Sample records for rfc sand creek

  1. RFC Sand Creek Development LLC | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I GeothermalPotentialBiopowerSolidGenerationMethodInformationeNevada <REC SolarRFMD Jump to:RF MicroRFC

  2. EA-1978: Sand Creek Winds, McCone County, Montana

    Broader source: Energy.gov [DOE]

    Western Area Power Administration (Western) is preparing an EA to analyze the potential environmental impacts of the proposed Sand Creek Winds Project, a 75-MW wind farm between the towns of Circle and Wolf Point in McCone County, Montana. The proposed wind farm would interconnect to Western’s existing Wolf Point to Circle 115-kV transmission line approximately 18 miles north of Wolf Point.

  3. Synthesizing intonation using the RFC model. 

    E-Print Network [OSTI]

    Taylor, Paul A

    1993-01-01T23:59:59.000Z

    This paper describes an implementation of the rise/fall/connection (RFC) model of intonation for use in the speech synthesis component of a machine interpretation system. The phonological input is described, as is the ...

  4. Architecture Progress Future Work RFC Architecture and Implementation of SAFE

    E-Print Network [OSTI]

    Perrone, Luiz Felipe

    ;Architecture Progress Future Work RFC Run Length Detection EEM responsible for run length detection. User must Progress Future Work RFC IPC Overview #12;Architecture Progress Future Work RFC EEM - Client IPC Communicates with the EEM via a TCP socket. Notify the EEM at startup of system information. Notify the EEM

  5. Albeni Falls-Sand Creek

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office511041cloth DocumentationProducts (VAP) VAP7-0973ManagedStrategic GrowthAlbany-Eugene-Rebuild-Project

  6. Property:EIA/861/NercRfc | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to: navigation,PillarPublicationType JumpDOEInvolve JumpallowedAltFuelVehicleNercRfc Jump to:

  7. Camel Creek Minnamoolka

    E-Print Network [OSTI]

    Greenslade, Diana

    Creek Tr ebonne California Ly nd Hellhole Pac ksad dle Little Star River Ella M ic hael Davidson M eunga Echo Mid dle Leich hardt Blund er NobCreek Stony Barron Martin Deception Paddys Creek Broken River

  8. 18 years of restoration on Codornices Creek

    E-Print Network [OSTI]

    Fullmer, Chris

    2008-01-01T23:59:59.000Z

    Friends of Five Creeks Projects."  Friends of Five Creeks.  Friends of Five Creeks.  25 Nov.   2008 Creeks  Council.  Urban Creeks 

  9. Squeezer Creek.indd

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    critical habitat for bull trout and westslope cutthroat trout in a reach of Squeezer Creek in Lake County. Squeezer Creek provides high-quality cold water habitat for native fi...

  10. SAND REPORT SAND2002-xxxx

    E-Print Network [OSTI]

    Istrail, Sorin

    SAND REPORT SAND2002-xxxx Unlimited Release August 2002 Discrete Optimization Models for Protein by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  11. Thompson Creek, Poway, California THOMPSON CREEK GROUNDWATER SUSTAINABILITY STUDY

    E-Print Network [OSTI]

    Ponce, V. Miguel

    Thompson Creek, Poway, California THOMPSON CREEK GROUNDWATER SUSTAINABILITY STUDY Victor M. Ponce 07 May 2012 #12;EXECUTIVE SUMMARY The groundwater resources of Thompson Creek, in Poway, California. Significantly, a spring in Lower Thompson Creek, documented by USGS in the 1980s, is no longer there. Aquifer

  12. Canasawacta Creek Project: Chenango County, New York

    E-Print Network [OSTI]

    O’Reilly, Mary; MacEwan, David; Greco, Brandon; Nelson, Debra; Long, George; Rowen, John

    2007-01-01T23:59:59.000Z

    Abstract: The Canasawacta Creek Watershed Initiative grewthe inhabitants of the creek valley. Rather than continuefour mile stretch of the creek was performed in early June,

  13. Spooner creek restoration and fish ladder

    E-Print Network [OSTI]

    Moore, Tom

    2003-01-01T23:59:59.000Z

    SPOONER CREEK RESTORATION AND FISH LADDER Tom Moore (Phone:847-3132 Abstract Spooner Creek is a dendritic second orderflows into Cattaraugus Creek, a tributary of Lake Erie.

