{"pageNumber":"1056","pageRowStart":"26375","pageSize":"25","recordCount":40837,"records":[{"id":70206345,"text":"70206345 - 2004 - Combined use of borehole geophysics and packers to site potable wells in a contaminated area in Montville, Connecticut","interactions":[],"lastModifiedDate":"2020-03-10T16:49:50","indexId":"70206345","displayToPublicDate":"2004-12-31T16:48:53","publicationYear":"2004","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Combined use of borehole geophysics and packers to site potable wells in a contaminated area in Montville, Connecticut","docAbstract":"<p class=\"basictext\">A leaking underground gasoline tank contaminated a crystalline bedrock aquifer in Montville, Connecticut, USA with MTBE and benzene. At the original residential bedrock supply wells, the median MTBE concentration was 165 micrograms per liter (mg/L), and the median benzene concentration was 320 mg/L. The maximum concentrations of MTBE and benzene were 4,300 mg/l and 1,700 mg/L, respectively. Because of the unavailability of a public water supply and the long-term expense of point-of-use (on-site) treatment systems, the Connecticut Department of Environmental Protection Leaking Underground Storage Tank Program considered drilling replacement wells for water supply, if suitable drill sites could be located. Borehole geophysical methods were used as part of the investigation to find suitable drill sites. The U.S. Geological Survey performed borehole radar logging in three of the most contaminated wells. Other geophysical logs were run in two of the wells to enhance the hydrogeological characterizations. These data, combined with straddle-packer testing provided by a drilling contractor, formed the basis of a conceptual model used in the search for discrete fractures with better water quality than provided by an open-hole sample.</p><p class=\"basictext\">At Property A, a single transmissive fracture was identified at the bottom of the well. This well, although having historically lower gasoline concentrations than the other two wells, had persistent high iron bacteria fouling of the filtration system. By 2002, concentrations of MTBE and benzene had decreased to 59 and 3 mg/L, respectively, and the water was treatable except for the iron. Because no water-bearing fractures were encountered above the well bottom, an alternate well site was selected based on a set of vertical fractures observed in a nearby outcrop, rather than on the geophysical data. The new well, sited along the strike of these fractures, yielded 9 gallons per minute (gpm) but was found to be more contaminated than the original well. MTBE and benzene were detected at 224 and 7 mg/L, respectively. At Property B, the isolated fractures associated with four radar reflections contained MTBE in concentrations ranging from 460 to 680 mg/L, with concentration increasing with depth. A new well site was selected based upon topography and physical limitations of the property. A target drilling depth was selected to avoid encountering the most contaminated fracture, as projected from the radar data in the contaminated well. A new well, drilled to the target depth, yielded 2 gpm, which was sufficient for domestic supply. No contaminants were detected during 7 years of annual sampling. Over the next 2 years, MTBE was detected twice at 2 and 8 mg/L. At Property C, the isolated fractures associated with 12 radar reflections and acoustic televiewer images yielded MTBE concentrations ranging from 47 to 1,200 mg/L and benzene concentrations from 6 to 1,000 mg/L, with concentrations generally increasing with depth. A new well site was selected based upon physical limitations of the site. A target drilling depth was chosen to avoid encountering the most contaminated fractures, as projected from the radar data in the contaminated well. A new well, drilled to the target depth, yielded 6 gpm. MTBE was detected at concentrations ranging from trace levels to 12 mg/L for 6 years. Benzene was not detected.</p><p class=\"basictext\">These case histories suggest that the combined use of borehole geophysics and discrete-fracture sampling can, in some cases, be used to predict the locations of less contaminated or uncontaminated fractures, at distances of tens of feet from contaminated bedrock wells. This information may be used to improve the chances of successfully siting alternate potable water wells. Likewise, the same data and approach potentially could be used for targeting specific fractures for remediation.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Proceedings: 2004 U.S. EPA/NGWA Fractured Rock Conference","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"2004 U.S. EPA/NGWA Fractured Rock Conference","conferenceDate":"September 13-15, 2004","conferenceLocation":"Portland, ME","language":"English","publisher":"EPA/NGWA","usgsCitation":"Green, A., Lane, J., Johnson, C.D., Williams, J., Mondazzi, R.A., and Joesten, P.K., 2004, Combined use of borehole geophysics and packers to site potable wells in a contaminated area in Montville, Connecticut, <i>in</i> Proceedings: 2004 U.S. EPA/NGWA Fractured Rock Conference, Portland, ME, September 13-15, 2004, p. 295-307.","productDescription":"13 p.","startPage":"295","endPage":"307","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":368773,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":368772,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://water.usgs.gov/ogw/bgas/publications/FracRock04_Green/"}],"country":"United States","state":"Connecticut","city":"Montville","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.22686767578125,\n              41.39689998354142\n            ],\n            [\n              -72.0648193359375,\n              41.39689998354142\n            ],\n            [\n              -72.0648193359375,\n              41.52785688696333\n            ],\n            [\n              -72.22686767578125,\n              41.52785688696333\n            ],\n            [\n              -72.22686767578125,\n              41.39689998354142\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Green, A.","contributorId":42333,"corporation":false,"usgs":true,"family":"Green","given":"A.","affiliations":[],"preferred":false,"id":774231,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lane, John W. Jr. 0000-0002-3558-243X","orcid":"https://orcid.org/0000-0002-3558-243X","contributorId":210076,"corporation":false,"usgs":true,"family":"Lane","given":"John W.","suffix":"Jr.","affiliations":[{"id":486,"text":"OGW Branch of Geophysics","active":true,"usgs":true},{"id":493,"text":"Office of Ground Water","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":774232,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, Carole D. 0000-0001-6941-1578 cjohnson@usgs.gov","orcid":"https://orcid.org/0000-0001-6941-1578","contributorId":1891,"corporation":false,"usgs":true,"family":"Johnson","given":"Carole","email":"cjohnson@usgs.gov","middleInitial":"D.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":774233,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Williams, John H. 0000-0002-6054-6908 jhwillia@usgs.gov","orcid":"https://orcid.org/0000-0002-6054-6908","contributorId":1553,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"jhwillia@usgs.gov","middleInitial":"H.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":774234,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Mondazzi, Remo A.","contributorId":77898,"corporation":false,"usgs":true,"family":"Mondazzi","given":"Remo","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":774235,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Joesten, Peter K. pjoesten@usgs.gov","contributorId":1929,"corporation":false,"usgs":true,"family":"Joesten","given":"Peter","email":"pjoesten@usgs.gov","middleInitial":"K.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true},{"id":486,"text":"OGW Branch of Geophysics","active":true,"usgs":true}],"preferred":true,"id":774236,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70204066,"text":"70204066 - 2004 - Global climate change and wildlife in North America","interactions":[],"lastModifiedDate":"2019-07-01T15:13:44","indexId":"70204066","displayToPublicDate":"2004-12-31T14:49:50","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":3,"text":"Organization Series"},"seriesTitle":{"id":223,"text":"Technical Review","active":false,"publicationSubtype":{"id":3}},"seriesNumber":"04-2","title":"Global climate change and wildlife in North America","docAbstract":"<p>It is widely accepted by the scientific community that the&nbsp;earth, which has always experienced climate variation, is&nbsp;now undergoing a period of rapid climate change that is&nbsp;enhanced by anthropogenic atmospheric carbon enrichment&nbsp;during the past 100 years. These climatic changes are&nbsp;accelerating and projections for the next 100 years indicate&nbsp;extensive warming in most (but not all) areas, changing&nbsp;patterns of precipitation, and a significant acceleration of sea&nbsp;level rise. Other likely components of ongoing climate&nbsp;change include changes in season lengths, decreasing range&nbsp;of nighttime versus daytime temperatures, declining&nbsp;snowpack, and increasing frequency and intensity of severe&nbsp;weather events. The many components of climate change,&nbsp;and especially the unprecedented rapid rate of change, are&nbsp;just as important as increasing temperatures.&nbsp;Wildlife species are closely adapted to their environments&nbsp;and readily respond to climate variation. However, as&nbsp;discussed in this technical review, the climate change now&nbsp;underway has extensive potential to affect wildlife&nbsp;throughout North America, either directly or indirectly&nbsp;through responses to changing habitat conditions. When<br>considered in combination with other factors (e.g., pollution,&nbsp;ozone depletion, urbanization, etc.), the potential effect is&nbsp;even greater. The effects of climate change on populations&nbsp;and range distributions of wildlife are expected to be species&nbsp;specific and highly variable, with some effects considered&nbsp;negative and others considered positive. In North America&nbsp;the ranges of habitats and wildlife are predicted to generally&nbsp;move northward as temperatures increase. Variations in this&nbsp;overall pattern will be dependent upon specific local&nbsp;conditions, changing precipitation patterns, and the response&nbsp;of different species to different components of climate&nbsp;change. It follows that the structure of plant–animal&nbsp;communities will also change.&nbsp;Ignoring climate change is likely to increasingly result in&nbsp;failure to reach wildlife management objectives. Wildlife&nbsp;managers need to become knowledgeable about climate&nbsp;change, ways to cope with it, and ways to take advantage of it.&nbsp;Management options currently available include protecting&nbsp;coastal wetlands to allow for sea level rise, reducing the risks&nbsp;to wildlife from potential catastrophic events, adjusting yield&nbsp;and harvest models, accounting for known climatic variations,&nbsp;and taking climate change into consideration when selecting&nbsp;the location and other characteristics of conservation areas.