</sub>, Gd<sub>N</sub>/Yb<sub>N</sub> that indicate derivation from a combination of LRT dust from Africa and local volcanic bedrock. Our results indicate that soils on islands in a very broad latitudinal belt of the western Atlantic margin have been influenced by African LRT dust inputs over much of the past &ndash;500 ka.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Geophysical Research","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Geophysical Union","publisherLocation":"Washington, D.C.","doi":"10.1029/2012JF002366","usgsCitation":"Muhs, D.R., Budahn, J.R., Prospero, J.M., Skipp, G., and Herwitz, S.R., 2012, Soil genesis on the island of Bermuda in the Quaternary: the importance of African dust transport and deposition: Journal of Geophysical Research, v. 117, 26 p.; F03025, https://doi.org/10.1029/2012JF002366.","productDescription":"26 p.; F03025","costCenters":[{"id":308,"text":"Geology and Environmental Change Science Center","active":false,"usgs":true}],"links":[{"id":474351,"rank":10000,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1029/2012jf002366","text":"Publisher Index Page"},{"id":262011,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":262008,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1029/2012JF002366","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Bermuda","volume":"117","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505d7e69e4b0ea5c818244ec","contributors":{"authors":[{"text":"Muhs, Daniel R. 0000-0001-7449-251X dmuhs@usgs.gov","orcid":"https://orcid.org/0000-0001-7449-251X","contributorId":1857,"corporation":false,"usgs":true,"family":"Muhs","given":"Daniel","email":"dmuhs@usgs.gov","middleInitial":"R.","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":true,"id":467408,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Budahn, James R. 0000-0001-9794-8882 jbudahn@usgs.gov","orcid":"https://orcid.org/0000-0001-9794-8882","contributorId":1175,"corporation":false,"usgs":true,"family":"Budahn","given":"James","email":"jbudahn@usgs.gov","middleInitial":"R.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":467407,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Prospero, Joseph M.","contributorId":82961,"corporation":false,"usgs":true,"family":"Prospero","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":467411,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Skipp, Gary","contributorId":6458,"corporation":false,"usgs":true,"family":"Skipp","given":"Gary","affiliations":[],"preferred":false,"id":467409,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Herwitz, Stanley R.","contributorId":7954,"corporation":false,"usgs":true,"family":"Herwitz","given":"Stanley","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":467410,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70169103,"text":"70169103 - 2012 - Estimating contributions of nitrate and herbicides from groundwater to headwater streams, northern Atlantic Coastal Plain, USA","interactions":[],"lastModifiedDate":"2016-03-18T09:44:56","indexId":"70169103","displayToPublicDate":"2012-09-20T10:45:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2529,"text":"Journal of the American Water Resources Association","active":true,"publicationSubtype":{"id":10}},"title":"Estimating contributions of nitrate and herbicides from groundwater to headwater streams, northern Atlantic Coastal Plain, USA","docAbstract":"<p><span>Groundwater transport often complicates understanding of surface-water contamination. We estimated the regional flux of nitrate and selected herbicides from groundwater to nontidal headwater streams of the Atlantic Coastal Plain (New Jersey through North Carolina) based on late-winter or spring base-flow samples from 174 streams. Sampled streams were selected randomly, and flux estimates are based on resulting population estimates rather than on empirical models, which have been used previously for similar estimates. Base-flow flux in the estimated 8,834 headwater streams of the study area are an estimated 21,200&nbsp;kg/day of nitrate (as N) and 5.83, 0.565, and 20.7&nbsp;kg/day of alachlor, atrazine, and metolachlor (and selected degradates), respectively. Base-flow flux of alachlor and metolachlor is &lt;3% of the total base-flow flux of those compounds plus degradates. Base-flow flux of nitrate and herbicides as a percentage of applications is typically highest in well-drained areas and lowest in areas with abundant poor drainage and anoxic conditions. In Coastal Plain watersheds of Albemarle and Pamlico Sounds, &lt;2% of applied nitrogen reaches headwater streams as base flow. On the Delmarva Peninsula part of the Chesapeake Bay watershed, however, more than 10% of such applications are transported through groundwater to streams, and base-flow nitrate flux represents 70% of total nitrogen flux in headwater streams.</span></p>","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of the American Water Resources Association","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Water Resources Assocation","publisherLocation":"Herndon, VA","doi":"10.1111/j.1752-1688.2012.00672.x","usgsCitation":"Ator, S., and Denver, J.M., 2012, Estimating contributions of nitrate and herbicides from groundwater to headwater streams, northern Atlantic Coastal Plain, USA: Journal of the American Water Resources Association, v. 48, no. 6, p. 1075-1090, https://doi.org/10.1111/j.1752-1688.2012.00672.x.","productDescription":"16 p.","startPage":"1075","endPage":"1090","numberOfPages":"16","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-026092","costCenters":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"links":[{"id":474354,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1111/j.1752-1688.2012.00672.x","text":"Publisher Index Page"},{"id":318952,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"Northern Atlantic Coastal Plain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.2236328125,\n              40.48873742102282\n            ],\n            [\n              -73.992919921875,\n              40.421860362045194\n            ],\n            [\n              -74.00390625,\n              40.204050425113294\n            ],\n            [\n              -74.058837890625,\n              39.884450178234395\n            ],\n            [\n              -74.15771484375,\n              39.605688178320804\n            ],\n            [\n              -74.322509765625,\n              39.41073305508498\n            ],\n            [\n              -74.55322265625,\n              39.2407625100131\n            ],\n            [\n              -74.761962890625,\n              39.036252959636606\n            ],\n            [\n              -75.08056640625,\n              38.796908303484294\n            ],\n            [\n              -75.047607421875,\n              38.46219172306828\n            ],\n            [\n              -75.146484375,\n              38.18638677411551\n            ],\n            [\n              -75.322265625,\n              37.883524980871336\n            ],\n            [\n              -75.60791015625,\n              37.51844023887861\n            ],\n            [\n              -75.860595703125,\n              37.142803443716836\n            ],\n            [\n              -75.992431640625,\n              36.84446074079564\n            ],\n            [\n              -75.82763671875,\n              36.500805317604794\n            ],\n            [\n              -75.728759765625,\n              36.16448788632064\n            ],\n            [\n              -75.487060546875,\n              35.746512259918504\n            ],\n            [\n              -75.487060546875,\n              35.39800594715108\n            ],\n            [\n              -75.5419921875,\n              35.21869749632885\n            ],\n            [\n              -75.882568359375,\n              35.110921809704756\n            ],\n            [\n              -76.22314453125,\n              34.93097858831627\n            ],\n            [\n              -76.53076171875,\n              34.615126683462194\n            ],\n            [\n              -76.673583984375,\n              34.687427949314845\n            ],\n            [\n              -76.9921875,\n              34.66935854524543\n            ],\n            [\n              -77.332763671875,\n              34.51560953848204\n            ],\n            [\n              -77.662353515625,\n              34.334364487026306\n            ],\n            [\n              -77.87109375,\n              34.08906131584996\n            ],\n            [\n              -77.93701171875,\n              33.8430453147447\n            ],\n            [\n              -78.134765625,\n              33.897777013859475\n            ],\n            [\n              -78.541259765625,\n              33.8521697014074\n            ],\n            [\n              -79.65087890624999,\n              34.79576153473033\n            ],\n            [\n              -80.244140625,\n              34.813803317113155\n            ],\n            [\n              -80.13427734374999,\n              35.16482750605027\n            ],\n            [\n              -79.837646484375,\n              35.34425514918409\n            ],\n            [\n              -79.398193359375,\n              35.505400093441324\n            ],\n            [\n              -78.81591796875,\n              35.594785665487244\n            ],\n            [\n              -78.3544921875,\n              35.969115075774845\n            ],\n            [\n              -78.057861328125,\n              36.35052700542763\n            ],\n            [\n              -77.969970703125,\n              36.81808022778526\n            ],\n            [\n              -77.706298828125,\n              37.64903402157866\n            ],\n            [\n              -77.618408203125,\n              37.98750437106374\n            ],\n            [\n              -77.662353515625,\n              38.30718056188316\n            ],\n            [\n              -77.574462890625,\n              38.66835610151509\n            ],\n            [\n              -77.32177734375,\n              39.0533181067413\n            ],\n            [\n              -77.069091796875,\n              39.35129035526705\n            ],\n            [\n              -76.22314453125,\n              39.605688178320804\n            ],\n            [\n              -75.794677734375,\n              39.73253798438173\n            ],\n            [\n              -75.662841796875,\n              39.825413103424786\n            ],\n            [\n              -75.421142578125,\n              39.825413103424786\n            ],\n            [\n              -75.179443359375,\n              39.90130858574735\n            ],\n            [\n              -75.12451171875,\n              39.977120098439634\n            ],\n            [\n              -74.794921875,\n              40.12009038025332\n            ],\n            [\n              -74.55322265625,\n              40.245991504199026\n            ],\n            [\n              -74.2236328125,\n              40.48873742102282\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"48","issue":"6","publishingServiceCenter":{"id":10,"text":"Baltimore PSC"},"noUsgsAuthors":false,"publicationDate":"2012-09-20","publicationStatus":"PW","scienceBaseUri":"56ed26b0e4b0f59b85db09f7","contributors":{"authors":[{"text":"Ator, Scott 0000-0002-9186-4837 swator@usgs.gov","orcid":"https://orcid.org/0000-0002-9186-4837","contributorId":152414,"corporation":false,"usgs":true,"family":"Ator","given":"Scott","email":"swator@usgs.gov","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":true,"id":622939,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Denver, Judith M. jmdenver@usgs.gov","contributorId":140022,"corporation":false,"usgs":true,"family":"Denver","given":"Judith","email":"jmdenver@usgs.gov","middleInitial":"M.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":false,"id":622938,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70118040,"text":"70118040 - 2012 - Disparate stakeholder management: the case of elk and bison feeding in southern Greater Yellowstone","interactions":[],"lastModifiedDate":"2014-07-25T10:31:32","indexId":"70118040","displayToPublicDate":"2012-09-20T10:13:25","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3404,"text":"Society & Natural Resources: An International Journal","active":true,"publicationSubtype":{"id":10}},"title":"Disparate stakeholder management: the case of elk and bison feeding in southern Greater Yellowstone","docAbstract":"<p>For resource decisions to make the most possible progress toward achieving agency mandates, managers must work with stakeholders and may need to at least partially accommodate some of their key underlying interests. To accommodate stakeholder interests, while also substantively working toward fulfilling legal mandates, managers must understand the sociopolitical factors that influence the decision-making process. We coin the phrase <i>disparate stakeholder management</i> (DSM) to describe situations with disparate stakeholders and disparate management solutions. A DSM approach (DSMA) requires decision makers to combine concepts from many sciences, thus releasing them from disciplinary bonds that often constrain innovation and effectiveness. We combined three distinct approaches to develop a DSMA that assisted in developing a comprehensive range of elk and bison management alternatives in the Southern Greater Yellowstone Area. The DSMA illustrated the extent of compromise between meeting legal agency mandates and accommodating the preferences of certain stakeholder groups.</p>","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Society & Natural Resources: An International Journal","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Taylor & Francis","publisherLocation":"London, England","doi":"10.1080/08941920.2012.701371","usgsCitation":"Koontz, L., Hoag, D., and DeLong, D., 2012, Disparate stakeholder management: the case of elk and bison feeding in southern Greater Yellowstone: Society & Natural Resources: An International Journal, v. 26, no. 3, https://doi.org/10.1080/08941920.2012.701371.","costCenters":[],"links":[{"id":290984,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":290983,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1080/08941920.2012.701371"}],"country":"United States","state":"Wyoming","otherGeospatial":"Yellowstone National Park","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.156,44.1324 ], [ -111.156,45.109 ], [ -109.8242,45.109 ], [ -109.8242,44.1324 ], [ -111.156,44.1324 ] ] ] } } ] }","volume":"26","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57f7f47fe4b0bc0bec0a0ffb","contributors":{"authors":[{"text":"Koontz, Lynne koontzl@usgs.gov","contributorId":2174,"corporation":false,"usgs":false,"family":"Koontz","given":"Lynne","email":"koontzl@usgs.gov","affiliations":[{"id":7016,"text":"Environmental Quality Division, National Park Service, Fort Collins, Colorado","active":true,"usgs":false}],"preferred":false,"id":496170,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoag, Dana","contributorId":77809,"corporation":false,"usgs":true,"family":"Hoag","given":"Dana","affiliations":[],"preferred":false,"id":496171,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"DeLong, Don","contributorId":99475,"corporation":false,"usgs":true,"family":"DeLong","given":"Don","affiliations":[],"preferred":false,"id":496172,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70039989,"text":"ofr20121136 - 2012 - Assessment of soil-gas contamination at building 310 underground storage tank area, Fort Gordon, Georgia, 2010-2011","interactions":[],"lastModifiedDate":"2018-08-15T14:58:38","indexId":"ofr20121136","displayToPublicDate":"2012-09-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-1136","title":"Assessment of soil-gas contamination at building 310 underground storage tank area, Fort Gordon, Georgia, 2010-2011","docAbstract":"Soil gas was assessed for contaminants in the building 310 underground storage tank area adjacent to the Dwight D. Eisenhower Army Medical Center at Ft. Gordon, Georgia, from October 2010 to September 2011. The assessment, which also included the detection of organic compounds in soil gas, provides environmental contamination data to Fort Gordon personnel pursuant to requirements of the Resource Conservation and Recovery Act Part B Hazardous Waste Permit process. The study was conducted by the U.S. Geological Survey, in cooperation with the U.S. Department of the Army Environmental and Natural Resources Management Office of the U.S. Army Signal Center and Fort Gordon. Soil-gas samplers were deployed below land surface at 37 locations in the building 310 underground storage tank area. Soil-gas samplers were deployed in a grid pattern near the storage tank area as well as downslope of the tank area in the direction of groundwater flow toward an unnamed tributary to Butler Creek. Total petroleum hydrocarbons were detected in 35 of the 37 soil-gas samplers at levels above the method detection level, and the combined mass of benzene, toluene, ethylbenzene, and total xylenes were detected above their detection levels in 8 of the 37 samplers. In addition, the combined masses of undecane, tridecane, and pentadecane were detected at or above their method detection levels in 9 of the 37 samplers. Other volatile organic compounds detected above their respective method detection levels were chloroform, 1,2,4-trimethylbenzene, and perchloroethylene. In addition, naphthalene, 2-methyl naphthalene, and 1,2,4-trimethylbenzene were detected below the method detection levels, but above the nondetection level.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20121136","collaboration":"Prepared in cooperation with the U.S. Department of the Army Environmental and Natural Resources Management Office of the U.S. Army Signal Center and Fort Gordon","usgsCitation":"Guimaraes, W.B., Falls, W.F., Caldwell, A.W., Ratliff, W.H., Wellborn, J.B., and Landmeyer, J., 2012, Assessment of soil-gas contamination at building 310 underground storage tank area, Fort Gordon, Georgia, 2010-2011: U.S. Geological Survey Open-File Report 2012-1136, iv; 29 p., https://doi.org/10.3133/ofr20121136.","productDescription":"iv; 29 p.","numberOfPages":"38","onlineOnly":"Y","costCenters":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":261992,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_2012_1136.gif"},{"id":261990,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2012/1136/","linkFileType":{"id":5,"text":"html"}},{"id":261991,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2012/1136/pdf/ofr2012-1136.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Georgia","city":"Augusta","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82.41666666666667,32.25 ], [ -82.41666666666667,32.5 ], [ -82,32.5 ], [ -82,32.25 ], [ -82.41666666666667,32.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505c6c27e4b046a25ba343a4","contributors":{"authors":[{"text":"Guimaraes, Wladmir B. wbguimar@usgs.gov","contributorId":3818,"corporation":false,"usgs":true,"family":"Guimaraes","given":"Wladmir","email":"wbguimar@usgs.gov","middleInitial":"B.","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467391,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Falls, W. Fred 0000-0003-2928-9795 wffalls@usgs.gov","orcid":"https://orcid.org/0000-0003-2928-9795","contributorId":107754,"corporation":false,"usgs":true,"family":"Falls","given":"W.","email":"wffalls@usgs.gov","middleInitial":"Fred","affiliations":[],"preferred":false,"id":467394,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Caldwell, Andral W. 0000-0003-1269-5463 acaldwel@usgs.gov","orcid":"https://orcid.org/0000-0003-1269-5463","contributorId":3228,"corporation":false,"usgs":true,"family":"Caldwell","given":"Andral","email":"acaldwel@usgs.gov","middleInitial":"W.","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467389,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ratliff, W. Hagan","contributorId":60347,"corporation":false,"usgs":true,"family":"Ratliff","given":"W.","email":"","middleInitial":"Hagan","affiliations":[],"preferred":false,"id":467393,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Wellborn, John B.","contributorId":24822,"corporation":false,"usgs":true,"family":"Wellborn","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":467392,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Landmeyer, James 0000-0002-5640-3816 jlandmey@usgs.gov","orcid":"https://orcid.org/0000-0002-5640-3816","contributorId":3257,"corporation":false,"usgs":true,"family":"Landmeyer","given":"James","email":"jlandmey@usgs.gov","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467390,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70039979,"text":"70039979 - 2012 - Movement of water infiltrated from a recharge basin to wells","interactions":[],"lastModifiedDate":"2012-09-20T17:16:39","indexId":"70039979","displayToPublicDate":"2012-09-20T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1861,"text":"Ground Water","active":true,"publicationSubtype":{"id":10}},"title":"Movement of water infiltrated from a recharge basin to wells","docAbstract":"Local surface water and stormflow were infiltrated intermittently from a 40-ha basin between September 2003 and September 2007 to determine the feasibility of recharging alluvial aquifers pumped for public supply, near Stockton, California. Infiltration of water produced a pressure response that propagated through unconsolidated alluvial-fan deposits to 125 m below land surface (bls) in 5 d and through deeper, more consolidated alluvial deposits to 194 m bls in 25 d, resulting in increased water levels in nearby monitoring wells. The top of the saturated zone near the basin fluctuates seasonally from depths of about 15 to 20 m. Since the start of recharge, water infiltrated from the basin has reached depths as great as 165 m bls. On the basis of sulfur hexafluoride tracer test data, basin water moved downward through the saturated alluvial deposits until reaching more permeable zones about 110 m bls. Once reaching these permeable zones, water moved rapidly to nearby pumping wells at rates as high as 13 m/d. Flow to wells through highly permeable material was confirmed on the basis of flowmeter logging, and simulated numerically using a two-dimensional radial groundwater flow model. Arsenic concentrations increased slightly as a result of recharge from 2 to 6 &mu;g/L immediately below the basin. Although few water-quality issues were identified during sample collection, high groundwater velocities and short travel times to nearby wells may have implications for groundwater management at this and at other sites in heterogeneous alluvial aquifers.