  14. Biodiversity Corridors in Alamo Creek, Vacaville, California

    E-Print Network [OSTI]

    Urrechaga, Jose; Wei, Xinghan

    2012-01-01T23:59:59.000Z

    Horn, Oct, 2003 4.   Alamo Creek final report, 2005 5.  Biodiversity Corridors in Alamo Creek, Vacaville, Californiabiodiversity corridors along the creek in the city and uses

  15. Daylighting Islais Creek : a feasibility study

    E-Print Network [OSTI]

    Jencks, Rosey; Leonardson, Rebecca

    2004-01-01T23:59:59.000Z

    for daylighting the creek and other green infrastructure.Daylighting Islais Creek for stormwater conveyance wouldGlen Park Cayuga Islais Creek Runoff Elev. Slope coeff.

  16. Camas Creek.indd

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    would connect two separate protect- ed areas owned by the Idaho Department of Fish and Game, creating a contiguous wildlife area of almost 5,000 acres. Camas Creek and...

  17. CRADIT FARM DRIVE CREEK DRIVE

    E-Print Network [OSTI]

    Davis, H. Floyd

    CRADIT FARM DRIVE THURSTON CREEK DRIVE CENTRALAVENUE ENUE UNIVERSITY AVENUE EASTAVENUE FOREST HOME CREEK DRIVE CENTRALAVENUE ENUE UNIVERSITY AVENUE EASTAVENUE FOREST HOME DRIVE HIGHLAND ROBERTS PLACE GARDEN DEANS ARTS QUAD RAWLINGS GREEN R. URIS GARDEN AG QUAD BIOLOGY BEEBE LAK FALL CREEK Clark Hall Olin

  18. Historical narratives of Big Chico Creek Watershed Alliance and Butte Creek Watershed Conservancy

    E-Print Network [OSTI]

    King, Mary Ann; Matz, Mike

    2003-01-01T23:59:59.000Z

    Passage on Upper Butte Creek: An Assessment of the NaturalHistorical Narratives of Big Chico Creek Watershed Allianceand Butte Creek Watershed Conservancy Mary Ann King and Mike

  19. Codornices Creek Corridor: Land Use Regulation, Creek Restoration, and their Impacts on the Residents’ Perceptions

    E-Print Network [OSTI]

    Stokenberga, Aiga; Sen, Arijit

    2013-01-01T23:59:59.000Z

    Restoration on Codornices Creek. Restoration of Rivers andHarper Colophon. Cordonices Creek Corridor Haggerty, L.Associates. 2003. Codornices Creek Watershed Restoration

  20. Along Sausal Creek : an assessment of vegetation, habitat, and morphology of an adopted urban creek

    E-Print Network [OSTI]

    Chanse, Vikki; Herron, Christy

    2003-01-01T23:59:59.000Z

    Lower Reaches of Sausal Creek, Oakland, California." ReportInstitute and Friends of Sausal Creek. Paulsell, Karen.2003. “Sausal Creek Revegetation Project Understory

  1. Tar sand

    SciTech Connect (OSTI)

    McLendon, T.R.; Bartke, T.C.

    1990-01-01T23:59:59.000Z

    Research on tar sand is briefly discussed. The research program supported by the US Department of Energy (DOE) includes a variety of surface extraction schemes. The University of Utah has process development units (PDU) employing fluidized bed, hot, water-assisted, and fluidized-bed/heat-pipe, coupled combustor technology. Considerable process variable test data have been gathered on these systems: (1) a rotary kiln unit has been built recently; (2) solvent extraction processing is being examined; and (3) an advanced hydrogenation upgrading scheme (hydropyrolysis) has been developed. The University of Arkansas, in collaboration with Diversified Petroleum, Inc., has been working on a fatty acid, solvent extraction process. Oleic acid is the solvent/surfactant. Solvent is recovered by adjusting processing fluid concentrations to separate without expensive operations. Western Research Institute has a PDU-scale scheme called the Recycle Oil Pyrolysis and Extraction (ROPE) process, which combines solvent (hot recycle bitumen) and pyrolytic extraction. 14 refs., 19 figs.