&nbsp;Wildlife managers also need to expect the unexpected and&nbsp;reduce nonclimate stressors on ecosystems. Overall, wildlife&nbsp;managers can minimize negative impacts to wildlife and take&nbsp;advantage of positive aspects by planning ahead and&nbsp;employing adaptive management. </p>","language":"English","publisher":"Wildlife Society","usgsCitation":"Inkley, D., Anderson, M., Blaustein, A.R., Burkett, V., Felzer, B., Griffith, B., Price, J., and Root, T.L., 2004, Global climate change and wildlife in North America: Technical Review 04-2, vi, 26 p.","productDescription":"vi, 26 p.","startPage":"1","endPage":"26","costCenters":[],"links":[{"id":365264,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":365263,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://wildlife.org/technical-reviews/"}],"otherGeospatial":"North America","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        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R","contributorId":198102,"corporation":false,"usgs":false,"family":"Blaustein","given":"Andrew","email":"","middleInitial":"R","affiliations":[],"preferred":false,"id":765362,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Burkett, Virginia 0000-0003-4746-2862 virginia_burkett@usgs.gov","orcid":"https://orcid.org/0000-0003-4746-2862","contributorId":2867,"corporation":false,"usgs":true,"family":"Burkett","given":"Virginia","email":"virginia_burkett@usgs.gov","affiliations":[{"id":505,"text":"Office of the AD Climate and Land-Use Change","active":true,"usgs":true}],"preferred":true,"id":765363,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Felzer, Benjamin","contributorId":216697,"corporation":false,"usgs":false,"family":"Felzer","given":"Benjamin","email":"","affiliations":[],"preferred":false,"id":765364,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Griffith, Brad 0000-0001-8698-6859","orcid":"https://orcid.org/0000-0001-8698-6859","contributorId":82571,"corporation":false,"usgs":true,"family":"Griffith","given":"Brad","email":"","affiliations":[{"id":108,"text":"Alaska Cooperative Fish and Wildlife Research Unit","active":false,"usgs":true}],"preferred":true,"id":765365,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Price, Jeff","contributorId":64169,"corporation":false,"usgs":true,"family":"Price","given":"Jeff","affiliations":[],"preferred":false,"id":765366,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Root, Terry L.","contributorId":9506,"corporation":false,"usgs":true,"family":"Root","given":"Terry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":765367,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":70194893,"text":"70194893 - 2004 - Strength and acoustic properties of Ottawa sand containing laboratory-formed methane gas hydrate","interactions":[],"lastModifiedDate":"2018-01-26T13:35:07","indexId":"70194893","displayToPublicDate":"2004-12-31T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Strength and acoustic properties of Ottawa sand containing laboratory-formed methane gas hydrate","docAbstract":"<p>Although gas hydrate occurs in a wide variety of sediment types and is present and even pervasive at some locations on continental margins, little is known about how it forms naturally. Physical properties of the resultant gas hydrate-sediment mixtures, data needed for input into models that predict location and quantity of in situ hydrate are also lacking. Not only do properties of the host materials influence the type and quantity of hydrate formed and whether a particular deposit may be an economic resource or a geohazard, the properties of the natural sediment are also subsequently changed by the formation of gas hydrate in the pore space. The magnitude of the change is primarily related to the amount and the weighted inter-particle distribution of the hydrate deposits in relation to the actual sediment grains. Our goal is to understand the interaction between natural sediments and gas hydrate formation in order to quantify physical properties that are useful to predictive models.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Advances in the study of gas hydrates","language":"English","publisher":"Springer","doi":"10.1007/b105997","usgsCitation":"Winters, W.J., Waite, W., and Mason, D.H., 2004, Strength and acoustic properties of Ottawa sand containing laboratory-formed methane gas hydrate, chap. <i>of</i> Advances in the study of gas hydrates, p. 213-226, https://doi.org/10.1007/b105997.","productDescription":"14 p.","startPage":"213","endPage":"226","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":478004,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"https://doi.org/10.1007/b105997","text":"External Repository"},{"id":350697,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5a6c4c9de4b06e28e9cabb2e","contributors":{"authors":[{"text":"Winters, William J. bwinters@usgs.gov","contributorId":522,"corporation":false,"usgs":true,"family":"Winters","given":"William","email":"bwinters@usgs.gov","middleInitial":"J.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":725958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waite, William F. 0000-0002-9436-4109 wwaite@usgs.gov","orcid":"https://orcid.org/0000-0002-9436-4109","contributorId":625,"corporation":false,"usgs":true,"family":"Waite","given":"William F.","email":"wwaite@usgs.gov","affiliations":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":725959,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mason, David H. dmason@usgs.gov","contributorId":624,"corporation":false,"usgs":true,"family":"Mason","given":"David","email":"dmason@usgs.gov","middleInitial":"H.","affiliations":[],"preferred":true,"id":725960,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70185150,"text":"70185150 - 2004 - Leaky coastal margins; examples of enhanced coastal groundwater and surface-water exchange from Tampa Bay and Crescent Beach submarine spring, Florida, USA","interactions":[],"lastModifiedDate":"2017-03-15T12:55:40","indexId":"70185150","displayToPublicDate":"2004-12-31T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Leaky coastal margins; examples of enhanced coastal groundwater and surface-water exchange from Tampa Bay and Crescent Beach submarine spring, Florida, USA","docAbstract":"<p>No abstract available</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Coastal aquifer management: Monitoring, modeling, and case studies","language":"English","publisher":"Lewis Publishers","publisherLocation":"Boca Raton, FL","usgsCitation":"Swarzenski, P., and Kindinger, J., 2004, Leaky coastal margins; examples of enhanced coastal groundwater and surface-water exchange from Tampa Bay and Crescent Beach submarine spring, Florida, USA, chap. <i>of</i> Coastal aquifer management: Monitoring, modeling, and case studies, p. 95-114.","productDescription":"10 p.","startPage":"95","endPage":"114","costCenters":[{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":337634,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Crescent Beach, Tampa 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L.","contributorId":38983,"corporation":false,"usgs":true,"family":"Kindinger","given":"J. L.","affiliations":[],"preferred":false,"id":684538,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70194865,"text":"70194865 - 2004 - The history of recent limnological changes and human impact on Upper Klamath Lake, Oregon","interactions":[],"lastModifiedDate":"2026-02-09T14:27:36.934856","indexId":"70194865","displayToPublicDate":"2004-12-31T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2411,"text":"Journal of Paleolimnology","active":true,"publicationSubtype":{"id":10}},"title":"The history of recent limnological changes and human impact on Upper Klamath Lake, Oregon","docAbstract":"<p><span>Hypereutrophic Upper Klamath Lake has been studied for almost 50 years to evaluate the nature, cause, and effects of its very productive waters. Mitigation of undesirable effects of massive cyanobacterial blooms requires understanding their modern causes as well as their history. Knowledge of the pre-settlement natural limnology of this system can provide guidelines for lake restoration and management of land and water use strategies to maximize the benefits of this aquatic resource. This investigation uses a paleolimnological approach to document the nature and chronology of limnological and biological changes in Upper Klamath Lake for the past 200 years, covering the time when the lake was first described until today. A 45-cm gravity core, dated by&nbsp;</span><sup>210</sup><span>Pb and diatom correlations, was analyzed for diatoms, pollen, akinetes (resting spores) of the cyanobacterium&nbsp;</span><i>Aphanizomenon flos-aquae</i><span>, reworked tephra shards, and sediment magnetic characteristics. Pollen profiles show little vegetation change during this time. In contrast, diatoms indicative of increased nutrient fluxes (P and Si) increase moderately, coinciding with the settlement of the region by Euro-Americans. Numerous settlement activities, including draining of lake-margin marshes, upstream agriculture and timber harvest, road construction, and boat traffic, may have affected the lake. Magnetic properties and reworked tephra suggest riparian changes throughout the basin and increased lithogenic sediment delivery to the lake, especially after 1920 when the marshes near the mouth of the Williamson River were drained and converted to agricultural and pasture land. Drainage and channelization also decreased the ability of the marshes to function as traps and filters for upstream water and sediments. Akinetes of&nbsp;</span><i>Aphanizomenon flos-aquae</i><span>&nbsp;record progressive eutrophication of Upper Klamath Lake beginning in the 20th century and particularly after 1920 when lake-margin marsh reclamation more than doubled. The coincidence of limnological changes and human activities following European settlement suggests a major impact on the Upper Klamath Lake ecosystem, although ascribing specific limnological changes to specific human activities is difficult.</span></p>","language":"English","publisher":"Springer","doi":"10.1023/B:JOPL.0000019233.12287.18","usgsCitation":"Bradbury, J.P., Colman, S.M., and Reynolds, R.L., 2004, The history of recent limnological changes and human impact on Upper Klamath Lake, Oregon: Journal of Paleolimnology, v. 31, https://doi.org/10.1023/B:JOPL.0000019233.12287.18.","productDescription":"15 p.","startPage":"165","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":350564,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Oregon","otherGeospatial":"Upper Klamath Lake","geographicExtents":"{\n  \"type\": 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Platt","contributorId":91106,"corporation":false,"usgs":true,"family":"Bradbury","given":"J.","email":"","middleInitial":"Platt","affiliations":[],"preferred":false,"id":725704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Colman, Steve M.","contributorId":49807,"corporation":false,"usgs":true,"family":"Colman","given":"Steve","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":725705,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reynolds, Richard L. 0000-0002-4572-2942 rreynolds@usgs.gov","orcid":"https://orcid.org/0000-0002-4572-2942","contributorId":147880,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rreynolds@usgs.gov","middleInitial":"L.","affiliations":[{"id":271,"text":"Federal Center","active":false,"usgs":true},{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":725706,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70185142,"text":"70185142 - 2004 - Using MODIS Terra 250 m imagery to map concentrations of total suspended matter in coastal waters","interactions":[],"lastModifiedDate":"2017-03-15T12:31:44","indexId":"70185142","displayToPublicDate":"2004-12-31T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3254,"text":"Remote Sensing of Environment","printIssn":"0034-4257","active":true,"publicationSubtype":{"id":10}},"title":"Using MODIS Terra 250 m imagery to map concentrations of total suspended matter in coastal waters","language":"English","publisher":"Elsevier","doi":"10.1016/j.rse.2004.07.012","usgsCitation":"Miller, R.L., and McKee, B.A., 2004, Using MODIS Terra 250 m imagery to map concentrations of total suspended matter in coastal waters: Remote Sensing of Environment, v. 93, no. 1-2, p. 259-266, https://doi.org/10.1016/j.rse.2004.07.012.","productDescription":"8 p.","startPage":"259","endPage":"266","costCenters":[{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":478006,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"http://hdl.handle.net/2060/20040084683","text":"External Repository"},{"id":337625,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"Gulf of Mexico","volume":"93","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58ca52d1e4b0849ce97c86ca","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":684503,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McKee, Brent A.","contributorId":70711,"corporation":false,"usgs":true,"family":"McKee","given":"Brent","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":684504,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70191437,"text":"70191437 - 2004 - Analysis of summer 2002 melt extent on the Greenland ice sheet using MODIS and SSM/I data","interactions":[],"lastModifiedDate":"2017-10-11T15:24:48","indexId":"70191437","displayToPublicDate":"2004-12-31T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Analysis of summer 2002 melt extent on the Greenland ice sheet using MODIS and SSM/I data","docAbstract":"<p><span>Previous work has shown that the summer of 2002 had the greatest area of snow melt extent on the Greenland ice sheet ever recorded using passive-microwave data. In this paper, we compare the 0deg isotherm derived from the Moderate-Resolution Imaging Spectroradiometer (MODIS) instrument, with Special Sensor Microwave/Imager (SSM/I)-derived melt, at the time of the maximum melt extent in 2002. To validate the MODIS-derived land-surface temperatures (LSTs), we compared the MODIS LSTs with air temperatures from nine stations (using 11 different data points) and found that they agreed to within 2.3 plusmn 2.09 degC, with station temperatures consistently lower than the MODIS LSTs. According to the MODIS LST, the maximum surface melt extended to ~2300 m in southern Greenland; while the SSM/I measurements showed that the maximum melt extended to nearly 2700 m in southeastern Greenland. The MODIS and SSM/I data are complementary in providing detailed information about the progression of surface and near-surface melt on the Greenland ice sheet.