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,{"id":70193171,"text":"70193171 - 2005 - Non-lethal estimation of body composition of Yukon River salmon","interactions":[],"lastModifiedDate":"2021-02-04T16:40:38.592901","indexId":"70193171","displayToPublicDate":"2005-10-31T10:32:49","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesTitle":{"id":7468,"text":"Final Report","active":true,"publicationSubtype":{"id":9}},"title":"Non-lethal estimation of body composition of Yukon River salmon","docAbstract":"<p>Because of the importance of Chinook salmon to commercial and subsistence fisheries on the Yukon River, further study of the factors that may affect the success of this species and our ability to manage the fisheries is warranted. Critical to these studies is the determination of the amount of lipids (fat) stored and available to the fish as its primary energy source for migration and spawning. Recent developments of Bioelectrical Impedance Analysis (BIA) promise a simple, non-lethal means of estimating proximate composition (e.g. fat, protein, water content) for field applications with fish. The goal of the project was to develop BIA models for Chinook salmon from the Yukon River watershed that would permit the non-lethal estimation of body proximate composition for use in field studies. </p><p>Our results clearly demonstrated that BIA can be used to estimate proximate composition and energy density of salmon. While some minor refinements were suggested, the methodology can be used in a wide variety of field applications. For instance, application of the BIA models to predict energy levels of fish during their migration will allow evaluation of management programs, while also yielding data that can be used to evaluate energy use along the migratory path. Correlations of energy level with ongoing tagging, radio-tracking, and genetic studies also have the potential to allow managers and scientists to understand the relationship between fat content and distance to spawning location. These models have the potential for application to this species in other river systems. They also provide tools for a variety of other scientific investigation such as: 1) differences in energy stores in spawning and recruitment success; 2) effects of global warming on migratory salmonid stocks; and 3) differences in annual flow and temperature regiments upon migratory energy costs and resulting recruitment success.</p>","language":"English","publisher":"Arctic-Yukon-Kuskokwim Sustainable Salmon Initiative","usgsCitation":"Margraf, F.J., Hartman, K.J., and Cox, M.K., 2005, Non-lethal estimation of body composition of Yukon River salmon: Final Report, iv, 23 p.","productDescription":"iv, 23 p.","ipdsId":"IP-007579","costCenters":[{"id":199,"text":"Coop Res Unit Leetown","active":true,"usgs":true}],"links":[{"id":382963,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":382962,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.aykssi.org/project/energy-content-of-yukon-river-chinook-salmon/"}],"country":"Canada, United States","state":"Alaska, Yukon","otherGeospatial":"Yukon River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -132.93457031249997,\n              59.712097173322924\n            ],\n            [\n              -139.4384765625,\n              64.62387720204688\n            ],\n            [\n              -144.53613281249997,\n              66.9816661111497\n            ],\n            [\n              -159.521484375,\n              65.34851379240024\n            ],\n            [\n              -161.1474609375,\n              62.512317938386914\n            ],\n            [\n              -163.0810546875,\n              62.91523303947614\n            ],\n            [\n              -165.0146484375,\n              63.29293924364835\n            ],\n            [\n              -164.7509765625,\n              62.08331486294795\n            ],\n            [\n              -161.8505859375,\n              61.33353967329144\n            ],\n            [\n              -159.1259765625,\n              61.75233128411639\n            ],\n            [\n              -157.2802734375,\n              64.14895190024562\n            ],\n            [\n              -149.85351562499997,\n              65.09064558256851\n            ],\n            [\n              -146.07421875,\n              66.19600891267761\n            ],\n            [\n              -142.8662109375,\n              64.64270382119375\n            ],\n            [\n              -140.44921875,\n              63.25341156651705\n            ],\n            [\n              -136.8896484375,\n              61.079544234557304\n            ],\n            [\n              -134.47265625,\n              59.512029386502704\n            ],\n            [\n              -132.93457031249997,\n              59.712097173322924\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publishingServiceCenter":{"id":9,"text":"Reston PSC"},"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Margraf, F. Joseph jmargraf@usgs.gov","contributorId":257,"corporation":false,"usgs":true,"family":"Margraf","given":"F.","email":"jmargraf@usgs.gov","middleInitial":"Joseph","affiliations":[{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true},{"id":199,"text":"Coop Res Unit Leetown","active":true,"usgs":true}],"preferred":true,"id":718119,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hartman, Kyle J.","contributorId":6414,"corporation":false,"usgs":false,"family":"Hartman","given":"Kyle","email":"","middleInitial":"J.","affiliations":[{"id":16210,"text":"Division of Forestry and Natural Resources, West Virginia University","active":true,"usgs":false}],"preferred":false,"id":809836,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cox, M. Keith","contributorId":166685,"corporation":false,"usgs":false,"family":"Cox","given":"M.","email":"","middleInitial":"Keith","affiliations":[],"preferred":false,"id":809837,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70258619,"text":"70258619 - 2005 - Establishing an analytical framework for calculating consistent and sensitive measures of the rate of biodiversity change","interactions":[],"lastModifiedDate":"2024-09-18T16:52:24.800011","indexId":"70258619","displayToPublicDate":"2005-10-27T11:23:51","publicationYear":"2005","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Establishing an analytical framework for calculating consistent and sensitive measures of the rate of biodiversity change","docAbstract":"<p>The Convention on Biological Diversity’s (CBD) VIth Conference of the Parties (COP) and the World Summit on Sustainable Development agreed to a target to achieve a significant reduction of the rate of biodiversity loss by 2010. The VIIth COP adopted a conceptual framework to facilitate the assessment of global progress toward 2010 and to encourage national and regional targets and indicators. However, most of the indicators identified are not and will not be adequately quantified at desired accuracy and with desired frequency by 2010. What is possible is the establishment of an analytic framework that can provide guidelines and baselines for biodiversity estimates that can steadily improve with time. </p><p>A judicious combination of remotely sensed data, Geographic Information System data, ground samples, and expert knowledge of species trends and species’ use of habitats form a solid basis for assessing biodiversity. National development of sensitive, consistent, and affordable indicators that can contribute to the CBD global indicators requires access to a baseline set of global