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Ground Water","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Wiley","publisherLocation":"Hoboken, NJ","doi":"10.1111/j.1745-6584.2011.00838.x","usgsCitation":"O'Leary, D., Izbicki, J., Moran, J.E., Meeth, T., Nakagawa, B., Metzger, L., Bonds, C., and Singleton, M.J., 2012, Movement of water infiltrated from a recharge basin to wells: Ground Water, v. 50, no. 2, p. 242-255, https://doi.org/10.1111/j.1745-6584.2011.00838.x.","productDescription":"13 p.","startPage":"242","endPage":"255","numberOfPages":"14","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":261989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":261988,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1111/j.1745-6584.2011.00838.x","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","city":"Stockton","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.5,37.5 ], [ -121.5,38.5 ], [ -120.5,38.5 ], [ -120.5,37.5 ], [ -121.5,37.5 ] ] ] } } ] }","volume":"50","issue":"2","noUsgsAuthors":false,"publicationDate":"2011-07-08","publicationStatus":"PW","scienceBaseUri":"505c6c2fe4b046a25ba343c2","contributors":{"authors":[{"text":"O'Leary, David R. 0000-0001-9888-1739","orcid":"https://orcid.org/0000-0001-9888-1739","contributorId":9902,"corporation":false,"usgs":true,"family":"O'Leary","given":"David R.","affiliations":[],"preferred":false,"id":467362,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Izbicki, John A. 0000-0003-0816-4408 jaizbick@usgs.gov","orcid":"https://orcid.org/0000-0003-0816-4408","contributorId":1375,"corporation":false,"usgs":true,"family":"Izbicki","given":"John A.","email":"jaizbick@usgs.gov","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":467361,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moran, Jean E.","contributorId":96525,"corporation":false,"usgs":true,"family":"Moran","given":"Jean","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":467368,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Meeth, Tanya","contributorId":16262,"corporation":false,"usgs":true,"family":"Meeth","given":"Tanya","email":"","affiliations":[],"preferred":false,"id":467363,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Nakagawa, Brandon","contributorId":54451,"corporation":false,"usgs":true,"family":"Nakagawa","given":"Brandon","email":"","affiliations":[],"preferred":false,"id":467366,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Metzger, Loren 0000-0003-2454-2966","orcid":"https://orcid.org/0000-0003-2454-2966","contributorId":45560,"corporation":false,"usgs":true,"family":"Metzger","given":"Loren","affiliations":[],"preferred":false,"id":467365,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Bonds, Chris","contributorId":96131,"corporation":false,"usgs":true,"family":"Bonds","given":"Chris","email":"","affiliations":[],"preferred":false,"id":467367,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Singleton, Michael J.","contributorId":44400,"corporation":false,"usgs":true,"family":"Singleton","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":467364,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":70147908,"text":"70147908 - 2012 - Relying on fin erosion to identify hatchery-reared brown trout in a Tennessee river","interactions":[],"lastModifiedDate":"2015-05-11T12:01:40","indexId":"70147908","displayToPublicDate":"2012-09-19T13:15:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2886,"text":"North American Journal of Fisheries Management","active":true,"publicationSubtype":{"id":10}},"title":"Relying on fin erosion to identify hatchery-reared brown trout in a Tennessee river","docAbstract":"<p>Hatchery-induced fin erosion can be used to identify recently stocked catchable-size brown trout <i>Salmo trutta</i> during annual surveys to qualitatively estimate contributions to a fishery. However, little is known about the longevity of this mark and its effectiveness as a short-term (&le; 1 year) mass-marking technique. We evaluated hatchery-induced pectoral fin erosion as a mass-marking technique for short-term stocking evaluations by stocking microtagged brown trout in a tailwater and repeatedly sampling those fish to observe and measure their pectoral fins. At Dale Hollow National Fish Hatchery, 99.1% (228 of 230) of microtagged brown trout in outdoor concrete raceways had eroded pectoral fins 1 d prior to stocking. Between 34 and 68 microtagged and 26-35 wild brown trout were collected during eight subsequent electrofishing samples. In a blind test based on visual examination of pectoral fins at up to 322 d poststocking, one observer correctly identified 91.7% to 100.0% (mean of 96.9%) of microtagged brown trout prior to checking for microtags. In the laboratory, pectoral fin length and width measurements were recorded to statistically compare the fin measurements of wild and microtagged hatchery brown trout. With only one exception, all pectoral fin measurements on each date averaged significantly larger for wild trout than for microtagged brown trout. Based on the number of pectoral fin measurements falling below 95% prediction intervals, 93.7% (148 of 158) of microtagged trout were correctly identified as hatchery fish based on regression models up to 160 d poststocking. Only 72.2% (70 of 97) of microtagged trout were identified correctly after 160 d based on pectoral fin measurements and the regression models. We concluded that visual examination of pectoral fin erosion was a very effective way to identify stocked brown trout for up to 322 d poststocking.</p>","language":"English","publisher":"American Fisheries Society","publisherLocation":"Lawrence, KS","doi":"10.1080/02755947.2012.692350","usgsCitation":"Meerbeek, J.R., and Bettoli, P.W., 2012, Relying on fin erosion to identify hatchery-reared brown trout in a Tennessee river: North American Journal of Fisheries Management, v. 32, no. 5, p. 922-928, https://doi.org/10.1080/02755947.2012.692350.","productDescription":"7 p.","startPage":"922","endPage":"928","numberOfPages":"7","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-037387","costCenters":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"links":[{"id":300298,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"32","issue":"5","publishingServiceCenter":{"id":8,"text":"Raleigh PSC"},"noUsgsAuthors":false,"publicationDate":"2012-09-19","publicationStatus":"PW","scienceBaseUri":"5551d2b8e4b0a92fa7e93c06","contributors":{"authors":[{"text":"Meerbeek, Jonathan R.","contributorId":140732,"corporation":false,"usgs":false,"family":"Meerbeek","given":"Jonathan","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":546688,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bettoli, Phillip William pbettoli@usgs.gov","contributorId":1919,"corporation":false,"usgs":true,"family":"Bettoli","given":"Phillip","email":"pbettoli@usgs.gov","middleInitial":"William","affiliations":[{"id":198,"text":"Coop Res Unit Atlanta","active":true,"usgs":true}],"preferred":true,"id":546364,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70040339,"text":"70040339 - 2012 - Economic analysis of the proposed rule to prevent arrival of new genetic strains of the rust fungus Puccinia psidii in Hawai'i.","interactions":[],"lastModifiedDate":"2018-01-05T12:42:32","indexId":"70040339","displayToPublicDate":"2012-09-19T10:30:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesTitle":{"id":414,"text":"Technical Report","active":false,"publicationSubtype":{"id":9}},"seriesNumber":"177","title":"Economic analysis of the proposed rule to prevent arrival of new genetic strains of the rust fungus Puccinia psidii in Hawai'i.","docAbstract":"<p>Since its first documented introduction to Hawai&lsquo;i in 2005, the rust fungus<i> P. psidii</i> has already severely damaged <i>Syzygium jambos</i> (Indian rose apple) trees and the federally endangered <i>Eugenia koolauensis</i> (nioi). Fortunately, the particular strain has yet to cause serious damage to &lsquo;ōhi&lsquo;a, which comprises roughly 80% of the state&rsquo;s native forests and covers 400,000 ha. Although the rust has affected less than 5% of Hawaii&rsquo;s &lsquo;ōhi&lsquo;a trees thus far, the introduction of more virulent strains and the genetic evolution of the current strain are still possible. Since the primary pathway of introduction is Myrtaceae plant material imported from outside the state, potential damage to &lsquo;ohi&lsquo;a can be minimized by regulating those high-risk imports. We discuss the economic impact on the state&rsquo;s florist, nursery, landscaping, and forest plantation industries of a proposed rule that would ban the import of non-seed Myrtaceae plant material and require a one-year quarantine of seeds. Our analysis suggests that the benefits to the forest plantation industry of a complete ban on non-seed material would likely outweigh the costs to other affected sectors, even without considering the reduction in risk to &lsquo;ōhi&lsquo;a. Incorporating the value of &lsquo;ōhi&lsquo;a protection would further increase the benefit-cost ratio in favor of an import ban.