</span></p>","largerWorkTitle":"IGARSS '04 Proceedings","conferenceTitle":"Geoscience and Remote Sensing Symposium","conferenceDate":"September 20-24, 2004","conferenceLocation":"Anchorage, AK","language":"English","publisher":"IEEE","doi":"10.1109/IGARSS.2004.1370335","usgsCitation":"Hall, D.K., Williams, R., Steffen, K., and Chien, J.Y., 2004, Analysis of summer 2002 melt extent on the Greenland ice sheet using MODIS and SSM/I data, <i>in</i> IGARSS '04 Proceedings, Anchorage, AK, September 20-24, 2004, https://doi.org/10.1109/IGARSS.2004.1370335.","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":478005,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"http://hdl.handle.net/2060/20040171217","text":"External Repository"},{"id":346521,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59df16bfe4b05fe04ccd560e","contributors":{"authors":[{"text":"Hall, D. K.","contributorId":7643,"corporation":false,"usgs":true,"family":"Hall","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":712250,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, R.S.","contributorId":19189,"corporation":false,"usgs":true,"family":"Williams","given":"R.S.","affiliations":[],"preferred":false,"id":712251,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steffen, K.","contributorId":90914,"corporation":false,"usgs":true,"family":"Steffen","given":"K.","email":"","affiliations":[],"preferred":false,"id":712252,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chien, Janet Y.L.","contributorId":38723,"corporation":false,"usgs":false,"family":"Chien","given":"Janet","email":"","middleInitial":"Y.L.","affiliations":[],"preferred":false,"id":712253,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70486,"text":"ofr20041394 - 2004 - User's Guide for the MapImage Reprojection Software Package, Version 1.01","interactions":[],"lastModifiedDate":"2012-02-02T00:13:35","indexId":"ofr20041394","displayToPublicDate":"2004-12-24T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1394","title":"User's Guide for the MapImage Reprojection Software Package, Version 1.01","docAbstract":"Scientists routinely accomplish small-scale geospatial modeling in the raster domain, using high-resolution datasets (such as 30-m data) for large parts of continents and low-resolution to high-resolution datasets for the entire globe. Recently, Usery and others (2003a) expanded on the previously limited empirical work with real geographic data by compiling and tabulating the accuracy of categorical areas in projected raster datasets of global extent. Geographers and applications programmers at the U.S. Geological Survey's (USGS) Mid-Continent Mapping Center (MCMC) undertook an effort to expand and evolve an internal USGS software package, MapImage, or mapimg, for raster map projection transformation (Usery and others, 2003a).\r\n\r\nDaniel R. Steinwand of Science Applications International Corporation, Earth Resources Observation Systems Data Center in Sioux Falls, S. Dak., originally developed mapimg for the USGS, basing it on the USGS's General Cartographic Transformation Package (GCTP). It operated as a command line program on the Unix operating system. Through efforts at MCMC, and in coordination with Mr. Steinwand, this program has been transformed from an application based on a command line into a software package based on a graphic user interface for Windows, Linux, and Unix machines.\r\n\r\nUsery and others (2003b) pointed out that many commercial software packages do not use exact projection equations and that even when exact projection equations are used, the software often results in error and sometimes does not complete the transformation for specific projections, at specific resampling resolutions, and for specific singularities. Direct implementation of point-to-point transformation with appropriate functions yields the variety of projections available in these software packages, but implementation with data other than points requires specific adaptation of the equations or prior preparation of the data to allow the transformation to succeed.\r\n\r\nAdditional constraints apply to global raster data. It appears that some packages use the USGS's GCTP or similar point transformations without adaptation to the specific characteristics of raster data (Usery and others, 2003b). It is most common for programs to compute transformations of raster data in an inverse fashion. Such mapping can result in an erroneous position and replicate data or create pixels not in the original space. As Usery and others (2003a) indicated, mapimg performs a corresponding forward transformation to ensure the same location results from both methods. The primary benefit of this function is to mask cells outside the domain.\r\n\r\nMapImage 1.01 is now on the Web. You can download the User's Guide, source, and\r\nbinaries from the following site:\r\nhttp://mcmcweb.er.usgs.gov/carto_research/projection/acc_proj_data.html","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20041394","usgsCitation":"Finn, M.P., and Trent, J.R., 2004, User's Guide for the MapImage Reprojection Software Package, Version 1.01: U.S. Geological Survey Open-File Report 2004-1394, 13 p., https://doi.org/10.3133/ofr20041394.","productDescription":"13 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":188445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2004/1394/report-thumb.jpg"},{"id":90524,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2004/1394/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604089","contributors":{"authors":[{"text":"Finn, Michael P. 0000-0003-0415-2194 mfinn@usgs.gov","orcid":"https://orcid.org/0000-0003-0415-2194","contributorId":2657,"corporation":false,"usgs":true,"family":"Finn","given":"Michael","email":"mfinn@usgs.gov","middleInitial":"P.","affiliations":[{"id":5047,"text":"NGTOC Denver","active":true,"usgs":true},{"id":5074,"text":"Center for Geospatial Information Science (CEGIS)","active":true,"usgs":true}],"preferred":true,"id":282517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trent, Jason R.","contributorId":81187,"corporation":false,"usgs":true,"family":"Trent","given":"Jason","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":282518,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70200692,"text":"70200692 - 2004 - Book review: Earth’s magnetism in the age of sail","interactions":[],"lastModifiedDate":"2018-10-29T11:58:24","indexId":"70200692","displayToPublicDate":"2004-12-15T11:58:16","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3071,"text":"Physics of the Earth and Planetary Interiors","active":true,"publicationSubtype":{"id":10}},"title":"Book review: Earth’s magnetism in the age of sail","docAbstract":"<p><span>For many centuries, the source, behavior, and even the essential nature of geomagnetism were enigmatic. Despite this, the effect of geomagnetism was familiar, by imparting a directional preference on the magnetized needle of the compass and providing a useful, if somewhat annoyingly complicated, reference for navigators. Although the compass seems to have first been invented in China, it was the Europeans who made the most systematic early studies of magnetism, who made the first elaborate and practical usage of the compass, and who developed most of the early theories as to the cause of the compass needle’s north-seeking tendency. From the centuries of the Middle Ages, through the late 16th century of the Renaissance, to the 17th century of philosophical enlightenment and the 18th century of discovery, the subject of magnetism and, more specifically, geomagnetism, evolved from a hodgepodge of mystical beliefs into something that we can today recognize as the object of modern scientific pursuit. Those same centuries witnessed the great transoceanic sailing voyages undertaken by European nations for reasons of exploration, territorial claim, religious mission, and mercantile trade. Naturally, the navigator’s compass, and therefore geomagnetism, played an important role in these developments. This romantic intersection of science and history is the subject of&nbsp;</span><i>Earth’s Magnetism in the Age of Sail</i><span>, a pleasantly written and scholarly book by A.R.T. Jonkers.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/j.pepi.2004.05.004","usgsCitation":"Love, J.J., 2004, Book review: Earth’s magnetism in the age of sail: Physics of the Earth and Planetary Interiors, v. 147, no. 4, p. 354-364, https://doi.org/10.1016/j.pepi.2004.05.004.","productDescription":"11 p.","startPage":"354","endPage":"364","costCenters":[{"id":300,"text":"Geologic Hazards Science Center","active":true,"usgs":true}],"links":[{"id":358889,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"147","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5c10e7a1e4b034bf6a8004d8","contributors":{"authors":[{"text":"Love, Jeffrey J. 0000-0002-3324-0348 jlove@usgs.gov","orcid":"https://orcid.org/0000-0002-3324-0348","contributorId":760,"corporation":false,"usgs":true,"family":"Love","given":"Jeffrey","email":"jlove@usgs.gov","middleInitial":"J.","affiliations":[{"id":300,"text":"Geologic Hazards Science Center","active":true,"usgs":true}],"preferred":true,"id":750143,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70206232,"text":"70206232 - 2004 - Inversion of data from electrical resistivity imaging surveys in water-covered areas","interactions":[],"lastModifiedDate":"2019-10-25T11:07:02","indexId":"70206232","displayToPublicDate":"2004-12-06T10:56:02","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1612,"text":"Exploration Geophysics","active":true,"publicationSubtype":{"id":10}},"title":"Inversion of data from electrical resistivity imaging surveys in water-covered areas","docAbstract":"<p><span>Electrical resistivity imaging surveys widely used in many environmental and engineering studies have also been conducted in water-covered areas. Surveys in water-covered areas include conventional surveys using multi-electrode resistivity systems where part of the survey line crosses a river or stream, and surveys conducted entirely within a water-covered environment. Surveys that are located entirely within a water-covered environment utilise electrodes mounted on a streamer, towed behind a boat. The streamer can be dragged along the water bottom, or float on the water surface. In this paper, the smoothness-constrained least-squares inversion method commonly used to interpret electrical resistivity imaging data from land surveys is adapted for underwater surveys. To accommodate the water bottom topography, a distorted finite-element grid is used to calculate the apparent resistivity values for the inversion model. The first few rows of elements are used to model the water layer, while the lower part of the grid is used for the sub-bottom resistivity distribution. For robust inversion, the water column resistivity and geometry must be known accurately as a large proportion of the current flows through the water layer. The section of the Earth below the bottom surface is subdivided into a large number of rectangular cells. The water column resistivity and geometry in the earth model is fixed, and the inversion program attempts to determine the resistivity of the cells that would most accurately reproduce the observed resistivity measurements. Implementation of water column resistivity and geometric constraints is demonstrated using numerical simulations and field data. Examples of electrical resistivity imaging surveys conducted on and across water bodies including rivers and near-shore marine environments are shown.