ecosystem, climate, topography, land cover, and human impact information. Fortunately, over the last ten years, a number of relevant information sources have become available. Such information, as well as appropriate methods for use, should be promoted and made highly accessible to countries and organizations that support the CBD. </p><p>The NASA-Non-Governmental Organization (NGO) Conservation Working Group is collaborating to evaluate and demonstrate the meaningful role remote sensing can play in developing biodiversity indicators to meet the targets specified. The Working Group members are evaluating indicators across a range of biomes and scales. The results are being synthesized in a handbook describing the use of remote sensing for monitoring the 2010 target to be published in 2006. </p>","conferenceTitle":"16th William T. Pecora Memorial Symposium on Remote Sensing","conferenceDate":"October 23–27, 2005","conferenceLocation":"Sioux Falls, SD","language":"English","publisher":"ASPRS","usgsCitation":"Fosnight, E.A., Strand, H., and White, B., 2005, Establishing an analytical framework for calculating consistent and sensitive measures of the rate of biodiversity change, 16th William T. Pecora Memorial Symposium on Remote Sensing, Sioux Falls, SD, October 23–27, 2005, 11 p.","productDescription":"11 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":437794,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Fosnight, Eugene A. 0000-0002-8557-3697 fosnight@usgs.gov","orcid":"https://orcid.org/0000-0002-8557-3697","contributorId":2961,"corporation":false,"usgs":true,"family":"Fosnight","given":"Eugene","email":"fosnight@usgs.gov","middleInitial":"A.","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":913404,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Strand, H.","contributorId":182516,"corporation":false,"usgs":false,"family":"Strand","given":"H.","email":"","affiliations":[],"preferred":false,"id":913405,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, Benjamin","contributorId":344301,"corporation":false,"usgs":false,"family":"White","given":"Benjamin","email":"","affiliations":[{"id":81104,"text":"Institute for Advanced Computer Studies, University of Maryland College Park","active":true,"usgs":false}],"preferred":false,"id":913406,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":72649,"text":"ofr20051197 - 2005 - Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: III. biweekly data, 2000-2002","interactions":[],"lastModifiedDate":"2021-01-15T22:14:32.296403","indexId":"ofr20051197","displayToPublicDate":"2005-10-27T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-1197","title":"Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: III. biweekly data, 2000-2002","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051197","usgsCitation":"Antweiler, R.C., Smith, R.L., Voytek, M.A., Bohlke, J., and Dupre, D.H., 2005, Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: III. biweekly data, 2000-2002: U.S. Geological Survey Open-File Report 2005-1197, 74 p., https://doi.org/10.3133/ofr20051197.","productDescription":"74 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":192689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":382244,"rank":3,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1197/"},{"id":7022,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2005/1197/ofr20051197.pdf","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Indiana, Illinois","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.75,40.5 ], [ -87.75,41.25 ], [ -87,41.25 ], [ -87,40.5 ], [ -87.75,40.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688c89","contributors":{"authors":[{"text":"Antweiler, Ronald C. 0000-0001-5652-6034 antweil@usgs.gov","orcid":"https://orcid.org/0000-0001-5652-6034","contributorId":1481,"corporation":false,"usgs":true,"family":"Antweiler","given":"Ronald","email":"antweil@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":285803,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Richard L. 0000-0002-3829-0125 rlsmith@usgs.gov","orcid":"https://orcid.org/0000-0002-3829-0125","contributorId":1592,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rlsmith@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"id":38175,"text":"Toxics Substances Hydrology Program","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":285804,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voytek, Mary A.","contributorId":91943,"corporation":false,"usgs":true,"family":"Voytek","given":"Mary","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":285807,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bohlke, John Karl 0000-0001-5693-6455","orcid":"https://orcid.org/0000-0001-5693-6455","contributorId":66293,"corporation":false,"usgs":true,"family":"Bohlke","given":"John Karl","affiliations":[],"preferred":false,"id":285806,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Dupre, David H. dhdupre@usgs.gov","contributorId":2782,"corporation":false,"usgs":true,"family":"Dupre","given":"David","email":"dhdupre@usgs.gov","middleInitial":"H.","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":true,"id":285805,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":72651,"text":"sir20055195 - 2005 - Hydrogeology and simulation of source areas of water to production wells in a colluvium-mantled carbonate-bedrock aquifer near Shippensburg, Cumberland and Franklin Counties, Pennsylvania","interactions":[],"lastModifiedDate":"2023-03-24T20:36:41.03836","indexId":"sir20055195","displayToPublicDate":"2005-10-27T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5195","title":"Hydrogeology and simulation of source areas of water to production wells in a colluvium-mantled carbonate-bedrock aquifer near Shippensburg, Cumberland and Franklin Counties, Pennsylvania","docAbstract":"This report presents the results of a study by the U.S. Geological Survey in cooperation with the Shippensburg Borough Authority to evaluate the source areas of water to production wells in a colluvium-mantled carbonate-bedrock aquifer in Cumberland and Franklin Counties, Pa. The areal extent of the zone of contribution was simulated for three production wells near Shippensburg, Pa. by use of a ground-water-flow model. A 111-square-mile area was selected as the model area and includes areas of the South Mountain Section and the Great Valley Section of the Valley and Ridge Physiographic Province. Within the model area, the geologic units in the South Mountain area are predominantly metamorphic rocks and the geologic units in the Great Valley are predominantly carbonate rocks. Hydrologic and geologic information were compiled to establish a conceptual model of ground-water flow. Characteristics of aquifer materials were determined, and streamflow and water levels were measured. Streamflow measurements in November 2003 showed all streams lost water as they flowed from South Mountain over the colluvium-mantled carbonate aquifer into the Great Valley. Some streams lost more than 1 cubic foot per second to the aquifer in this area. The Shippensburg Borough Authority owns three production wells in the model area. Two wells, Cu 969 and Fr 823, are currently (2004) used as production wells and produce 500,000 and 800,000 gallons per day, respectively. Well Cu 970 is intended to be brought on line as a production well in the future. Water levels were measured in 43 wells to use for model calibration. Water-level fluctuations and geophysical logs indicated confined conditions in well Cu 970. \r\n\r\nGround-water flow was simulated with a model that consisted of two vertical