</p>","publisher":"University of Hawai`i","publisherLocation":"Honolulu, HI","usgsCitation":"Burnett, K., D’Evelyn, S., Loope, L., and Wada, C.A., 2012, Economic analysis of the proposed rule to prevent arrival of new genetic strains of the rust fungus Puccinia psidii in Hawai'i.: Technical Report 177, iv, 50 p.","productDescription":"iv, 50 p.","numberOfPages":"55","onlineOnly":"N","additionalOnlineFiles":"N","ipdsId":"IP-033817","costCenters":[{"id":521,"text":"Pacific Island Ecosystems Research Center","active":false,"usgs":true}],"links":[{"id":326193,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Hawaii","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57a9ad46e4b05e859bdfb8d3","contributors":{"authors":[{"text":"Burnett, Kimberly","contributorId":26565,"corporation":false,"usgs":true,"family":"Burnett","given":"Kimberly","email":"","affiliations":[],"preferred":false,"id":644946,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"D’Evelyn, Sean","contributorId":43221,"corporation":false,"usgs":true,"family":"D’Evelyn","given":"Sean","email":"","affiliations":[],"preferred":false,"id":644947,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Loope, Lloyd","contributorId":173506,"corporation":false,"usgs":false,"family":"Loope","given":"Lloyd","affiliations":[],"preferred":false,"id":644948,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wada, Christopher A.","contributorId":91352,"corporation":false,"usgs":true,"family":"Wada","given":"Christopher","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":644949,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70039971,"text":"fs20123119 - 2012 - Flood inundation map library, Fort Kent, Maine","interactions":[],"lastModifiedDate":"2012-09-19T17:16:46","indexId":"fs20123119","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-3119","title":"Flood inundation map library, Fort Kent, Maine","docAbstract":"Severe flooding occurred in northern Maine from April 28 to May 1, 2008, and damage was extensive in the town of Fort Kent (Lombard, 2010). Aroostook County was declared a Federal disaster area on May 9, 2008. The extent of flooding on both the Fish and St. John Rivers during this event showed that the current Federal Emergency Management Agency (FEMA) Flood Insurance Study (FIS) and Flood Insurance Rate Map (FIRM) (Federal Emergency Management Agency, 1979) were out of date. The U.S. Geological Survey (USGS) conducted a study to develop a flood inundation map library showing the areas and depths for a range of flood stages from bankfull to the flood of record for Fort Kent to complement an updated FIS (Federal Emergency Management Agency, in press). Hydrologic analyses that support the maps include computer models with and without the levee and with various depths of backwater on the Fish River. This fact sheet describes the methods used to develop the maps and describes how the maps can be accessed.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20123119","usgsCitation":"Lombard, P., 2012, Flood inundation map library, Fort Kent, Maine: U.S. Geological Survey Fact Sheet 2012-3119, 2 p., https://doi.org/10.3133/fs20123119.","productDescription":"2 p.","costCenters":[{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true}],"links":[{"id":261963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2012_3119.gif"},{"id":261960,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2012/3119/","linkFileType":{"id":5,"text":"html"}},{"id":261961,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2012/3119/pdf/FS2012-3119_lombard_508.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maine","city":"Fort Kent","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -68.75,47 ], [ -68.75,47.4 ], [ -68.25,47.4 ], [ -68.25,47 ], [ -68.75,47 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"50dcea7ce4b0d55926e41aa6","contributors":{"authors":[{"text":"Lombard, Pamela J. 0000-0002-0983-1906","orcid":"https://orcid.org/0000-0002-0983-1906","contributorId":23899,"corporation":false,"usgs":true,"family":"Lombard","given":"Pamela J.","affiliations":[],"preferred":false,"id":467351,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039972,"text":"sir20125116 - 2012 - A benthic-macroinvertebrate index of biotic integrity and assessment of conditions in selected streams in Chester County, Pennsylvania, 1998-2009","interactions":[],"lastModifiedDate":"2012-09-19T17:16:46","indexId":"sir20125116","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-5116","title":"A benthic-macroinvertebrate index of biotic integrity and assessment of conditions in selected streams in Chester County, Pennsylvania, 1998-2009","docAbstract":"The Stream Conditions of Chester County Biological Monitoring Network (Network) was established by the U.S. Geological Survey and the Chester County Water Resources Authority in 1969. Chester County encompasses 760 square miles in southeastern Pennsylvania and has a rapidly expanding population. Land-use change has occurred in response to this continual growth, as open space, agricultural lands, and wooded lands have been converted to residential and commercial lands. In 1998, the Network was modified to include 18 fixed-location sites and 9 flexible-location sites. Sites were sampled annually in the fall (October-November) during base-flow conditions for water chemistry, instream habitat, and benthic macroinvertebrates. A new set of 9 flexible-location sites was selected each year. From 1998 to 2009, 213 samples were collected from the 18 fixed-location sites and 107 samples were collected from the 84 flexible-location sites. Eighteen flexible-location sites were sampled more than once over the 12-year period; 66 sites were sampled only once. Benthic-macroinvertebrate data from samples collected during 1998-2009 were used to establish the Chester County Index of Biotic Integrity (CC-IBI). The CC-IBI was based on the methods and metrics outlined in the Pennsylvania Department of Environmental Protection's \"A Benthic Index of Biotic Integrity for Wadeable Freestone Streams in Pennsylvania.\" The resulting CC-IBI consists of scores for benthic-macroinvertebrate samples collected from sites in the Network that related to reference conditions in Chester County. Mean CC-IBI scores for 18 fixed-location sites ranged from 37.21 to 88.92. Thirty-nine percent of the 213 samples collected at the 18 fixed-location sites had a CC-IBI score less than 50; 33 percent, 50 to 70; 28 percent, greater than 70. CC-IBI scores from the 107 flexible-location samples ranged from 23.48 to 99.96. Twenty-five percent of the 107 samples collected at the flexible-location sites had a CC-IBI score less than 50; 33 percent, 50 to 70; and 42 percent, greater than 70. Factors that were found to affect CC-IBI scores are nutrient concentrations, habitat conditions, and percent of wooded and urban land use. A positive relation was determined between mean CC-IBI scores and mean total habitat scores for the 18 fixed-location sites. CC-IBI scores were most strongly affected by stream bank vegetative protection, embeddedness, riparian zone width, and sediment deposition. The highest CC-IBI scores were associated with sites that had greater than 28 percent wooded-wetland-water land use, less than 5 percent urban land use, and no municipal wastewater discharges within 10 miles upstream from the sampling site. The lowest CC-IBI scores were associated with sites where urban land use was greater than 15 percent or a municipal wastewater discharge was within 10 miles upstream from the sampling reach. The Mann Kendall test for trends was used to determine trends in CC-IBI scores and concentrations of nitrate, orthophosphate, and chloride for the 18 fixed-location sites. A positive trend in CC-IBI was determined for six sites, and a negative trend was determined for one site. Positive trends in nitrate concentrations were determined for 4 of the 18 fixed-location sites, and a negative trend in orthophosphate concentrations was determined for 1 of the 18 fixed-location sites. Positive trends in chloride concentrations were determined for 16 of the 18 fixed-location sites.