</span></p>","language":"English","publisher":"Taylor & Francis","doi":"10.1071/EG04266","usgsCitation":"Loke, M.H., and Lane, J., 2004, Inversion of data from electrical resistivity imaging surveys in water-covered areas: Exploration Geophysics, v. 35, no. 4, p. 266-271, https://doi.org/10.1071/EG04266.","productDescription":"6 p.","startPage":"266","endPage":"271","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":368608,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"35","issue":"4","noUsgsAuthors":false,"publicationDate":"2018-12-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Loke, M. H.","contributorId":220040,"corporation":false,"usgs":false,"family":"Loke","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":773890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lane, John W. Jr. 0000-0002-3558-243X","orcid":"https://orcid.org/0000-0002-3558-243X","contributorId":210076,"corporation":false,"usgs":true,"family":"Lane","given":"John W.","suffix":"Jr.","affiliations":[{"id":486,"text":"OGW Branch of Geophysics","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":773891,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70239781,"text":"70239781 - 2004 - A viscoelastic damage model with applications to stable and unstable fracturing","interactions":[],"lastModifiedDate":"2023-01-19T20:03:54.255891","indexId":"70239781","displayToPublicDate":"2004-12-01T13:53:19","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1803,"text":"Geophysical Journal International","active":true,"publicationSubtype":{"id":10}},"title":"A viscoelastic damage model with applications to stable and unstable fracturing","docAbstract":"<p><span>A viscoelastic damage rheology model is presented that provides a generalization of Maxwell viscoelasticity to a non-linear continuum mechanics framework incorporating material degradation and recovery, transition from stable to unstable fracturing and gradual accumulation of non-reversible deformation. The model is a further development of the damage rheology framework of Lyakhovsky&nbsp;</span><i>et al.</i><span>&nbsp;for evolving effective elasticity. The framework provides a quantitative treatment for macroscopic effects of evolving distributed cracking with local density represented by an intensive state variable. The formulation, based on thermodynamic principles, leads to a system of kinetic equations for the evolution of damage. An effective viscosity inversely proportional to the rate of damage increase is introduced to account for gradual accumulation of irreversible deformation due to dissipative processes. A power-law relation between the damage variable and elastic moduli leads to a non-linear coupling between the rate of damage evolution and the damage variable itself. This allows the model to reproduce a transition from stable to unstable fracturing of brittle rocks and the Kaiser effect. 3-D numerical simulations based on the model formulation for homogeneous and heterogeneous materials account for the main features of rock behaviour under large strain. The model coefficients are constrained, using triaxial laboratory experiments with low-porosity Westerly granite and high-porosity Berea sandstone samples.</span></p>","language":"English","publisher":"Oxford Academic Press","doi":"10.1111/j.1365-246X.2004.02452.x","usgsCitation":"Hamiel, Y., Liu, Y., Lyakhovsky, V., Ben-Zion, Y., and Lockner, D., 2004, A viscoelastic damage model with applications to stable and unstable fracturing: Geophysical Journal International, v. 159, no. 3, p. 1155-1165, https://doi.org/10.1111/j.1365-246X.2004.02452.x.","productDescription":"11 p.","startPage":"1155","endPage":"1165","costCenters":[],"links":[{"id":412087,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"159","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Hamiel, Yariv","contributorId":301076,"corporation":false,"usgs":false,"family":"Hamiel","given":"Yariv","email":"","affiliations":[],"preferred":false,"id":861932,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Liu, Yunfeng","contributorId":301077,"corporation":false,"usgs":false,"family":"Liu","given":"Yunfeng","email":"","affiliations":[],"preferred":false,"id":861933,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lyakhovsky, V.","contributorId":76492,"corporation":false,"usgs":true,"family":"Lyakhovsky","given":"V.","email":"","affiliations":[],"preferred":false,"id":861934,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ben-Zion, Yehuda","contributorId":195741,"corporation":false,"usgs":false,"family":"Ben-Zion","given":"Yehuda","email":"","affiliations":[{"id":16177,"text":"University of Southern California, Los Angeles, Ca.","active":true,"usgs":false}],"preferred":false,"id":861935,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Lockner, David 0000-0001-8630-6833 dlockner@usgs.gov","orcid":"https://orcid.org/0000-0001-8630-6833","contributorId":207888,"corporation":false,"usgs":true,"family":"Lockner","given":"David","email":"dlockner@usgs.gov","affiliations":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":true,"id":861936,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":58250,"text":"sir20045139 - 2004 - A precipitation-runoff model for the analysis of the effects of water withdrawals and land-use change on streamflow in the Usquepaug–Queen River Basin, Rhode Island","interactions":[],"lastModifiedDate":"2022-01-04T21:15:52.505074","indexId":"sir20045139","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","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":"2004-5139","title":"A precipitation-runoff model for the analysis of the effects of water withdrawals and land-use change on streamflow in the Usquepaug–Queen River Basin, Rhode Island","docAbstract":"<p class=\"style2\">The 36.1-square-mile Usquepaug–Queen River Basin in south-central Rhode Island is an important water resource. Streamflow records indicate that withdrawals may have diminished flows enough to affect aquatic habitat. Concern over the effect of withdrawals on streamflow and aquatic habitat prompted the development of a Hydrologic Simulation Program–FORTRAN (HSPF) model to evaluate the water-management alternatives and land-use change in the basin.</p><p class=\"style2\">Climate, streamflow, and water-use data were collected to support the model development. A logistic-regression equation was developed for long-term simulations to predict the likelihood of irrigation, the primary water use in the basin, from antecedent potential evapotranspiration and precipitation for generating irrigation demands. The HSPF model represented the basin by 13 pervious-area and 2 impervious-area land-use segments and 20 stream reaches. The model was calibrated to the period January 1, 2000 to September 30, 2001, at three continuous streamflow-gaging stations that monitor flow from 10, 54, and 100 percent of the basin drainage area. Hydrographs and flow-duration curves of observed and simulated discharges, along with statistics compiled for various model-fit metrics, indicate a satisfactory model performance.</p><p class=\"style2\">The calibrated HSPF model was modified to evaluate streamflow (1) under no withdrawals to streamflow under current (2000–01) withdrawal conditions under long-term (1960–2001) climatic conditions, (2) under withdrawals by the former Ladd School water-supply wells, and (3) under fully developed land use. The effects of converting from direct-stream withdrawals to ground-water withdrawals were evaluated outside of the HSPF model by use of the STRMDEPL program, which calculates the time delayed response of ground-water withdrawals on streamflow depletion.</p><p class=\"style2\">Simulated effects of current withdrawals relative to no withdrawals indicate about a 20-percent decrease in the lowest mean daily streamflows at the basin outlet, but withdrawals have little effect on flows that are exceeded less than about 90 percent of the time. Tests of alternative model structures to evaluate model uncertainty indicate that the lowest mean daily flows ranged between 3 and 5 cubic feet per second (ft3/s) without withdrawals and 2.2 to 4 ft3/s with withdrawals. Changes in the minimum daily streamflows are more pronounced, however; at the upstream streamflow-gaging station, a minimum daily flow of 0.2 ft3/s was sustained without withdrawals, but simulations with withdrawals indicate that the reach would stop flowing part of a day about 5 percent of the time.</p><p class=\"style2\">The effect on streamflow of potential ground-water withdrawals of 0.20, 0.90, and 1.78 million gallons per day (Mgal/d) at the former Ladd School near the central part of the basin were evaluated. The lowest daily mean flows in model reach 3, the main stem of the Queen River closest to the pumped wells, decreased by about 50 percent for withdrawals of 0.20 Mgal/d (from about 0.4 to 0.2 ft3/s) in comparison to current withdrawals. Reach 3 would occasionally stop flowing during part of the day at the 0.20-Mgal/d withdrawal rate because of diurnal fluctuation in streamflow. The higher withdrawal rates (0.90 and 1.78 Mgal/d) would cause reach 3 to stop flowing about 10 to 20 percent of the time, but the effects of pumping rapidly diminished downstream because of tributary inflows. Simulation results indicate little change in the annual 1-, 7-, and 30-day low flows at the 0.20 Mgal/d pumping rate, but at the 1.78 Mgal/d pumping rate, reach 3 stopped flowing for nearly a 7-day period every year and for a 30-day period about every other year. At the 0.90 Mgal/d pumping rate, reach 3 stopped flowing about every other year for a 7-day period and about once every 5 years for a 30-day period.</p><p class=\"style2\">Land-use change was simulated by converting model hydrologic-response units (HRUs) representing undeveloped areas to HRUs representing developed areas on the basis of development suitability and town zoning. About 55 percent of the basin is suitable for development; this area would accommodate about 4,300 new low-density residential homes under current zoning. Increases in storm volume and peak flows, and decreases in base flow, typically associated with urbanization, were not evident in buildout simulations because the effective impervious area was assumed to increase by only 2 percent. Under fully developed conditions, withdrawals from self-supply wells were estimated to reach 1.2 Mgal/d. Potential increases in water withdrawals for a fully developed basin have only a minor impact on the main stem streamflow, but the effects of urbanization could be more pronounced in localized areas where development is concentrated.</p><p class=\"style2\">Streamflow-depletion rates were calculated for varying distances of a pumped irrigation well from a stream. For the irrigation rates and aquifer conditions tested, streamflow depletion, relative to the pumping rate, decreases rapidly as the pumped well was moved away from the stream. Streamflow depletion, relative to the peak withdrawal rate, decreased by about 60, 80, and 90 percent by locating the pumped well 500, 1,000, and 1,500 feet from the stream, respectively.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20045139","usgsCitation":"Zarriello, P.J., and Bent, G.C., 2004, A precipitation-runoff model for the analysis of the effects of water withdrawals and land-use change on streamflow in the Usquepaug–Queen River Basin, Rhode Island: U.S. Geological Survey Scientific Investigations Report 2004-5139, 86 p., https://doi.org/10.3133/sir20045139.","productDescription":"86 p.","costCenters":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"links":[{"id":120663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2004_5139.jpg"},{"id":393882,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_70097.htm"},{"id":5833,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/sir20045139/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Rhode Island","otherGeospatial":"Usquepaug–Queen River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.66107177734375,\n              41.47154438707647\n            ],\n            [\n              -71.5167,\n              41.47154438707647\n            ],\n            [\n              -71.5167,\n              41.625\n            ],\n            [\n              -71.66107177734375,\n              41.625\n            ],\n            [\n              -71.66107177734375,\n              41.47154438707647\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab677","contributors":{"authors":[{"text":"Zarriello, Phillip J. 0000-0001-9598-9904 pzarriel@usgs.gov","orcid":"https://orcid.org/0000-0001-9598-9904","contributorId":1868,"corporation":false,"usgs":true,"family":"Zarriello","given":"Phillip","email":"pzarriel@usgs.gov","middleInitial":"J.","affiliations":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":258554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bent, Gardner C. 0000-0002-5085-3146 gbent@usgs.gov","orcid":"https://orcid.org/0000-0002-5085-3146","contributorId":1864,"corporation":false,"usgs":true,"family":"Bent","given":"Gardner","email":"gbent@usgs.gov","middleInitial":"C.