layers, with five zones in each layer. The units were hydrostratigraphic units that initially were based on geologic formations, but boundaries were adjusted during model calibration. Model calibration resulted in a root mean square error of 9.8 feet. A parameter-estimation package was used during model calibration to estimate three parameters. The parameter estimation resulted in a value of 233 feet per day for horizontal hydraulic conductivity of the highly fractured carbonate rocks and sandy colluvium in layer 1; 3.97 feet per day for horizontal hydraulic conductivity of the ridge-forming unit in layer 1; and a value of 1.73 for horizontal anisotropy in both layers. \r\n\r\nThe calibrated model was used to delineate the areal extent of the zone of contribution for wells Cu 969 and Fr 823. Although well Cu 970 is not currently (2004) being used, the areal extent of its zone of contribution also was simulated without additional model calibration. The shape of the areal extent of the zone of contribution was similar for each well and included an area that extended from the well southwest along the Tomstown Formation, and then extended southeast into the metamorphic rocks of South Mountain. The contributing areas from the watersheds of losing streams were also delineated because losing stream reaches bisect the areal extent of the zones of contribution. \r\n\r\nSpatial uncertainty of the areal extent of the zone of contribution was illustrated using a Monte-Carlo analysis. The model was run 1,000 times using randomly generated parameter sets that were normally distributed within the confidence interval around the optimal values for the three estimated parameters. The model converged and had a reasonable water budget for 980 of the model runs. For each of those 980 model runs, the recharge area was determined, and the results for all runs were compiled and contoured. The results of the Monte-Carlo analysis were compared to the results of the deterministic model, illustrating that the deterministic model has the greatest certainty in the area closest to each well in the Tomstown Formation. 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,{"id":70206116,"text":"70206116 - 2005 - Laccoliths of the southwest part of the Little Belt Mountains; their relation to ancestral structures of the Central Montana Uplift","interactions":[],"lastModifiedDate":"2019-10-24T06:36:00","indexId":"70206116","displayToPublicDate":"2005-10-23T12:25:37","publicationYear":"2005","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5878,"text":"The Journal of the Tobacco Root Geological Society","active":true,"publicationSubtype":{"id":10}},"title":"Laccoliths of the southwest part of the Little Belt Mountains; their relation to ancestral structures of the Central Montana Uplift","docAbstract":"<p>No abstract available.&nbsp;</p>","conferenceTitle":"TRGS 30th Annual Field Conference","conferenceDate":"Sun River-Choteau, MT","language":"English","publisher":"Tobacco Root Geological Society  Inc.","issn":"0096-7769","usgsCitation":"Reynolds, M.W., 2005, Laccoliths 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 \"}}]}","volume":"34","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Reynolds, Mitchell W. 0000-0002-9966-3896 mwreynol@usgs.gov","orcid":"https://orcid.org/0000-0002-9966-3896","contributorId":4641,"corporation":false,"usgs":true,"family":"Reynolds","given":"Mitchell","email":"mwreynol@usgs.gov","middleInitial":"W.","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":773643,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":72642,"text":"sir20055166 - 2005 - Hydrogeologic setting, ground-water flow, and ground-water quality at the Lake Wheeler Road research station, 2001-03 : North Carolina Piedmont and Mountains Resource Evaluation Program","interactions":[],"lastModifiedDate":"2022-02-18T22:33:14.349836","indexId":"sir20055166","displayToPublicDate":"2005-10-22T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5166","title":"Hydrogeologic setting, ground-water flow, and ground-water quality at the Lake Wheeler Road research station, 2001-03 : North Carolina Piedmont and Mountains Resource Evaluation Program","docAbstract":"Results of a 2-year field study of the regolith-fractured bedrock ground-water system at the Lake Wheeler Road research station in Wake County, North Carolina, indicate both disconnection and interaction among components of the ground-water system. The three components of the ground-water system include (1) shallow, porous regolith; (2) a transition zone, including partially weathered rock, having both secondary (fractures) and primary porosity; and (3) deeper, fractured bedrock that has little, if any, primary porosity and is dominated by secondary fractures. The research station includes 15 wells (including a well transect from topographic high to low settings) completed in the three major components of the ground-water-flow system and a surface-water gaging station on an unnamed tributary.\r\n\r\nThe Lake Wheeler Road research station is considered representative of a felsic gneiss hydrogeologic unit having steeply dipping foliation and a relatively thick overlying regolith. Bedrock foliation generally strikes N. 10? E. to N. 30? E. and N. 20? W. to N. 40? W. to a depth of about 400 feet and dips between 70? and 80? SE. and NE., respectively. From 400 to 600 feet, the foliation generally strikes N. 70? E. to N. 80? E., dipping 70? to 80? SE. Depth to bedrock locally ranges from about 67 to 77 feet below land surface. Fractures in the bedrock generally occur in two primary sets: low dip angle, stress relief fractures that cross cut foliation, and steeply dipping fractures parallel to foliation.\r\n\r\nFindings of this study generally support the conceptual models of ground-water flow from high to low topographic settings developed for the Piedmont and Blue Ridge Provinces in previous investigations, but are considered a refinement of the generalized conceptual model based on a detailed local-scale investigation. Ground water flows toward a surface-water boundary, and hydraulic gradients generally are downward in recharge areas and upward in discharge areas; however, local variations in vertical gradients are apparent.\r\n\r\nWater-quality sampling and monitoring efforts were conducted to characterize the interaction of components of the ground-water system. Elevated nitrate concentrations as high as 22 milligrams per liter were detected in shallow ground water from the regolith at the study site. These elevated nitrate concentrations likely are related to land use, which includes agricultural practices that involve animal feeding operations and crop fertilization. Continuous ground-water-quality data indicate seasonal fluctuations in field water-quality properties, differences with respect to depth, and fluctuations during recharge events. Water-quality properties recorded in the regolith well following rainfall indicate the upwelling of deeper ground water in the discharge area, likely from ground water in the transition-zone fractures. Additionally, interaction with a surface-water boundary appears likely in the ground-water discharge area, as water levels in all three ground-water zones, including the deep bedrock, mimic the surface-water rise during rainfall.