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125116","collaboration":"Prepared in cooperation with the Chester County Water Resources Authority","usgsCitation":"Reif, A.G., 2012, A benthic-macroinvertebrate index of biotic integrity and assessment of conditions in selected streams in Chester County, Pennsylvania, 1998-2009: U.S. Geological Survey Scientific Investigations Report 2012-5116, viii, 41 p.; Appendixes 1-4 XLSX Download, https://doi.org/10.3133/sir20125116.","productDescription":"viii, 41 p.; Appendixes 1-4 XLSX Download","numberOfPages":"54","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":261980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5116.png"},{"id":261964,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5116/","linkFileType":{"id":5,"text":"html"}},{"id":261965,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2012/5116/support/sir2012-5116.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Berks;Chester;Delaware;Lancaster;Montgomery","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76.16666666666667,39.666666666666664 ], [ -76.16666666666667,40.333333333333336 ], [ -75.33333333333333,40.333333333333336 ], [ -75.33333333333333,39.666666666666664 ], [ -76.16666666666667,39.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4972e4b0b290850ef2d8","contributors":{"authors":[{"text":"Reif, Andrew G. 0000-0002-5054-5207 agreif@usgs.gov","orcid":"https://orcid.org/0000-0002-5054-5207","contributorId":2632,"corporation":false,"usgs":true,"family":"Reif","given":"Andrew","email":"agreif@usgs.gov","middleInitial":"G.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039973,"text":"sir20125193 - 2012 - Analysis of trends in selected streamflow statistics for the Concho River Basin, Texas, 1916-2009","interactions":[],"lastModifiedDate":"2016-08-08T08:34:06","indexId":"sir20125193","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-5193","title":"Analysis of trends in selected streamflow statistics for the Concho River Basin, Texas, 1916-2009","docAbstract":"<p>The Concho River Basin is part of the upper Colorado River Basin in west-central Texas. Monotonic trends in streamflow statistics during various time intervals from 1916-2009 were analyzed to determine whether substantial changes in selected streamflow statistics have occurred within the Concho River Basin. Two types of U.S. Geological Survey streamflow data comprise the foundational data for this report: (1) daily mean discharge (daily discharge) and (2) annual instantaneous peak discharge. Trend directions are reported for the following streamflow statistics: (1) annual mean daily discharge, (2) annual 1-day minimum discharge, (3) annual 7-day minimum discharge, (4) annual maximum daily discharge, and (5) annual instantaneous peak discharge.</p>\n<p>The South Concho, Middle Concho, and North Concho Rivers drain the upper part of the Concho River Basin. The North and South Concho Rivers converge in San Angelo, Tex., to form the Concho River. The Concho River flows east from San Angelo to its confluence with the Colorado River east of Paint Rock, Tex. The trend analyses principally focused on application of the nonparametric Kendall's Tau statistical test to detect monotonic trends (dependency) in streamflow with time; in other words, Kendall's Tau is a test of temporal independence of streamflow with time. A positive Tau indicates an upward monotonic streamflow trend; conversely, a negative Tau indicates a downward monotonic streamflow trend. Hence, the trend analysis reported here is limited to direction and not magnitude of streamflow change.</p>\n<p>Six U.S. Geological Survey streamflow-gaging stations were selected for analysis. Streamflow-gaging station 08128000 South Concho River at Christoval has downward trends for annual maximum daily discharge and annual instantaneous peak discharge for the combined period 1931-95, 2002-9. Streamflow-gaging station 08128400 Middle Concho River above Tankersley has downward trends for annual maximum daily discharge and annual instantaneous peak discharge for the combined period 1962-95, 2002-9. Streamflow-gaging station 08128500 Middle Concho River near Tankersley has no significant trends in the streamflow statistics considered for the period 1931-60. Streamflow-gaging station 08134000 North Concho River near Carlsbad has downward trends for annual mean daily discharge, annual 7-day minimum daily discharge, annual maximum daily discharge, and annual instantaneous peak discharge for the period 1925-2009. Streamflow-gaging stations 08136000 Concho River at San Angelo and 08136500 Concho River at Paint Rock have downward trends for 1916-2009 for all streamflow statistics calculated, but streamflow-gaging station 08136000 Concho River at San Angelo has an upward trend for annual maximum daily discharge during 1964-2009. The downward trends detected during 1916-2009 for the Concho River at San Angelo are not unexpected because of three reservoirs impounding and profoundly regulating streamflow.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125193","collaboration":"Prepared in cooperation with the Texas Water Development Board","usgsCitation":"Barbie, D.L., Wehmeyer, L.L., and May, J.E., 2012, Analysis of trends in selected streamflow statistics for the Concho River Basin, Texas, 1916-2009: U.S. Geological Survey Scientific Investigations Report 2012-5193, iv, 15 p., https://doi.org/10.3133/sir20125193.","productDescription":"iv, 15 p.","numberOfPages":"24","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":261975,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5193.gif"},{"id":261967,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2012/5193/pdf/sir2012-5193.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":261966,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5193/","linkFileType":{"id":5,"text":"html"}}],"scale":"2000000","projection":"Albers Equal Area","datum":"North American Datum of 1983","country":"United States","state":"Texas","county":"Coke County, Concho County, Crockett County, Glasscock County, Howard County, Irion County, Midland County, Reagan County, Runnels County, Schleicher County, Sterling County, Tom Green County, Upton County","city":"San Angelo","otherGeospatial":"Concho River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -102.5,30.75 ], [ -102.5,32.25 ], [ -99.5,32.25 ], [ -99.5,30.75 ], [ -102.5,30.