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":258553,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":58126,"text":"b1995BB - 2004 - Style and rate of quaternary deformation of the Hosgri Fault Zone, offshore south-central coastal California","interactions":[{"subject":{"id":58126,"text":"b1995BB - 2004 - Style and rate of quaternary deformation of the Hosgri Fault Zone, offshore south-central coastal California","indexId":"b1995BB","publicationYear":"2004","noYear":false,"chapter":"BB","title":"Style and rate of quaternary deformation of the Hosgri Fault Zone, offshore south-central coastal California"},"predicate":"IS_PART_OF","object":{"id":33200,"text":"b1995 - 1991 - Evolution of sedimentary basins/onshore oil and gas investigations: Santa Maria Province","indexId":"b1995","publicationYear":"1991","noYear":false,"title":"Evolution of sedimentary basins/onshore oil and gas investigations: Santa Maria Province"},"id":1}],"isPartOf":{"id":33200,"text":"b1995 - 1991 - Evolution of sedimentary basins/onshore oil and gas investigations: Santa Maria Province","indexId":"b1995","publicationYear":"1991","noYear":false,"title":"Evolution of sedimentary basins/onshore oil and gas investigations: Santa Maria Province"},"lastModifiedDate":"2018-09-19T20:18:57","indexId":"b1995BB","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1995","chapter":"BB","title":"Style and rate of quaternary deformation of the Hosgri Fault Zone, offshore south-central coastal California","docAbstract":"The Hosgri Fault Zone is the southernmost component of a complex system of right-slip faults in south-central coastal California that includes the San Gregorio, Sur, and San Simeon Faults. We have characterized the contemporary style of faulting along the zone on the basis of an integrated analysis of a broad spectrum of data, including shallow high-resolution and deep penetration seismic reflection data; geologic and geomorphic data along the Hosgri and San Simeon Fault Zones and the intervening San Simeon/Hosgri pull-apart basin; the distribution and nature of near-coast seismicity; regional tectonic kinematics; and comparison of the Hosgri Fault Zone with worldwide strike-slip, oblique-slip, and reverse-slip fault zones. These data show that the modern Hosgri Fault Zone is a convergent right-slip (transpressional) fault having a late Quaternary slip rate of 1 to 3 mm/yr. Evidence supporting predominantly strike-slip deformation includes (1) a long, narrow, linear zone of faulting and associated deformation; (2) the presence of asymmetric flower structures; (3) kinematically consistent localized extensional and compressional deformation at releasing and restraining bends or steps, respectively, in the fault zone; (4) changes in the sense and magnitude of vertical separation both along trend of the fault zone and vertically within the fault zone; (5) strike-slip focal mechanisms along the fault trace; (6) a distribution of seismicity that delineates a high-angle fault extending through the seismogenic crust; (7) high ratios of lateral to vertical slip along the fault zone; and (8) the separation by the fault of two tectonic domains (offshore Santa Maria Basin, onshore Los Osos domain) that are undergoing contrasting styles of deformation and orientations of crustal shortening. The convergent component of slip is evidenced by the deformation of the early-late Pliocene unconformity. In characterizing the style of faulting along the Hosgri Fault Zone, we assessed alternative tectonic models by evaluating (1) the cumulative effects of multiple deformational episodes that can produce complex, difficult-to-interpret fault geometries, patterns, and senses of displacement; (2) the difficult imaging of high-angle fault planes and horizontal fault separations on seismic reflection data; and (3) the effects of strain partitioning that yield coeval strike-slip faults and associated fold and thrust belts.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Evolution of Sedimentary Basins/Offshore Oil and Gas Investigations--Santa Maria Province","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/b1995BB","usgsCitation":"Hanson, K.L., Lettis, W.R., McLaren, M., Savage, W.U., and Hall, N.T., 2004, Style and rate of quaternary deformation of the Hosgri Fault Zone, offshore south-central coastal California: U.S. Geological Survey Bulletin 1995, 37 p., https://doi.org/10.3133/b1995BB.","productDescription":"37 p.","costCenters":[],"links":[{"id":185149,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5746,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/bul/1995/bb/","linkFileType":{"id":5,"text":"html"}}],"scale":"48","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c50","contributors":{"editors":[{"text":"Keller, Margaret A. mkeller@usgs.gov","contributorId":1017,"corporation":false,"usgs":true,"family":"Keller","given":"Margaret","email":"mkeller@usgs.gov","middleInitial":"A.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":745730,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Hanson, Kathryn L.","contributorId":53036,"corporation":false,"usgs":true,"family":"Hanson","given":"Kathryn","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":258377,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lettis, William R.","contributorId":85970,"corporation":false,"usgs":true,"family":"Lettis","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":258380,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McLaren, Marcia","contributorId":12926,"corporation":false,"usgs":true,"family":"McLaren","given":"Marcia","affiliations":[],"preferred":false,"id":258376,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Savage, William U. wusavage@usgs.gov","contributorId":2448,"corporation":false,"usgs":true,"family":"Savage","given":"William","email":"wusavage@usgs.gov","middleInitial":"U.","affiliations":[],"preferred":true,"id":258375,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hall, N. Timothy","contributorId":78014,"corporation":false,"usgs":true,"family":"Hall","given":"N.","email":"","middleInitial":"Timothy","affiliations":[],"preferred":false,"id":258379,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":58247,"text":"ofr20041390 - 2004 - Real-time forecasts of tomorrow's earthquakes in California: A new mapping tool","interactions":[],"lastModifiedDate":"2022-10-04T21:17:17.91535","indexId":"ofr20041390","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1390","title":"Real-time forecasts of tomorrow's earthquakes in California: A new mapping tool","docAbstract":"We have derived a multi-model approach to calculate time-dependent earthquake hazard resulting from earthquake clustering.  This file report explains the theoretical background behind the approach, the specific details that are used in applying the method to California, as well as the statistical testing to validate the technique.  We have implemented our algorithm as a real-time tool that has been automatically generating short-term hazard maps for California since May of 2002, at http://step.wr.usgs.gov","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20041390","usgsCitation":"Gerstenberger, M., Wiemer, S., and Jones, L., 2004, Real-time forecasts of tomorrow's earthquakes in California: A new mapping tool (Version 1.0): U.S. Geological Survey Open-File Report 2004-1390, 39 p., https://doi.org/10.3133/ofr20041390.","productDescription":"39 p.","costCenters":[],"links":[{"id":407901,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_70007.htm","linkFileType":{"id":5,"text":"html"}},{"id":184210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5830,"rank":100,"type":{"id":15,"text":"Index 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,{"id":70184479,"text":"70184479 - 2004 - Effects of aquifer travel time on nitrogen transport to a coastal embayment","interactions":[],"lastModifiedDate":"2018-05-17T14:18:00","indexId":"70184479","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Effects of aquifer travel time on nitrogen transport to a coastal embayment","docAbstract":"<p><span>Effects of aquifer travel time on nitrogen reaction and loading to Popponesset Bay, a eutrophic coastal embayment on western Cape Cod, Massachusetts, are evaluated through hydrologic analysis of flow and transport. Approximately 10% of the total nitrogen load to the embayment is intercepted by fresh water ponds and delivered to the coast by connecting streams. For the nitrogen load not intercepted by ponds, we compare two steady-state methods of analyzing nitrogen loss in the aquifer, one using a constant-loss factor and the other time-dependent loss rates. The constant-loss method, which assumes that all similar land uses have the same per unit area loading rate to surface water regardless of location within the watershed, predicts that 42% of the nonpond watershed nitrogen load originated within the zero to 2 yr time-of-travel zone, which is 40% of the contributing area. The time-of-travel loss method calculates loss rates based on aquifer travel times and denitrification reaction kinetics, evaluated separately for carbon-unlimited and carbon-limited cases. Time-of-travel loss calculations for percent of nonpond load that originated within the area of &lt; 2 yr aquifer residence time are 64% when carbon is not limiting, but only 49% when carbon limitation is included, not greatly different from the constant-loss method. A feature of the kinetics used is that carbon (and the denitrified nitrogen) is lost rather quickly in the aquifer travel path, after which carbon limitation stops denitrification altogether. Carbon limitation causes the time-of-travel loss model to approximate the constant-loss model such that in most of the watershed, a nearly constant fraction of the nitrogen input is lost in both models.</span></p>","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.2004.tb02644.x","usgsCitation":"Colman, J.A., Masterson, J., Pabich, W.J., and Walter, D.A., 2004, Effects of aquifer travel time on nitrogen transport to a coastal embayment: Groundwater, v. 42, no. 7, p. 1069-1078, https://doi.org/10.1111/j.1745-6584.2004.tb02644.x.","productDescription":"10 p.","startPage":"1069","endPage":"1078","costCenters":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":337283,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"42","issue":"7","noUsgsAuthors":false,"publicationDate":"2006-03-24","publicationStatus":"PW","scienceBaseUri":"58c3c93fe4b0f37a93ee9b1d","contributors":{"authors":[{"text":"Colman, John A. 0000-0001-9327-0779 jacolman@usgs.gov","orcid":"https://orcid.org/0000-0001-9327-0779","contributorId":2098,"corporation":false,"usgs":true,"family":"Colman","given":"John","email":"jacolman@usgs.gov","middleInitial":"A.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":681645,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Masterson, John P. 0000-0003-3202-4413 jpmaster@usgs.gov","orcid":"https://orcid.org/0000-0003-3202-4413","contributorId":1865,"corporation":false,"usgs":true,"family":"Masterson","given":"John P.","email":"jpmaster@usgs.gov","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":false,"id":681646,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pabich, Wendy J.","contributorId":187775,"corporation":false,"usgs":false,"family":"Pabich","given":"Wendy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":681647,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Walter, Donald A. 0000-0003-0879-4477 dawalter@usgs.gov","orcid":"https://orcid.org/0000-0003-0879-4477","contributorId":1101,"corporation":false,"usgs":true,"family":"Walter","given":"Donald","email":"dawalter@usgs.gov","middleInitial":"A.