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20055166","usgsCitation":"Chapman, M.J., Bolich, R.E., and Huffman, B.A., 2005, Hydrogeologic setting, ground-water flow, and ground-water quality at the Lake Wheeler Road research station, 2001-03 : North Carolina Piedmont and Mountains Resource Evaluation Program: U.S. Geological Survey Scientific Investigations Report 2005-5166, 99 p., https://doi.org/10.3133/sir20055166.","productDescription":"99 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":192603,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7018,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5166/","linkFileType":{"id":5,"text":"html"}},{"id":396213,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75454.htm"}],"country":"United States","state":"North Carolina","county":"Wake County","otherGeospatial":"Lake Wheeler Road Research Station","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.6731,\n              35.7353\n            ],\n            [\n              -78.6811,\n              35.7353\n            ],\n            [\n              -78.6811,\n              35.7297\n            ],\n            [\n              -78.6731,\n              35.7297\n            ],\n            [\n              -78.6731,\n              35.7353\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db6920ef","contributors":{"authors":[{"text":"Chapman, Melinda J. 0000-0003-4021-0320 mjchap@usgs.gov","orcid":"https://orcid.org/0000-0003-4021-0320","contributorId":1597,"corporation":false,"usgs":true,"family":"Chapman","given":"Melinda","email":"mjchap@usgs.gov","middleInitial":"J.","affiliations":[{"id":476,"text":"North Carolina Water Science Center","active":true,"usgs":true},{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":285792,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bolich, Richard E.","contributorId":89615,"corporation":false,"usgs":true,"family":"Bolich","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":285793,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Huffman, Brad A. 0000-0003-4025-1325 bahuffma@usgs.gov","orcid":"https://orcid.org/0000-0003-4025-1325","contributorId":1596,"corporation":false,"usgs":true,"family":"Huffman","given":"Brad","email":"bahuffma@usgs.gov","middleInitial":"A.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":285791,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70217329,"text":"70217329 - 2005 - Triggering of tsunamigenic aftershocks from large strike‐slip earthquakes: Analysis of the November 2000 New Ireland earthquake sequence","interactions":[],"lastModifiedDate":"2021-01-15T21:12:27.421948","indexId":"70217329","displayToPublicDate":"2005-10-21T15:04:27","publicationYear":"2005","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1757,"text":"Geochemistry, Geophysics, Geosystems","active":true,"publicationSubtype":{"id":10}},"title":"Triggering of tsunamigenic aftershocks from large strike‐slip earthquakes: Analysis of the November 2000 New Ireland earthquake sequence","docAbstract":"<p><span class=\"paraNumber\">[1]<span>&nbsp;</span></span><span>The November 2000 New Ireland earthquake sequence started with a&nbsp;</span><i>M</i><sub><i>w</i></sub><span>&nbsp;= 8.0 left‐lateral main shock on 16 November and was followed by a series of aftershocks with primarily thrust mechanisms. The earthquake sequence was associated with a locally damaging tsunami on the islands of New Ireland and nearby New Britain, Bougainville, and Buka. Results from numerical tsunami‐propagation models of the main shock and two of the largest thrust aftershocks (</span><i>M</i><sub><i>w</i></sub><span>&nbsp;&gt; 7.0) indicate that the largest tsunami was caused by an aftershock located near the southeastern termination of the main shock, off the southern tip of New Ireland (Aftershock 1). Numerical modeling and tide gauge records at regional and far‐field distances indicate that the main shock also generated tsunami waves. Large horizontal displacements associated with the main shock in regions of steep bathymetry accentuated tsunami generation for this event. Most of the damage on Bougainville and Buka Islands was caused by focusing and amplification of tsunami energy from a ridge wave between the source region and these islands. Modeling of changes in the Coulomb failure stress field caused by the main shock indicate that Aftershock 1 was likely triggered by static stress changes, provided the fault was on or synthetic to the New Britain interplate thrust as specified by the Harvard CMT mechanism. For other possible focal mechanisms of Aftershock 1 and the regional occurrence of thrust aftershocks in general, evidence for static stress change triggering is not as clear. Other triggering mechanisms such as changes in dynamic stress may also have been important. The 2000 New Ireland earthquake sequence provides evidence that tsunamis caused by thrust aftershocks can be triggered by large strike‐slip earthquakes. Similar tectonic regimes that include offshore accommodation structures near large strike‐slip faults are found in southern California, the Sea of Marmara, Turkey, along the Queen Charlotte fault in British Columbia, and near the Alpine fault of New Zealand. Results from this study and previous stress modeling studies suggest that the likelihood of local tsunamis in these regions may significantly increase after a great strike‐slip earthquake.</span></p>","language":"English","publisher":"Wiley","doi":"10.1029/2005GC000935","usgsCitation":"Geist, E.L., and Parsons, T., 2005, Triggering of tsunamigenic aftershocks from large strike‐slip earthquakes: Analysis of the November 2000 New Ireland earthquake sequence: Geochemistry, Geophysics, Geosystems, v. 6, no. 10, Q10005, 18 p., https://doi.org/10.1029/2005GC000935.","productDescription":"Q10005, 18 p.","costCenters":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":477640,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1029/2005gc000935","text":"Publisher Index Page"},{"id":382237,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Papua New Guinea, Solomon Islands","otherGeospatial":"New Britain, New Ireland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              149.39208984375,\n              -10.336536087082974\n            ],\n            [\n              159.67529296875,\n              -10.336536087082974\n            ],\n            [\n              159.67529296875,\n              -3.754634090910913\n            ],\n            [\n              149.39208984375,\n              -3.754634090910913\n            ],\n            [\n              149.39208984375,\n              -10.336536087082974\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"10","noUsgsAuthors":false,"publicationDate":"2005-10-21","publicationStatus":"PW","contributors":{"authors":[{"text":"Geist, Eric L. 0000-0003-0611-1150 egeist@usgs.gov","orcid":"https://orcid.org/0000-0003-0611-1150","contributorId":1956,"corporation":false,"usgs":true,"family":"Geist","given":"Eric","email":"egeist@usgs.gov","middleInitial":"L.