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"50d7dc10e4b0c5576aef7154","contributors":{"authors":[{"text":"Barbie, Dana L.","contributorId":64632,"corporation":false,"usgs":true,"family":"Barbie","given":"Dana","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":467354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wehmeyer, Loren L.","contributorId":90412,"corporation":false,"usgs":true,"family":"Wehmeyer","given":"Loren","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":467355,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"May, Jayne E.","contributorId":60088,"corporation":false,"usgs":true,"family":"May","given":"Jayne","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":467353,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70039975,"text":"sir20125118 - 2012 - Measurement and simulation of evapotranspiration at a wetland site in the New Jersey Pinelands","interactions":[],"lastModifiedDate":"2012-09-19T17:16:46","indexId":"sir20125118","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-5118","title":"Measurement and simulation of evapotranspiration at a wetland site in the New Jersey Pinelands","docAbstract":"Evapotranspiration (ET) was monitored above a wetland forest canopy dominated by pitch-pine in the New Jersey Pinelands during November 10, 2004-February 20, 2007, using an eddy-covariance method. Twelve-month ET totals ranged from 786 to 821 millimeters (mm). Minimum and maximum ET rates occurred during December-February and in July, respectively. Relations between ET and several environmental variables (incoming solar radiation, air temperature, relative humidity, soil moisture, and net radiation) were explored. Net radiation (r = 0.72) and air temperature (r = 0.73) were the dominant explanatory variables for daily ET. Air temperature was the dominant control on evaporative fraction with relatively more radiant energy used for ET at higher temperatures. Soil moisture was shown to limit ET during extended dry periods. With volumetric soil moisture below a threshold of about 0.15, the evaporative fraction decreased until rain ended the dry period, and the evaporative fraction sharply recovered. A modified Hargreaves ET model, requiring only easily obtainable daily temperature data, was shown to be effective at simulating measured ET values and has the potential for estimating historical or real-time ET at the wetland site. The average annual ET measured at the wetland site during 2005-06 (801 mm/yr) is about 32 percent higher than previously reported ET for three nearby upland sites during 2005-09. Periodic disturbance by fire and insect defoliation at the upland sites reduced ET. When only undisturbed periods were considered, the wetland ET was 17 percent higher than the undisturbed upland ET. Interannual variability in wetlands ET may be lower than that of uplands ET because the upland stands are more susceptible to periodic drought conditions, disturbance by fire, and insect defoliation. Precipitation during the study period at the nearby Indian Mills weather station was slightly higher than the long-term (1902-2011) annual mean of 1,173 millimeters (mm), with 1,325 and 1,396 mm of precipitation in 2005 and 2006, respectively.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20125118","collaboration":"Prepared in cooperation with the New Jersey Pinelands Commission","usgsCitation":"Sumner, D.M., Nicholson, R.S., and Clark, K., 2012, Measurement and simulation of evapotranspiration at a wetland site in the New Jersey Pinelands: U.S. Geological Survey Scientific Investigations Report 2012-5118, ix, 30 p., https://doi.org/10.3133/sir20125118.","productDescription":"ix, 30 p.","numberOfPages":"44","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":261977,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2012_5118.png"},{"id":261969,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2012/5118/","linkFileType":{"id":5,"text":"html"}},{"id":261970,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2012/5118/pdf/sir2012-5118.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Universal Transverse Mercator projection, Zone 18","datum":"North American Datum 1983","country":"United States","state":"New Jersey","otherGeospatial":"Mcdonalds Branch Basin;Pinelands","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.56666666666666,39.85 ], [ -74.56666666666666,39.916666666666664 ], [ -74.46666666666667,39.916666666666664 ], [ -74.46666666666667,39.85 ], [ -74.56666666666666,39.85 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a52ece4b0c8380cd6c775","contributors":{"authors":[{"text":"Sumner, David M. 0000-0002-2144-9304 dmsumner@usgs.gov","orcid":"https://orcid.org/0000-0002-2144-9304","contributorId":1362,"corporation":false,"usgs":true,"family":"Sumner","given":"David","email":"dmsumner@usgs.gov","middleInitial":"M.","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true},{"id":270,"text":"FLWSC-Tampa","active":true,"usgs":true}],"preferred":true,"id":467357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nicholson, Robert S. rnichol@usgs.gov","contributorId":2283,"corporation":false,"usgs":true,"family":"Nicholson","given":"Robert","email":"rnichol@usgs.gov","middleInitial":"S.","affiliations":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"preferred":true,"id":467358,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clark, Kenneth L.","contributorId":55254,"corporation":false,"usgs":true,"family":"Clark","given":"Kenneth L.","affiliations":[],"preferred":false,"id":467359,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70039970,"text":"fs20123104 - 2012 - Mauna Loa--history, hazards and risk of living with the world's largest volcano","interactions":[],"lastModifiedDate":"2019-05-30T13:55:38","indexId":"fs20123104","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-3104","title":"Mauna Loa--history, hazards and risk of living with the world's largest volcano","docAbstract":"Mauna Loa on the Island Hawai&#699;i is the world&rsquo;s largest volcano. People residing on its flanks face many hazards that come with living on or near an active volcano, including lava flows, explosive eruptions, volcanic smog, damaging earthquakes, and local tsunami (giant seawaves). The County of Hawai&#699;i (Island of Hawai&#699;i) is the fastest growing County in the State of Hawaii. Its expanding population and increasing development mean that risk from volcano hazards will continue to grow. U.S. Geological Survey (USGS) scientists at the Hawaiian Volcano Observatory (HVO) closely monitor and study Mauna Loa Volcano to enable timely warning of hazardous activity and help protect lives and property.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20123104","usgsCitation":"Trusdell, F., 2012, Mauna Loa--history, hazards and risk of living with the world's largest volcano: U.S. Geological Survey Fact Sheet 2012-3104, 4 p., https://doi.org/10.3133/fs20123104.","productDescription":"4 p.","numberOfPages":"4","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true},{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":261979,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2012_3104.gif"},{"id":261973,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2012/3104/","linkFileType":{"id":5,"text":"html"}},{"id":261974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2012/3104/fs2012-3104.