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":681648,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70184486,"text":"70184486 - 2004 - Ground water recharge and discharge in the central Everglades","interactions":[],"lastModifiedDate":"2019-12-14T07:32:46","indexId":"70184486","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Ground water recharge and discharge in the central Everglades","docAbstract":"<p><span>Rates of ground water recharge and discharge are not well known in the central Everglades. Here we report estimates of ground water recharge and discharge at 15 sites in the Everglades Nutrient Removal Project and in Water Conservation Area 2A (WCA-2A), along with measurements of hydraulic properties of peat at 11 sites. A simple hydrogeologic simulation was used to assess how specific factors have influenced recharge and discharge. Simulations and measurements agreed that the highest values of recharge and discharge occur within 600 m of levees, the result of ground water flow beneath levees. There was disagreement in the interior wetlands of WCA-2A (located &gt; 1000 m from levees) where measurements of recharge and discharge were substantially higher than simulated fluxes. A five-year time series (1997 to 2002) of measured fluxes indicated that recharge and discharge underwent reversals in direction on weekly, monthly, and annual timescales at interior sites in WCA-2A. Ground water discharge tended to occur during average to moderately dry conditions when local surface water levels were decreasing. Recharge tended to occur during moderately wet periods or during very dry periods just as water levels began to increase following precipitation or in response to a pulse of surface water released from water-control structures by water managers. Discharge also tended to occur at sites in the wetland interior for ∼1 week preceding the arrival of the surface water pulse. We conclude that ground water recharge and discharge vary cyclically in the interior wetlands of the central Everglades, driven by the differential responses of surface water and ground water to annual, seasonal, and weekly trends in precipitation and operation of water-control structures.</span></p>","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.2004.tb02646.x","usgsCitation":"Harvey, J.W., Krupa, S.L., and Krest, J.M., 2004, Ground water recharge and discharge in the central Everglades: Groundwater, v. 42, no. 7, p. 1090-1102, https://doi.org/10.1111/j.1745-6584.2004.tb02646.x.","productDescription":"13 p. ","startPage":"1090","endPage":"1102","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":337289,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Central Everglades ","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.57373046875,\n              26.931865156388916\n            ],\n            [\n              -80.496826171875,\n              26.799557733065328\n            ],\n            [\n              -80.4583740234375,\n              26.72108039086171\n            ],\n            [\n              -80.46936035156249,\n              26.598351182358293\n            ],\n            [\n              -80.6121826171875,\n              26.441065564038418\n            ],\n            [\n              -80.82092285156249,\n              26.500072915744372\n            ],\n            [\n              -80.9088134765625,\n              26.46073804319089\n            ],\n            [\n              -80.8319091796875,\n              26.25893609446839\n            ],\n            [\n              -80.8758544921875,\n              25.760319754713887\n            ],\n            [\n              -80.419921875,\n              25.730632525531913\n            ],\n            [\n              -80.3814697265625,\n              26.086388149394875\n            ],\n            [\n              -80.255126953125,\n              26.298339726417737\n            ],\n            [\n              -80.2880859375,\n              26.73089302213736\n            ],\n            [\n              -80.3485107421875,\n              26.966141794817037\n            ],\n            [\n              -80.57373046875,\n              26.931865156388916\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"42","issue":"7","noUsgsAuthors":false,"publicationDate":"2006-03-24","publicationStatus":"PW","scienceBaseUri":"58c3c93fe4b0f37a93ee9b1b","contributors":{"authors":[{"text":"Harvey, Judson W. 0000-0002-2654-9873 jwharvey@usgs.gov","orcid":"https://orcid.org/0000-0002-2654-9873","contributorId":1796,"corporation":false,"usgs":true,"family":"Harvey","given":"Judson","email":"jwharvey@usgs.gov","middleInitial":"W.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":681702,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krupa, Steven L.","contributorId":93558,"corporation":false,"usgs":true,"family":"Krupa","given":"Steven","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":681703,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krest, James M.","contributorId":66785,"corporation":false,"usgs":true,"family":"Krest","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":681704,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70159350,"text":"70159350 - 2004 - Landsat-5 bumper-mode geometric correction","interactions":[],"lastModifiedDate":"2015-10-22T13:11:07","indexId":"70159350","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1944,"text":"IEEE Transactions on Geoscience and Remote Sensing","active":true,"publicationSubtype":{"id":10}},"title":"Landsat-5 bumper-mode geometric correction","docAbstract":"<p><span>The Landsat-5 Thematic Mapper (TM) scan mirror was switched from its primary operating mode to a backup mode in early 2002 in order to overcome internal synchronization problems arising from long-term wear of the scan mirror mechanism. The backup bumper mode of operation removes the constraints on scan start and stop angles enforced in the primary scan angle monitor operating mode, requiring additional geometric calibration effort to monitor the active scan angles. It also eliminates scan timing telemetry used to correct the TM scan geometry. These differences require changes to the geometric correction algorithms used to process TM data. A mathematical model of the scan mirror's behavior when operating in bumper mode was developed. This model includes a set of key timing parameters that characterize the time-varying behavior of the scan mirror bumpers. To simplify the implementation of the bumper-mode model, the bumper timing parameters were recast in terms of the calibration and telemetry data items used to process normal TM imagery. The resulting geometric performance, evaluated over 18 months of bumper-mode operations, though slightly reduced from that achievable in the primary operating mode, is still within the Landsat specifications when the data are processed with the most up-to-date calibration parameters.</span></p>","language":"English","publisher":"IEEE","doi":"10.1109/TGRS.2004.836390","usgsCitation":"Storey, J.C., and Choate, M., 2004, Landsat-5 bumper-mode geometric correction: IEEE Transactions on Geoscience and Remote Sensing, v. 42, no. 12, p. 2695-2703, https://doi.org/10.1109/TGRS.2004.836390.","productDescription":"9 p.","startPage":"2695","endPage":"2703","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":310500,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"42","issue":"12","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"562a08d5e4b011227bf1fd7f","contributors":{"authors":[{"text":"Storey, James C. 0000-0002-6664-7232","orcid":"https://orcid.org/0000-0002-6664-7232","contributorId":35505,"corporation":false,"usgs":true,"family":"Storey","given":"James","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":578123,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Choate, Mike 0000-0002-8101-4994 choate@usgs.gov","orcid":"https://orcid.org/0000-0002-8101-4994","contributorId":4618,"corporation":false,"usgs":true,"family":"Choate","given":"Mike","email":"choate@usgs.gov","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":578124,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70161807,"text":"70161807 - 2004 - Evaluating the effect of salinity on a simulated American Crocodile (<i>Crocodylus acutus</i>) population with applications to conservation and Everglades restoration","interactions":[],"lastModifiedDate":"2016-01-06T13:07:01","indexId":"70161807","displayToPublicDate":"2004-12-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1458,"text":"Ecological Modelling","active":true,"publicationSubtype":{"id":10}},"title":"Evaluating the effect of salinity on a simulated American Crocodile (<i>Crocodylus acutus</i>) population with applications to conservation and Everglades restoration","docAbstract":"<p><span>Everglades restoration will alter the hydrology of South Florida, affecting both water depth and salinity levels in the southern fringes of the Everglades, the habitat of the endangered American crocodile (</span><i>Crocodylus acutus</i><span>). A key question is what the effects of these hydrologic changes will be on the crocodile population. Reliable predictions of the viability of endangered species under a variety of management scenarios are of vital importance in conservation ecology. Juvenile American crocodiles are thought to be sensitive to high salinity levels, suffering reduced mass, and potentially reduced survivorship and recruitment. This could negatively impact the population recovery. We addressed the management issue of how the crocodile population will respond to alterations in hydrology with a spatially explicit individual-based model. The model is designed to relate water levels, salinities, and dominant vegetation to crocodile distribution, abundance, population growth, individual growth, survival, nesting effort, and nesting success. Our analysis shows that Everglades restoration, through its effects on water flow to estuaries, may benefit crocodile populations if increased freshwater flow reduces the chance that regional salinity levels exceed levels where small individuals lose mass. In addition, we conclude that conservation priority should be placed on reducing anthropogenic sources of mortality on large individuals, such as road mortality. Finally, research should focus on estimates of annual survivorship for large individuals.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/j.ecolmodel.2004.04.038","usgsCitation":"Richards, P., Mooij, W.M., and DeAngelis, D., 2004, Evaluating the effect of salinity on a simulated American Crocodile (<i>Crocodylus acutus</i>) population with applications to conservation and Everglades restoration: Ecological Modelling, v. 180, no. 2-3, p. 371-394, https://doi.org/10.1016/j.ecolmodel.2004.04.038.","productDescription":"24 p.","startPage":"371","endPage":"394","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":566,"text":"Southeast Ecological Science Center","active":true,"usgs":true}],"links":[{"id":313950,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Everglades","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.59364318847656,\n              25.179155709929173\n            ],\n            [\n              -80.59364318847656,\n              25.224199006454462\n            ],\n            [\n              -80.4971694946289,\n              25.224199006454462\n            ],\n            [\n              -80.4971694946289,\n              25.179155709929173\n            ],\n            [\n              -80.59364318847656,\n              25.179155709929173\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"180","issue":"2-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"568e48f8e4b0e7a44bc4190f","contributors":{"authors":[{"text":"Richards, Paul M.","contributorId":152087,"corporation":false,"usgs":false,"family":"Richards","given":"Paul M.","affiliations":[],"preferred":false,"id":587826,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mooij, Wolf M.","contributorId":94169,"corporation":false,"usgs":true,"family":"Mooij","given":"Wolf","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":587827,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"DeAngelis, Donald L. 0000-0002-1570-4057 don_deangelis@usgs.gov","orcid":"https://orcid.org/0000-0002-1570-4057","contributorId":147289,"corporation":false,"usgs":true,"family":"DeAngelis","given":"Donald L.","email":"don_deangelis@usgs.gov","affiliations":[{"id":566,"text":"Southeast Ecological Science Center","active":true,"usgs":true}],"preferred":false,"id":587828,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70189685,"text":"70189685 - 2004 - Calibration strategies for a groundwater model in a highly dynamic alpine floodplain","interactions":[],"lastModifiedDate":"2017-07-20T10:41:36","indexId":"70189685","displayToPublicDate":"2004-11-30T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Calibration strategies for a groundwater model in a highly dynamic alpine floodplain","docAbstract":"<div id=\"yui_3_14_1_1_1500564323456_835\" class=\"publication-abstract\" data-reactid=\"91\"><div id=\"yui_3_14_1_1_1500564323456_834\" class=\"nova-e-text nova-e-text--size-m nova-e-text--family-sans-serif nova-e-text--spacing-auto\" data-reactid=\"93\">Most surface flows to the 20-km-long Maggia Valley in Southern Switzerland are impounded and the valley is being investigated to determine environmental flow requirements. The aim of the investigation is the devel-opment of a modelling framework that simulates the dynamics of the ground-water, hydrologic, and ecologic systems. Because of the multi-scale nature of the modelling framework, large-scale models are first developed to provide the boundary conditions for more detailed models of reaches that are of eco-logical importance. We describe here the initial (large-scale) groundwa-ter/surface water model and its calibration in relation to initial and boundary conditions. A MODFLOW-2000 model was constructed to simulate the inter-action of groundwater and surface water and was developed parsimoniously to avoid modelling artefacts and parameter inconsistencies. Model calibration includes two steady-state conditions, with and without recharge to the aquifer from the adjoining hillslopes. Parameters are defined to represent areal re-charge, hydraulic conductivity of the aquifer (up to 5 classes), and streambed hydraulic conductivity. Model performance was investigated following two system representation. The first representation assumed unknown flow input at the northern end of the groundwater domain and unknown lateral inflow. The second representation used simulations of the lateral flow obtained by means of a raster-based, physically oriented and continuous in time rainfall-runoff (R-R) model. Results based on these two representations are compared and discussed.