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true},{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"preferred":true,"id":808369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parsons, Tom 0000-0002-0582-4338","orcid":"https://orcid.org/0000-0002-0582-4338","contributorId":22056,"corporation":false,"usgs":true,"family":"Parsons","given":"Tom","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":808370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":72640,"text":"i2600D - 2005 - Coastal-change and glaciological map of the Ronne Ice Shelf area, Antarctica, 1974-2002","interactions":[],"lastModifiedDate":"2012-02-10T00:11:37","indexId":"i2600D","displayToPublicDate":"2005-10-21T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2600","chapter":"D","title":"Coastal-change and glaciological map of the Ronne Ice Shelf area, Antarctica, 1974-2002","docAbstract":"Changes in the area and volume of polar ice sheets are intricately linked to changes in global climate, and the resulting changes in sea level may severely impact the densely populated coastal regions on Earth. Melting of the West Antarctic part alone of the Antarctic ice sheet could cause a sea-level rise of approximately 6 meters (m). The potential sea-level rise after melting of the entire Antarctic ice sheet is estimated to be 65 m (Lythe and others, 2001) to 73 m (Williams and Hall, 1993). In spite of its importance, the mass balance (the net volumetric gain or loss) of the Antarctic ice sheet is poorly known; it is not known for certain whether the ice sheet is growing or shrinking. In a review paper, Rignot and Thomas (2002) concluded that the West Antarctic part of the Antarctic ice sheet is probably becoming thinner overall; although it is thickening in the west, it is thinning in the north. Joughin and Tulaczyk (2002), on the basis of analysis of ice-flow velocities derived from synthetic aperture radar, concluded that most of the Ross ice streams (ice streams on the east side of the Ross Ice Shelf) have a positive mass balance, whereas Rignot and others (in press) infer even larger negative mass balance for glaciers flowing northward into the Amundsen Sea, a trend suggested by Swithinbank and others (2003a,b, 2004). The mass balance of the East Antarctic part of the Antarctic ice sheet is unknown, but thought to be in near equilibrium.\r\n\r\nMeasurement of changes in area and mass balance of the Antarctic ice sheet was given a very high priority in recommendations by the Polar Research Board of the National Research Council (1986), in subsequent recommendations by the Scientific Committee on Antarctic Research (SCAR) (1989, 1993), and by the National Science Foundation's (1990) Division of Polar Pro-grams. On the basis of these recommendations, the U.S. Geo-logical Survey (USGS) decided that the archive of early 1970s Landsat 1, 2, and 3 Multispectral Scanner (MSS) images of Ant-arctica and the subsequent repeat coverage made possible with Landsat and other satellite images provided an excellent means of documenting changes in the coastline of Antarctica (Ferrigno and Gould, 1987). The availability of this information provided the impetus for carrying out a comprehensive analysis of the glaciological features of the coastal regions and changes in ice fronts of Antarctica (Swithinbank, 1988; Williams and Ferrigno, 1988). The project was later modified to include Landsat 4 and 5 MSS and Thematic Mapper (TM) (and in some areas Landsat 7 Enhanced Thematic Mapper Plus (ETM+)), RADARSAT images, and other data where available, to compare changes during a 20- to 25- or 30-year time interval (or longer where data were available, as in the Antarctic Peninsula). The results of the analysis are being used to produce a digital database and a series of USGS Geologic Investigations Series Maps (I-2600) consisting of 23 maps at 1:1,000,000 scale and 1 map at 1:5,000,000 scale, in both paper and digital format (Williams and others, 1995; Williams and Ferrigno, 1998; Ferrigno and others, 2002) (available online at http://www.glaciers.er.usgs.gov).","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Coastal-change and glaciological maps of Antarctica","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/i2600D","isbn":"0607964413","usgsCitation":"Ferrigno, J.G., Foley, K., Swithinbank, C., Williams, R., and Dalide, L., 2005, Coastal-change and glaciological map of the Ronne Ice Shelf area, Antarctica, 1974-2002 (Version 1.0): U.S. Geological Survey IMAP 2600, 1 map : col. ; 48 x 56 in. (115 x 100 cm.), on sheet 142 x 104 cm., folded in envelope to 29 x 21 cm. + 1 pamphlet (11 p. : map; 28 cm.), https://doi.org/10.3133/i2600D.","productDescription":"1 map : col. ; 48 x 56 in. (115 x 100 cm.), on sheet 142 x 104 cm., folded in envelope to 29 x 21 cm. + 1 pamphlet (11 p. : map; 28 cm.)","additionalOnlineFiles":"Y","temporalStart":"1974-01-01","temporalEnd":"2002-12-31","costCenters":[],"links":[{"id":192602,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":8347,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/2600/D/","linkFileType":{"id":5,"text":"html"}},{"id":8348,"rank":9999,"type":{"id":16,"text":"Metadata"},"url":"https://pubs.usgs.gov/imap/2600/D/ronne.met.txt","linkFileType":{"id":2,"text":"txt"}},{"id":8349,"rank":9999,"type":{"id":23,"text":"Spatial Data"},"url":"https://pubs.usgs.gov/imap/2600/D/i2600d.zip"},{"id":8350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/2600/D/i2600d-pamphlet.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","projection":"Polar stereographic, MSL","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90,-84 ], [ -90,-74 ], [ -45,-74 ], [ -45,-84 ], [ -90,-84 ] ] ] } } ] }","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae9fd","contributors":{"authors":[{"text":"Ferrigno, Jane G. jferrign@usgs.gov","contributorId":39825,"corporation":false,"usgs":true,"family":"Ferrigno","given":"Jane","email":"jferrign@usgs.gov","middleInitial":"G.","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true}],"preferred":false,"id":285787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foley, K.M.","contributorId":41846,"corporation":false,"usgs":true,"family":"Foley","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":285788,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Swithinbank, C.","contributorId":47036,"corporation":false,"usgs":true,"family":"Swithinbank","given":"C.","affiliations":[],"preferred":false,"id":285790,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Williams, R.S. Jr.","contributorId":46102,"corporation":false,"usgs":true,"family":"Williams","given":"R.S.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":285789,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Dalide, L.M.","contributorId":8188,"corporation":false,"usgs":true,"family":"Dalide","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":285786,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":72582,"text":"sir20055173 - 2005 - Simulation of flow and sediment transport in the white sturgeon spawning habitat of the Kootenai River near Bonners Ferry, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:13:58","indexId":"sir20055173","displayToPublicDate":"2005-10-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5173","title":"Simulation of flow and sediment transport in the white sturgeon spawning habitat of the Kootenai River near Bonners Ferry, Idaho","docAbstract":"Characterization of sediment transport of the Kootenai River in the white sturgeon spawning reach is needed by the Kootenai River White Sturgeon Recovery Team to predict sediment-transport conditions that improve spawning conditions for the white sturgeon (Acipenser transmontanus) in the Kootenai River near Bonners Ferry, Idaho. The decreasing population and spawning failure of the white sturgeon has led to much concern. Few wild juvenile sturgeon are found in the river today.\r\n\r\nThe Kootenai River begins in British Columbia, Canada, and flows through Montana, Idaho, and back into British Columbia. A 15-mile reach of the Kootenai River in Idaho was studied, including the white sturgeon spawning reach that has been designated as a critical habitat near Bonners Ferry, Idaho, and a 1-mile long side channel around the western side of Shorty Island.