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Hawai'i","otherGeospatial":"Island Of Hawaii;Mauna Loa","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -156.16666666666666,18.866666666666667 ], [ -156.16666666666666,20.3 ], [ -154.75,20.3 ], [ -154.75,18.866666666666667 ], [ -156.16666666666666,18.866666666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a5299e4b0c8380cd6c532","contributors":{"authors":[{"text":"Trusdell, Frank A. 0000-0002-0681-0528 trusdell@usgs.gov","orcid":"https://orcid.org/0000-0002-0681-0528","contributorId":754,"corporation":false,"usgs":true,"family":"Trusdell","given":"Frank A.","email":"trusdell@usgs.gov","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":467350,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039976,"text":"fs20123087 - 2012 - Sylvatic plague vaccine and management of prairie dogs","interactions":[],"lastModifiedDate":"2015-06-25T14:24:20","indexId":"fs20123087","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2012-3087","title":"Sylvatic plague vaccine and management of prairie dogs","docAbstract":"<p>Scientists at the USGS National Wildlife Health Center (NWHC), in collaboration with colleagues at the University of Wisconsin (UW), have developed a sylvatic plague vaccine that shows great promise in protecting prairie dogs against plague (Mencher and others, 2004; Rocke and others, 2010). Four species of prairie dogs reside in the United States and Canada, and all are highly susceptible to plague and regularly experience outbreaks with devastating losses. Along with habitat loss and poisoning, plague has contributed to a significant historical decline in prairie dog populations. By some estimates, prairie dogs now occupy only 1 to 2 percent of their former range (Proctor and others, 2006), with prairie dog colonies being now much smaller and fragmented than they were historically, making individual colonies more vulnerable to elimination by plague (Antolin and others, 2002). At least one species, the Utah prairie dog (<i>Cynomys parvidens</i>) is listed by the U.S. Fish and Wildlife Service (FWS) as \"threatened.\" Controlling plague is a vital concern for ongoing management and conservation efforts for prairie dogs. Current efforts to halt the spread of plague in prairie dog colonies typically rely on dusting individual prairie dog burrows with pesticides to kill plague-infected fleas. Although flea-control insecticides, such as deltamethrin, are useful in stopping plague outbreaks in these prairie dog colonies, dusting of burrows is labor intensive and time consuming and may affect other insects and arthropods. As an alternative approach, NWHC and UW scientists developed a sylvatic plague vaccine (SPV) for prairie dogs that can be delivered via oral bait. Laboratory studies have shown that consumption of this vaccine-laden bait by different prairie dog species results in significant protection against plague infection that can last for at least 9 months (Rocke and others, 2010; Rocke, unpublished). Work has now shifted to optimizing baits and distribution methods for field delivery of the vaccine. Ultimately, the bait will be formulated in a size and shape that facilitates distribution by plane or overland vehicle. Field studies to assess the safety and efficacy of SPV are being planned. These studies will require involvement from numerous partners, including state and federal land management agencies, tribal organizations, private landowners and non-government agencies.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20123087","usgsCitation":"Rocke, T.E., 2012, Sylvatic plague vaccine and management of prairie dogs: U.S. Geological Survey Fact Sheet 2012-3087, 2 p., https://doi.org/10.3133/fs20123087.","productDescription":"2 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"links":[{"id":261978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2012_3087.jpg"},{"id":261971,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2012/3087/","linkFileType":{"id":5,"text":"html"}},{"id":261972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2012/3087/pdf/FS2012_3087_web-lr_th.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Canada;United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505ba335e4b08c986b31fbfb","contributors":{"authors":[{"text":"Rocke, Tonie E. 0000-0003-3933-1563 trocke@usgs.gov","orcid":"https://orcid.org/0000-0003-3933-1563","contributorId":2665,"corporation":false,"usgs":true,"family":"Rocke","given":"Tonie","email":"trocke@usgs.gov","middleInitial":"E.","affiliations":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"preferred":true,"id":467360,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039968,"text":"70039968 - 2012 - Yellowstone bison genetics: let us move forward","interactions":[],"lastModifiedDate":"2012-10-09T17:16:16","indexId":"70039968","displayToPublicDate":"2012-09-19T00:00:00","publicationYear":"2012","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2333,"text":"Journal of Heredity","active":true,"publicationSubtype":{"id":10}},"title":"Yellowstone bison genetics: let us move forward","docAbstract":"White and Wallen (2012) disagree with the conclusions and suggestions made in our recent assessment of population structure among Yellowstone National Park (YNP) bison based on 46 autosomal microsatellite loci in 661 animals (Halbert et al. 2012). First, they suggest that \"the existing genetic substructure (that we observed) was artificially created.\" Specifically, they suggest that the substructure observed between the northern and central populations is the result of human activities, both historical and recent. In fact, the genetic composition of all known existing bison herds was created by, or has been influenced by, anthropogenic activities, although this obviously does not reduce the value of these herds for genetic conservation (Dratch and Gogan 2010). As perspective, many, if not most, species of conservation concern have been influenced by human actions and as a result currently exist as isolated populations. However, it is quite difficult to distinguish between genetic differences caused by human actions and important ancestral variation contained in separate populations without data from early time periods. Therefore, to not lose genetic variation that may be significant or indicative of important genetic variation, the generally acceptable management approach is to attempt to retain this variation based on the observed population genetic subdivision (Hedrick et al. 1986).","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Heredity","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Oxford Journals","publisherLocation":"Oxford, U.K.","doi":"10.1093/jhered/ess051","usgsCitation":"Halbert, N., Gogan, P., Hedrick, P.W., Wahl, J.M., and Derr, J., 2012, Yellowstone bison genetics: let us move forward: Journal of Heredity, v. 103, no. 5, p. 754-755, https://doi.org/10.1093/jhered/ess051.","productDescription":"2 p.","startPage":"754","endPage":"755","costCenters":[{"id":481,"text":"Northern Rocky Mountain Science Center","active":true,"usgs":true}],"links":[{"id":261962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":261953,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1093/jhered/ess051","linkFileType":{"id":5,"text":"html"}}],"country":"United States","otherGeospatial":"Yellowstone National Park","volume":"103","issue":"5","noUsgsAuthors":false,"publicationDate":"2012-08-21","publicationStatus":"PW","scienceBaseUri":"505bd218e4b08c986b32f64c","contributors":{"authors":[{"text":"Halbert, Natalie D.","contributorId":69835,"corporation":false,"usgs":true,"family":"Halbert","given":"Natalie D.","affiliations":[],"preferred":false,"id":467343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gogan, Peter J.P.","contributorId":91205,"corporation":false,"usgs":true,"family":"Gogan","given":"Peter J.P.","affiliations":[],"preferred":false,"id":467345,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hedrick, Philip W.","contributorId":98164,"corporation":false,"usgs":true,"family":"Hedrick","given":"Philip","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":467346,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wahl, Jacquelyn M.","contributorId":54453,"corporation":false,"usgs":true,"family":"Wahl","given":"Jacquelyn","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":467342,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Derr, James N.","contributorId":72248,"corporation":false,"usgs":true,"family":"Derr","given":"James N.","affiliations":[],"preferred":false,"id":467344,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
]}