</div></div>","conferenceTitle":" International Conference on Finite-Element Models, MODFLOW, and More 2004","conferenceDate":"September 13-16","conferenceLocation":"Karlovy Vary, Czech Republic","language":"English","usgsCitation":"Foglia, L., Burlando, P., Hill, M.C., and Mehl, S., 2004, Calibration strategies for a groundwater model in a highly dynamic alpine floodplain,  International Conference on Finite-Element Models, MODFLOW, and More 2004, Karlovy Vary, Czech Republic, September 13-16, p. 1-4.","productDescription":"4 p.","startPage":"1","endPage":"4","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":344110,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5971c1c6e4b0ec1a4885daf2","contributors":{"authors":[{"text":"Foglia, L.","contributorId":6251,"corporation":false,"usgs":true,"family":"Foglia","given":"L.","affiliations":[],"preferred":false,"id":705805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burlando, P.","contributorId":29209,"corporation":false,"usgs":true,"family":"Burlando","given":"P.","affiliations":[],"preferred":false,"id":705806,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hill, Mary C. mchill@usgs.gov","contributorId":974,"corporation":false,"usgs":true,"family":"Hill","given":"Mary","email":"mchill@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":705807,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mehl, S.","contributorId":20114,"corporation":false,"usgs":true,"family":"Mehl","given":"S.","affiliations":[],"preferred":false,"id":705808,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70200837,"text":"70200837 - 2004 - Icelandic analogs to Martian flood lavas","interactions":[],"lastModifiedDate":"2018-11-13T14:06:37","indexId":"70200837","displayToPublicDate":"2004-11-23T10:50:42","publicationYear":"2004","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":"Icelandic analogs to Martian flood lavas","docAbstract":"<p><span id=\"_mce_caret\" data-mce-bogus=\"1\" data-mce-type=\"format-caret\"><span class=\"paraNumber\"><span></span></span></span><span>We report on new field observations from Icelandic lava flows that have the same surface morphology as many Martian flood lava flows. The Martian flood lavas are characterized by a platy‐ridged surface morphology whose formation is not well understood. The examples on Mars include some of the most pristine lava on the planet and flows &gt;1500 km long. The surfaces of the flows are characterized by (1) ridges tens of meters tall and wide and hundreds of meters long, (2) plates hundreds of meters to kilometers across that are bounded by ridges, (3) smooth surfaces broken into polygons several meters across and bowed up slightly in the center, (4) parallel grooves 1–10 km long cut into the flow surface by flow past obstacles, and (5) inflated pahoehoe margins. The Icelandic examples we examined (the 1783–1784 Laki Flow Field, the Búrfells Lava Flow Field by Lake Myvatn, and a lava flow from Krafla Volcano) have all these surface characteristics. When examined in detail, we find that the surfaces of the Icelandic examples are composed primarily of disrupted pahoehoe. In some cases the breccia consists of simple slabs of pahoehoe lava; in other cases it is a thick layer dominated by contorted fragments of pahoehoe lobes. Our field observations lead us to conclude that these breccias are formed by the disruption of an initial pahoehoe surface by a large flux of liquid lava within the flow. In the case of Laki, the lava flux was provided by surges in the erupted effusion rate. At Búrfells it appears that the rapid flow came from the sudden breaching of the margins of a large ponded lava flow. Using the observations from Iceland, we have improved our earlier thermal modeling of the Martian flood lavas. We now conclude that these platy‐ridged lava flows may have been quite thermally efficient, allowing the flow to extend for &gt;100 km under a disrupted crust that was carried on top of the flow.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/2004GC000758","usgsCitation":"Keszthelyi, L., Thordarson, T., McEwen, A., Haack, H., Guilbaud, M., Self, S., and Rossi, M.J., 2004, Icelandic analogs to Martian flood lavas: Geochemistry, Geophysics, Geosystems, v. 5, no. 11, 32 p., https://doi.org/10.1029/2004GC000758.","productDescription":"32 p.","costCenters":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"links":[{"id":478010,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"https://www.research.ed.ac.uk/en/publications/22f017cf-6764-4fb1-8fbc-bab43146dda7","text":"External Repository"},{"id":359223,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"5","issue":"11","noUsgsAuthors":false,"publicationDate":"2004-11-23","publicationStatus":"PW","scienceBaseUri":"5be2b6b1e4b0b3fc5cf5b0ca","contributors":{"authors":[{"text":"Keszthelyi, Laszlo P. 0000-0003-1879-4331 laz@usgs.gov","orcid":"https://orcid.org/0000-0003-1879-4331","contributorId":52802,"corporation":false,"usgs":true,"family":"Keszthelyi","given":"Laszlo P.","email":"laz@usgs.gov","affiliations":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"preferred":true,"id":750835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, Thorvaldur","contributorId":197925,"corporation":false,"usgs":false,"family":"Thordarson","given":"Thorvaldur","email":"","affiliations":[{"id":35089,"text":"Institute of Earth Sciences, Nordvulk, University of Iceland","active":true,"usgs":false}],"preferred":false,"id":750836,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McEwen, Alfred","contributorId":59723,"corporation":false,"usgs":true,"family":"McEwen","given":"Alfred","affiliations":[],"preferred":false,"id":750837,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Haack, Henning","contributorId":210480,"corporation":false,"usgs":false,"family":"Haack","given":"Henning","email":"","affiliations":[],"preferred":false,"id":750838,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Guilbaud, Marie-Noelle","contributorId":210481,"corporation":false,"usgs":false,"family":"Guilbaud","given":"Marie-Noelle","email":"","affiliations":[],"preferred":false,"id":750839,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Self, Stephen","contributorId":191218,"corporation":false,"usgs":false,"family":"Self","given":"Stephen","email":"","affiliations":[],"preferred":false,"id":750840,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Rossi, Matti J.","contributorId":210482,"corporation":false,"usgs":false,"family":"Rossi","given":"Matti","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":750841,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":70045,"text":"ofr20041321 - 2004 - Topogrid Derived 10 Meter Resolution Digital Elevation Model of the Shenandoah National Park and Surrounding Region, Virginia","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ofr20041321","displayToPublicDate":"2004-11-11T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1321","title":"Topogrid Derived 10 Meter Resolution Digital Elevation Model of the Shenandoah National Park and Surrounding Region, Virginia","docAbstract":"Explanation\r\n\r\nThe purpose of developing a new 10m resolution DEM of the Shenandoah National Park Region was to more accurately depict geologic structure, surfical geology, and landforms of the Shenandoah National Park Region in preparation for automated landform classification. Previously, only a 30m resolution DEM was available through the National Elevation Dataset (NED). During production of the Shenandoah10m DEM of the Park the Geography Discipline of the USGS completed a revised 10m DEM to be included into the NED. However, different methodologies were used to produce the two similar DEMs. The ANUDEM algorithm was used to develop the Shenadoah DEM data. This algorithm allows for the inclusion of contours, streams, rivers, lake and water body polygons as well as spot height data to control the elevation model. A statistical analysis using over 800 National Geodetic Survey (NGS) first and second order vertical control points reveals that the Shenandoah10m DEM, produced as a part of the Appalachian Blue Ridge Landscape project, has a vertical accuracy of ?4.87 meters. The metadata for the 10m NED data reports a vertical accuracy of ?7m. A table listing the NGS control points, the elevation comparison, and the RMSE for the Shenandoah10m DEM is provided.\r\n\r\nThe process of automated terrain classification involves developing statistical signatures from the DEM for each type of surficial deposit and landform type. The signature will be a measure of several characteristics derived from the elevation data including slope, aspect, planform curvature, and profile curvature. The quality of the DEM is of critical importance when extracting terrain signatures. The highest possible horizontal and vertical accuracy is required. The more accurate Shenandoah 10m DEM can now be analyzed and integrated with the geologic observations to yield statistical correlations between the two in the development of landform and surface geology mapping projects.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20041321","usgsCitation":"Chirico, P., and Tanner, S.D., 2004, Topogrid Derived 10 Meter Resolution Digital Elevation Model of the Shenandoah National Park and Surrounding Region, Virginia: U.S. Geological Survey Open-File Report 2004-1321, Available on DVD-ROM or online, https://doi.org/10.3133/ofr20041321.","productDescription":"Available on DVD-ROM or online","additionalOnlineFiles":"Y","costCenters":[{"id":231,"text":"Earth Surface Processes Terrain Modeling and Geographic Analysis Project","active":false,"usgs":true}],"links":[{"id":186484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":9831,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://geology.er.usgs.gov/eespteam/terrainmodeling/ofr04_1321.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"1","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -79,38 ], [ -79,39 ], [ -78,39 ], [ -78,38 ], [ -79,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629b29","contributors":{"authors":[{"text":"Chirico, Peter G.","contributorId":27086,"corporation":false,"usgs":true,"family":"Chirico","given":"Peter G.","affiliations":[],"preferred":false,"id":281749,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tanner, Seth D.","contributorId":30297,"corporation":false,"usgs":true,"family":"Tanner","given":"Seth","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":281750,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70046,"text":"ofr20041320 - 2004 - LIDAR derived 5m resolution bare earth and first return digital elevation model of the Paine Run Watershed, Augusta County, Virginia","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ofr20041320","displayToPublicDate":"2004-11-11T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1320","title":"LIDAR derived 5m resolution bare earth and first return digital elevation model of the Paine Run Watershed, Augusta County, Virginia","language":"ENGLISH","doi":"10.3133/ofr20041320","usgsCitation":"Chirico, P., 2004, LIDAR derived 5m resolution bare earth and first return digital elevation model of the Paine Run Watershed, Augusta County, Virginia: U.S. Geological Survey Open-File Report 2004-1320, CD-ROM, https://doi.org/10.3133/ofr20041320.","productDescription":"CD-ROM","costCenters":[],"links":[{"id":6730,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://geology.er.usgs.gov/eespteam/smoky/ResearchAreas/shenandoah/04_1320/","linkFileType":{"id":5,"text":"html"}},{"id":186485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -78.85,38.166666666666664 ], [ -78.85,38.28333333333333 ], [ -78.71666666666667,38.28333333333333 ], [ -78.71666666666667,38.166666666666664 ], [ -78.85,38.