\r\n\r\nA one-dimensional sediment-transport model of the study reach was developed, calibrated, and used to simulate the response of the hydraulic and sediment system to varying discharges and water-surface elevations. The model comprises 79 cross sections, most of which came from a previous river survey conducted in 2002-03. Bed-sediment samples collected in 2002 and additional samples collected for this study in 2004 were used in the model.\r\n\r\nThe model was calibrated to discharge and water-surface elevations at two U.S. Geological Survey gaging stations. The model also was calibrated to suspended-sediment discharge at several sites in the study reach.\r\n\r\nThe calibrated model was used to simulate six different management alternatives to assess erosion and deposition under varying hydraulic conditions at the end of 21 days of simulation. Alternative 1 was simulated with a discharge of 6,000  cubic feet per second (ft3/s), alternative 2 with 20,000  ft3/s, alternative 3 with 40,000  ft3/s, and alternatives 4 through 6 with 60,000  ft3/s and represents low to high discharges in the river since the construction of Libby Dam.\r\n\r\nSediment deposition was dominant in management alternatives 1 through 4. The streambed in the sandbed reach changed little or not at all. The gravel-cobble reach was more dynamic.\r\n\r\nIn alternatives 1 through 4, deposition was the dominant feature because increasing river discharge alone did not produce boundary shear stresses that can erode and transport streambed sediments. Water-surface slope probably was the limiting factor in these alternatives because backwater conditions flattens the stage throughout the reach. High flows in the river probably would be more effective in eroding the streambed and transporting sediments if water-surface slope was increased. One practical method for increasing the slope is to lower the water level in Kootenay Lake. Two additional alternatives (5 and 6) were simulated to demonstrate the effects of a steeper slope in the study reach.\r\n\r\nSimulation results from management alternatives 5 and  6 (a discharge of 60,000  ft3/s) were quite different than those from alternatives 1-4. Erosion was the dominant feature in these simulations because water-surface slopes were increased by lowering water levels in Kootenay Lake. Slopes in alternatives 5 and 6 were 2.4 and 3.5 times, respectively, greater than slope in alternative 4. For alternatives 5 and  6, sediment deposition dominated in the gravel-cobble reach while erosion dominated in the sandbed reach. Downstream of Ambush Rock (river mile 151.8) in the sandbed reach, maximum streambed decreased 2 and 3 feet in alternatives 5 and 6, respectively. Decreases also were prevalent in the side channel and averaged 1 foot or greater.\r\n\r\nWhite sturgeon eggs have been collected in the study reach since 1994. The largest number of eggs have been collected in the reach adjacent to Shorty Island. Another large number of eggs was located between river miles 149 and 146. Although these reaches for alternatives 5 and 6 were erosional, these reaches are still considered unsuitable spawning habitat because","language":"ENGLISH","doi":"10.3133/sir20055173","usgsCitation":"Berenbrock, C., and Bennett, J.P., 2005, Simulation of flow and sediment transport in the white sturgeon spawning habitat of the Kootenai River near Bonners Ferry, Idaho: U.S. Geological Survey Scientific Investigations Report 2005-5173, 81 p., https://doi.org/10.3133/sir20055173.","productDescription":"81 p.","costCenters":[],"links":[{"id":192720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7617,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5173/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2e74","contributors":{"authors":[{"text":"Berenbrock, Charles","contributorId":30598,"corporation":false,"usgs":true,"family":"Berenbrock","given":"Charles","email":"","affiliations":[],"preferred":false,"id":285755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, James P.","contributorId":100323,"corporation":false,"usgs":true,"family":"Bennett","given":"James","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":285756,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":72584,"text":"ofr20051124 - 2005 - Modern and glacial-Holocene carbonate sedimentation in Bear Lake, Utah-Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:13:59","indexId":"ofr20051124","displayToPublicDate":"2005-10-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-1124","title":"Modern and glacial-Holocene carbonate sedimentation in Bear Lake, Utah-Idaho","language":"ENGLISH","doi":"10.3133/ofr20051124","usgsCitation":"Dean, W., Forester, R., Colman, S., Liu, A., Skipp, G., Simmons, K., Swarzenski, P., and Anderson, R., 2005, Modern and glacial-Holocene carbonate sedimentation in Bear Lake, Utah-Idaho (Online only, Version 1.0): U.S. Geological Survey Open-File Report 2005-1124, 21 p., https://doi.org/10.3133/ofr20051124.","productDescription":"21 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":192861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7635,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1124/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online only, Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699645","contributors":{"authors":[{"text":"Dean, Walter","contributorId":83395,"corporation":false,"usgs":true,"family":"Dean","given":"Walter","affiliations":[],"preferred":false,"id":285765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Forester, Richard","contributorId":59523,"corporation":false,"usgs":true,"family":"Forester","given":"Richard","affiliations":[],"preferred":false,"id":285761,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Colman, Steve","contributorId":65726,"corporation":false,"usgs":true,"family":"Colman","given":"Steve","affiliations":[],"preferred":false,"id":285762,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Liu, An","contributorId":11070,"corporation":false,"usgs":true,"family":"Liu","given":"An","email":"","affiliations":[],"preferred":false,"id":285760,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Skipp, Gary","contributorId":6458,"corporation":false,"usgs":true,"family":"Skipp","given":"Gary","affiliations":[],"preferred":false,"id":285759,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Simmons, Kathleen","contributorId":82187,"corporation":false,"usgs":true,"family":"Simmons","given":"Kathleen","affiliations":[],"preferred":false,"id":285763,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Swarzenski, Peter 0000-0003-0116-0578","orcid":"https://orcid.org/0000-0003-0116-0578","contributorId":99664,"corporation":false,"usgs":true,"family":"Swarzenski","given":"Peter","affiliations":[],"preferred":false,"id":285766,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Anderson, Roger","contributorId":82188,"corporation":false,"usgs":true,"family":"Anderson","given":"Roger","affiliations":[],"preferred":false,"id":285764,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":72581,"text":"sir20055208 - 2005 - Potentiometric surface of the Ozark aquifer in northern Arkansas, 2004","interactions":[],"lastModifiedDate":"2012-02-10T00:11:36","indexId":"sir20055208","displayToPublicDate":"2005-10-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5208","title":"Potentiometric surface of the Ozark aquifer in northern Arkansas, 2004","docAbstract":"The Ozark aquifer in northern Arkansas comprises dolomites, limestones, sandstones, and shales of Late Cambrian to Middle Devonian age, and ranges in thickness from approximately 1,100 feet to more than 4,000 feet. Hydrologically, the aquifer is complex, characterized by discrete and discontinuous flow components with large variations in permeability. \r\n\r\nThe potentiometric-surface map, based on 59 well and 5 spring water-level measurements collected in 2004 in Arkansas and Missouri, indicates maximum water-level altitudes of about 1,188 feet in Benton County and minimum water-level altitudes of about 116 feet in Randolph County. Regionally, the flow within the aquifer is to the south and southeast in the eastern and central part of the study area and to the northwest and north in the western part of the study area. Comparing the 2004 potentiometric- surface map with a predevelopment potentiometricsurface map indicates general agreement between the two surfaces. Potentiometric-surface differences could be attributed to differences in pumping related to changing population from 1990 to 2000, change in source for public supplies, processes or water use outside the study area, or differences in data-collection or map-construction methods.","language":"ENGLISH","doi":"10.3133/sir20055208","usgsCitation":"Schrader, T., 2005, Potentiometric surface of the Ozark aquifer in northern Arkansas, 2004 (Online only): U.S. Geological Survey Scientific Investigations Report 2005-5208, 16 p., https://doi.org/10.3133/sir20055208.","productDescription":"16 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":192677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7616,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5208/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95,33 ], [ -95,36.833333333333336 ], [ -89,36.833333333333336 ], [ -89,33 ], [ -95,33 ] ] ] } } ] }","edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682f38","contributors":{"authors":[{"text":"Schrader, T.P.","contributorId":56300,"corporation":false,"usgs":true,"family":"Schrader","given":"T.P.","email":"","affiliations":[],"preferred":false,"id":285754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":72583,"text":"fs20053081 - 2005 - Hydrologic conditions in Arizona during 1999-2004: a historical perspective","interactions":[],"lastModifiedDate":"2012-02-02T00:13:58","indexId":"fs20053081","displayToPublicDate":"2005-10-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-3081","title":"Hydrologic conditions in Arizona during 1999-2004: a historical perspective","language":"ENGLISH","doi":"10.3133/fs20053081","usgsCitation":"Phillips, J.V., and Thomas, B.E., 2005, Hydrologic conditions in Arizona during 1999-2004: a historical perspective: U.S. Geological Survey Fact Sheet 2005-3081, 4 p., https://doi.org/10.3133/fs20053081.","productDescription":"4 p.","costCenters":[],"links":[{"id":120969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2005_3081.bmp"},{"id":7618,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2005/3081/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611431","contributors":{"authors":[{"text":"Phillips, Jeff V.","contributorId":50510,"corporation":false,"usgs":true,"family":"Phillips","given":"Jeff","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":285757,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, Blakemore E.","contributorId":93871,"corporation":false,"usgs":true,"family":"Thomas","given":"Blakemore","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":285758,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70206042,"text":"70206042 - 2005 -  Early evolution of Rostrocochnia and Pelecypoda (Mollusca)","interactions":[],"lastModifiedDate":"2019-10-17T14:56:51","indexId":"70206042","displayToPublicDate":"2005-10-17T14:53:57","publicationYear":"2005","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5876,"text":"Mid-America Paleontology Society","active":true,"publicationSubtype":{"id":10}},"title":" Early evolution of Rostrocochnia and Pelecypoda (Mollusca)","docAbstract":"<p>No Abstract available.&nbsp;</p>","language":"English","publisher":"Mid- American Paleontology Society ","usgsCitation":"Pojeta, J., 2005,  Early evolution of Rostrocochnia and Pelecypoda (Mollusca): Mid-America Paleontology Society, v. 28, no. 4, p. 7-30.","productDescription":"24 p.","startPage":"7","endPage":"30","costCenters":[],"links":[{"id":368398,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"28","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Pojeta, J. Jr.","contributorId":55150,"corporation":false,"usgs":true,"family":"Pojeta","given":"J.","suffix":"Jr.","affiliations":[],"preferred":false,"id":773386,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":72488,"text":"sir20055204 - 2005 - Ground-water availability from surficial aquifers in the Red River of the North Basin, Minnesota","interactions":[],"lastModifiedDate":"2016-04-04T11:10:10","indexId":"sir20055204","displayToPublicDate":"2005-10-17T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5204","title":"Ground-water availability from surficial aquifers in the Red River of the North Basin, Minnesota","docAbstract":"<p>Population growth and commercial and industrial development in the Red River of the North Basin in Minnesota, North Dakota, and South Dakota have prompted the Bureau of Reclamation, U.S. Department of the Interior, to evaluate sources of water to sustain this growth. Nine surficial-glacial (surficial) aquifers (Buffalo, Middle River, Two Rivers, Beach Ridges, Pelican River, Otter Tail, Wadena, Pineland Sands, and Bemidji-Bagley) within the Minnesota part of the basin were identified and evaluated for their ground-water resources. Information was compiled and summarized from published studies to evaluate the availability of ground water. Published information reviewed for each of the aquifers included location and extent, physical characteristics, hydraulic properties, ground-water and surface-water interactions, estimates of water budgets (sources of recharge and discharge) and aquifer storage, theoretical well yields and actual ground-water pumping data, recent (2003) ground-water use data, and baseline ground-water-quality data.</p>\n<p>Water-budget estimates for the aquifers were compiled from steady-state aquifer simulations, precipitation data and hydrograph analysis, and recharge and discharge information. Major sources of recharge to the aquifers are areal recharge, flow from surface water, and flow across aquifer boundaries from adjacent geologic units. Losses of water from the aquifers include evapotranspiration, flow to surface water, flow across aquifer boundaries, and withdrawals by pumping wells. The Bemidji-Bagley, Otter Tail, Pineland Sands, and Wadena surficial aquifers have the highest rates of water inflow and outflow of the nine aquifers in the study area, and the Middle River surficial aquifer has the lowest rates of total water inflow and outflow.</p>\n<p>Maximum storage volumes of five of the surficial aquifers were calculated using areal extent and published saturated thickness and porosity data. Storage estimates from published studies were included for three of the surficial aquifers. Maximum theoretical well yields for the aquifers generally occur in areas with more abundant, well-sorted, coarse-grained sediment. In 2003, 28 billion gallons of ground water were withdrawn from the aquifers, not including water used for private supply. In 2003, the largest volume of ground water was withdrawn from the Otter Tail surficial aquifer, and the smallest volume was withdrawn from the the Middle River surficial aquifer. Agricultural irrigation and public supply totaled 95 percent of the volume of ground water withdrawn from the aquifers in 2003.