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b473d","contributors":{"authors":[{"text":"Chirico, Peter G.","contributorId":27086,"corporation":false,"usgs":true,"family":"Chirico","given":"Peter G.","affiliations":[],"preferred":false,"id":281751,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70199723,"text":"70199723 - 2004 - Transtensional deformation in the Lake Tahoe region, California and Nevada, USA","interactions":[],"lastModifiedDate":"2018-09-26T12:08:18","indexId":"70199723","displayToPublicDate":"2004-11-08T12:07:38","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3525,"text":"Tectonophysics","active":true,"publicationSubtype":{"id":10}},"title":"Transtensional deformation in the Lake Tahoe region, California and Nevada, USA","docAbstract":"<p>Dextral transtensional deformation is occurring along the Sierra Nevada–Great Basin boundary zone (SNGBBZ) at the eastern edge of the Sierra Nevada microplate. In the Lake Tahoe region of the SNGBBZ, transtension is partitioned spatially and temporally into domains of north–south striking normal faults and transitional domains with conjugate strike-slip faults. The normal fault domains, which have had large Holocene earthquakes but account only for background seismicity in the historic period, primarily accommodate east–west extension, while the transitional domains, which have had moderate Holocene and historic earthquakes and are currently seismically active, primarily record north–south shortening. Through partitioned slip, the upper crust in this region undergoes overall constrictional strain.</p><p>Major fault zones within the Lake Tahoe basin include two normal fault zones: the northwest-trending Tahoe–Sierra frontal fault zone (TSFFZ) and the north-trending West Tahoe–Dollar Point fault zone. Most faults in these zones show eastside down displacements. Both of these fault zones show evidence of Holocene earthquakes but are relatively quiet seismically through the historic record. The northeast-trending North Tahoe–Incline Village fault zone is a major normal to sinistral-oblique fault zone. This fault zone shows evidence for large Holocene earthquakes and based on the historic record is seismically active at the microearthquake level. The zone forms the boundary between the Lake Tahoe normal fault domain to the south and the Truckee transition zone to the north.</p><p>Several lines of evidence, including both geology and historic seismicity, indicate that the seismically active Truckee and Gardnerville transition zones, north and southeast of Lake Tahoe basin, respectively, are undergoing north–south shortening. In addition, the central Carson Range, a major north-trending range block between two large normal fault zones, shows internal fault patterns that suggest the range is undergoing north–south shortening in addition to east–west extension.</p><p>A model capable of explaining the spatial and temporal partitioning of slip suggests that seismic behavior in the region alternates between two modes, one mode characterized by an east–west minimum principal stress and a north–south maximum principal stress as at present. In this mode, seismicity and small-scale faulting reflecting north–south shortening concentrate in mechanically weak transition zones with primarily strike-slip faulting in relatively small-magnitude events, and domains with major normal faults are relatively quiet. A second mode occurs after sufficient north–south shortening reduces the north–south<span>&nbsp;</span><i>S</i><sub>hmax</sub><span>&nbsp;</span>in magnitude until it is less than<span>&nbsp;</span><i>S</i><sub>v</sub>, at which point<span>&nbsp;</span><i>S</i><sub>v</sub><span>&nbsp;</span>becomes the maximum principal stress. This second mode is then characterized by large earthquakes on major normal faults in the large normal fault domains, which dominate the overall moment release in the region, producing significant east–west extension.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/j.tecto.2004.04.019","usgsCitation":"Schweickert, R.A., Lahren, M., Smith, K., Howle, J., and Ichinose, G., 2004, Transtensional deformation in the Lake Tahoe region, California and Nevada, USA: Tectonophysics, v. 392, no. 1-2, p. 303-323, https://doi.org/10.1016/j.tecto.2004.04.019.","productDescription":"21 p.","startPage":"303","endPage":"323","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":357761,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","volume":"392","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5c10e7a1e4b034bf6a8004dc","contributors":{"authors":[{"text":"Schweickert, Richard A.","contributorId":60107,"corporation":false,"usgs":true,"family":"Schweickert","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":746333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lahren, M.M.","contributorId":24154,"corporation":false,"usgs":true,"family":"Lahren","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":746334,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smith, K.D.","contributorId":64003,"corporation":false,"usgs":true,"family":"Smith","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":746335,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Howle, J. F. 0000-0003-0491-6203","orcid":"https://orcid.org/0000-0003-0491-6203","contributorId":66294,"corporation":false,"usgs":true,"family":"Howle","given":"J. F.","affiliations":[],"preferred":false,"id":746336,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Ichinose, G.","contributorId":208197,"corporation":false,"usgs":false,"family":"Ichinose","given":"G.","email":"","affiliations":[],"preferred":false,"id":746337,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70206448,"text":"70206448 - 2004 - Topographic controls on post-Oligocene changes in ice-sheet dynamics, Prydz Bay region, east Antarctica","interactions":[],"lastModifiedDate":"2019-11-12T13:04:01","indexId":"70206448","displayToPublicDate":"2004-11-04T14:02:29","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1796,"text":"Geology","active":true,"publicationSubtype":{"id":10}},"title":"Topographic controls on post-Oligocene changes in ice-sheet dynamics, Prydz Bay region, east Antarctica","docAbstract":"<p><span>Within the general trend of post-Eocene cooling, the largest and oldest outlet of the East Antarctic Ice Sheet underwent a change from ice-cliff to ice-stream and/or ice-shelf dynamics, with an associated switch from line-source to fan sedimentation. Available geological data reveal little about the causes of these changes in ice dynamics during the Miocene Epoch, or the subsequent effects on Pliocene-Pleistocene ice-sheet history. Ice-sheet numerical modeling reveals that bed morphology was probably responsible for driving changes in both ice-sheet extent and dynamics in the Lambert-Amery system at Prydz Bay. The modeling shows how the topography and bathymetry of the Lambert graben and Prydz Bay control ice-sheet extent and flow. The changes in bathymetric volume required for shelf-edge glaciation correlate well with the Prydz Channel fan sedimentation history. This suggests a negative feedback between erosion and glaciation, whereby the current graben is overdeepened to such an extent that shelf-edge glaciation is now not possible, even if a Last Glacial Maximum environment recurs. We conclude that the erosional history of the Lambert graben and Prydz Bay in combination with the uplift histories of the surrounding mountains are responsible for the evolution of this section of the East Antarctic Ice Sheet, once the necessary initial climatic conditions for glaciation were achieved at the start of the Oligocene Epoch. Keywords: Antarctica, ice sheets, numerical models, Miocene, Pliocene.</span></p>","language":"English","publisher":" Geological Society of America","doi":"10.1130/G20275.1","usgsCitation":"Taylor, J., Siegert, M., Payne, A.J., Hambrey, M.J., O’Brien, P., Cooper, A.K., and Leitchenkov, G., 2004, Topographic controls on post-Oligocene changes in ice-sheet dynamics, Prydz Bay region, east Antarctica: Geology, v. 32, no. 3, p. 197-200, https://doi.org/10.1130/G20275.1.","productDescription":"4 p.","startPage":"197","endPage":"200","costCenters":[],"links":[{"id":478012,"rank":0,"type":{"id":41,"text":"Open Access External Repository Page"},"url":"https://pure.aber.ac.uk/ws/files/100588/Taylor_Geology_2004.pdf","text":"External Repository"},{"id":368930,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"Antartica","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              108.28125,\n              -75.75894014501687\n            ],\n            [\n              177.5390625,\n              -75.75894014501687\n            ],\n            [\n              177.5390625,\n              -64.62387720204688\n            ],\n            [\n              108.28125,\n              -64.62387720204688\n            ],\n            [\n              108.28125,\n              -75.75894014501687\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"32","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Taylor, J.","contributorId":86138,"corporation":false,"usgs":true,"family":"Taylor","given":"J.","affiliations":[],"preferred":false,"id":774597,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siegert, M","contributorId":220263,"corporation":false,"usgs":false,"family":"Siegert","given":"M","email":"","affiliations":[],"preferred":false,"id":774598,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Payne, A. 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,{"id":70185648,"text":"70185648 - 2004 - Assessing conceptual models for subsurface reactive transport of inorganic contaminants","interactions":[],"lastModifiedDate":"2018-02-21T14:56:18","indexId":"70185648","displayToPublicDate":"2004-11-02T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1578,"text":"Eos, Transactions, American Geophysical Union","onlineIssn":"2324-9250","printIssn":"0096-394","active":true,"publicationSubtype":{"id":10}},"title":"Assessing conceptual models for subsurface reactive transport of inorganic contaminants","docAbstract":"<p>In many subsurface situations where human health and environmental quality are at risk (e.g., contaminant hydrogeology petroleum extraction, carbon sequestration, etc.),scientists and engineers are being asked by federal agency decision-makers to predict the fate of chemical species under conditions where both reactions and transport are processes of first-order importance.</p><p>In 2002, a working group (WG) was formed by representatives of the U.S. Geological Survey, Environmental Protection Agency, Department of Energy Nuclear Regulatory Commission, Department of Agriculture, and Army Engineer Research and Development Center to assess the role of reactive transport modeling (RTM) in addressing these situations. Specifically the goals of the WG are to (1) evaluate the state of the art in conceptual model development and parameterization for RTM, as applied to soil,vadose zone, and groundwater systems, and (2) prioritize research directions that would enhance the practical utility of RTM.</p>","language":"English","publisher":"Wiley","doi":"10.1029/2004EO440002","usgsCitation":"Davis, J., Yabusaki, S.B., Steefel, C., Zachara, J.M., Curtis, G.P., Redden, G.D., Criscenti, L.J., and Honeyman, B.D., 2004, Assessing conceptual models for subsurface reactive transport of inorganic contaminants: Eos, Transactions, American Geophysical Union, v. 85, no. 44, p. 449-445, https://doi.org/10.1029/2004EO440002.","productDescription":"7 p. 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