</p>\n<p>Ground-water-quality data indicate that the Buffalo aquifer contained the largest specific conductance and concentrations of dissolved solids, calcium, magnesium, sodium, sulfate, and iron. Ground water from the Bemidji-Bagley, Otter Tail, Pineland Sands, and Wadena surficial aquifers contained the largest concentrations of nitrate (as nitrogen). In general, the nine aquifers are hydraulically connected to local surface water. Simulations of ground-water development for some of the aquifers describe correlations between increased ground-water withdrawals and declining lake levels and streamflows, lower water-table altitudes, and variations in ground-water quality.</p>\n<p>On the basis of data and methods presented to evaluate ground-water availability, the Otter Tail and Pineland Sands surficial aquifers and Pelican River sand-plain aquifer have the greatest potential for additional development of ground-water resources in the study area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055204","collaboration":"Prepared in cooperation with the Minnesota Geological Survey and Bureau of Reclamation, U.S. Department of the Interior","usgsCitation":"Reppe, T.H., 2005, Ground-water availability from surficial aquifers in the Red River of the North Basin, Minnesota: U.S. Geological Survey Scientific Investigations Report 2005-5204, viii, 54 p., https://doi.org/10.3133/sir20055204.","productDescription":"viii, 54 p.","numberOfPages":"63","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":319756,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir20055204.JPG"},{"id":7542,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5204/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Minnesota, North Dakota, South Dakota","otherGeospatial":"Red River of the North Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.4052734375, 49.001843917978526 ], [ -99.99755859375, 48.99463598353408 ], [ -99.964599609375, 48.915279853443806 ], [ -99.755859375, 48.88639177703194 ], [ -99.755859375, 48.719961222646276 ], [ 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,{"id":72487,"text":"ofr20051337 - 2005 - Sampling and analysis plan for ground-water monitoring of wells near the metropolitan utilities district's Platte River West Well Field near Wann, Nebraska: Part I, field sampling plan and Part II, quality assurance project plan","interactions":[],"lastModifiedDate":"2012-02-02T00:13:59","indexId":"ofr20051337","displayToPublicDate":"2005-10-17T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-1337","title":"Sampling and analysis plan for ground-water monitoring of wells near the metropolitan utilities district's Platte River West Well Field near Wann, Nebraska: Part I, field sampling plan and Part II, quality assurance project plan","language":"ENGLISH","doi":"10.3133/ofr20051337","usgsCitation":"McGuire, V., Godberson, J., and Wilson, R.C., 2005, Sampling and analysis plan for ground-water monitoring of wells near the metropolitan utilities district's Platte River West Well Field near Wann, Nebraska: Part I, field sampling plan and Part II, quality assurance project plan (Online only): U.S. Geological Survey Open-File Report 2005-1337, 75 p., https://doi.org/10.3133/ofr20051337.","productDescription":"75 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":192961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7541,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1337/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fde26","contributors":{"authors":[{"text":"McGuire, V. L. 0000-0002-3962-4158","orcid":"https://orcid.org/0000-0002-3962-4158","contributorId":94702,"corporation":false,"usgs":true,"family":"McGuire","given":"V. L.","affiliations":[],"preferred":false,"id":285728,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Godberson, J.A.","contributorId":94754,"corporation":false,"usgs":true,"family":"Godberson","given":"J.A.","affiliations":[],"preferred":false,"id":285729,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, R. C.","contributorId":50889,"corporation":false,"usgs":true,"family":"Wilson","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":285727,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70118336,"text":"70118336 - 2005 - The upper crust laid on its side: tectonic implications of steeply tilted crustal slabs for extension in the basin and range","interactions":[],"lastModifiedDate":"2014-07-28T14:16:45","indexId":"70118336","displayToPublicDate":"2005-10-16T14:15:04","publicationYear":"2005","noYear":false,"publicationType":{"id":4,"text":"Book"},"publicationSubtype":{"id":12,"text":"Conference publication"},"title":"The upper crust laid on its side: tectonic implications of steeply tilted crustal slabs for extension in the basin and range","docAbstract":"Tilted slabs expose as much as the top 8–15 km of the upper crust in many parts of the Basin and Range province. Exposures of now-recumbent crustal sections in these slabs allow analysis of pre-tilt depth variations in dike swarms, plutons, and thermal history. Before tilting the slabs were panels between moderately dipping, active Tertiary normal faults. The slabs and their bounding normal faults were tilted to piggyback positions on deeper footwalls that warped up isostatically beneath them during tectonic unloading. Stratal dips within the slabs are commonly tilted to vertical or even slightly overturned, especially in the southern Basin and Range where the thin stratified cover overlies similarly tilted basement granite and gneiss. Some homoclinal recumbent slabs of basement rock display faults that splay upward into forced folds in overlying cover sequences, which thereby exhibit shallower dips. The 15-km maximum exposed paleodepth for the slabs represents the base of the brittle upper crust, as it coincides with the depth of the modern base of the seismogenic zone and the maximum focal depths of large normal-fault earthquakes in the Basin and Range. Many upended slabs accompany metamorphic core complexes, but not all core complexes have corresponding thick recumbent hanging-wall slabs. The Ruby Mountains core complex, for example, preserves only scraps of upper-plate rocks as domed-up extensional klippen, and most of the thick crustal section that originally overlay the uplifted metamorphic core now must reside below little-tilted hanging-wall blocks in the Elko-Carlin area to the west. The Whipple and Catalina Mountains core complexes in contrast are footwall to large recumbent hanging-wall slabs of basement rock exposing 8-15 km paleodepths that originally roofed the metamorphic cores; the exposed paleodepths require that a footwall rolled up beneath the slabs.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Abstracts with Programs","largerWorkSubtype":{"id":10,"text":"Journal Article"},"conferenceTitle":"2005 Salt Lake City Annual Meeting","conferenceDate":"2005-10-16T00:00:00","conferenceLocation":"Salt Lake City, NV","language":"English","publisher":"Geological Society of America","publisherLocation":"New York, NT","usgsCitation":"Howard, K.A., 2005, The upper crust laid on its side: tectonic implications of steeply tilted crustal slabs for extension in the basin and range, 1 p.","productDescription":"1 p.","numberOfPages":"1","costCenters":[],"links":[{"id":291190,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57fe90d0e4b0824b2d14c028","contributors":{"authors":[{"text":"Howard, Keith A. 0000-0002-6462-2947 khoward@usgs.gov","orcid":"https://orcid.org/0000-0002-6462-2947","contributorId":3439,"corporation":false,"usgs":true,"family":"Howard","given":"Keith","email":"khoward@usgs.gov","middleInitial":"A.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":496790,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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