  2. Manufacturing Battle Creek

    E-Print Network [OSTI]

    de Doncker, Elise

    to the manufacturing sector in Western Michigan. In addition to serving as director of the MRC, Dr. Patten is alsoManufacturing Research Center Kalamazoo Battle Creek The College of Engineering and Applied Sciences The Supporting manufacturing industries by providing opportunities for collaboration with faculty

  3. Hydrology and channel form of an urban creek : Rheem Creek in the context of restoration efforts

    E-Print Network [OSTI]

    Balazs, Carolina; Lang, Micah

    2005-01-01T23:59:59.000Z

    of Reach 3 Hydrology and Channel Form of an Urban Creek:Rheem Creek in the Context of Restoration Efforts CarolinaChannel Form of an Urban Creek: Rheem Creek in the Context

  4. DNA structure(s) recognized and bound by large subunit of Replication Factor C (ls RFC) in Drosophila melanogaster

    E-Print Network [OSTI]

    Gaur, Lalit Kumar

    1995-01-01T23:59:59.000Z

    DNA STRUCTURE(S) RECOGNIZED AND BOUND BY LARGE SUBUNIT OF REPLICATION FACTOR C (IsRFC) IN DROSOPHILA MELANOGASTER A Thesis by LALIT KUMAR GAUR Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment... ARM University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Approved as to style and content by: n Hardin (C ai f Committee) Helmut Sauer (Me er) t Robert D. Wells (Member) Hardin ember) Terry Thomas...

  5. Channel incision in Rodeo Creek, Marin County

    E-Print Network [OSTI]

    Bass, Phoebe; Choy, Min

    2004-01-01T23:59:59.000Z

    on the Wetlands of Rodeo Creek in the Marin Headlands,channel. Cross Section 3 Rodeo Creek is 5 ft wide at Cross1.55 ft deep. Here, Rodeo Creek is a small channel running

  6. Willow Creek - Sept 2009.indd

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Willow Creek land acquisition protects habitat in Willamette Valley The Bonneville Power Administration is working with The Nature Conservancy to acquire and manage a 10-acre...

  7. SAND REPORT SAND2005-7937

    E-Print Network [OSTI]

    systems, but remain unlikely given the difficulty in operating large infrastructures even with modern Supervisory Control And Data Acquisition (SCADA) systems. The solution is management by distributed softwareSAND REPORT SAND2005-7937 Unlimited Release Printed January 2006 Agent-Based Control of Distributed

  8. SAND REPORT SAND2001-3515

    E-Print Network [OSTI]

    Hart, William E.

    SAND REPORT SAND2001-3515 Unlimited Release Printed April 2002 DAKOTA, A Multilevel Parallel Object by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  9. SAND REPORT SAND2001-3796

    E-Print Network [OSTI]

    Hart, William E.

    SAND REPORT SAND2001-3796 Unlimited Release Printed April 2002 DAKOTA, A Multilevel Parallel Object by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  10. SAND REPORT SAND2004-2871

    E-Print Network [OSTI]

    Bochev, Pavel

    SAND REPORT SAND2004-2871 Unlimited Release August 19, 2004 A Mathematical Framework for Multiscale Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further dissemination unlimited. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  11. SAND REPORT SAND2003-0112

    E-Print Network [OSTI]

    Fuerschbach, Phillip

    SAND REPORT SAND2003-0112 Unlimited Release Printed January 2003 Cold War Context Statement Sandia of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  12. SAND REPORT SAND2003-3410

    E-Print Network [OSTI]

    Ho, Cliff

    SAND REPORT SAND2003-3410 Unlimited Release Printed September 2003 Chemiresistor Microsensors for In-Situ Monitoring of Volatile Organic Compounds: Final LDRD Report Clifford K. Ho, Lucas K. Mc Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further dissemination

  13. SAND REPORT SAND2001-3514

    E-Print Network [OSTI]

    Hart, William E.

    SAND REPORT SAND2001-3514 Unlimited Release Printed April 2002 DAKOTA, A Multilevel Parallel Object by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  14. SAND REPORT SAND2003-2927

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SAND REPORT SAND2003-2927 Unlimited Release Printed August 2003 An Overview of Trilinos Michael Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further dissemination unlimited. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  15. SAND REPORT SAND2004-1777

    E-Print Network [OSTI]

    Walker, Homer F.

    SAND REPORT SAND2004-1777 Unlimited Release Printed May 2004 Globalization techniques for Newton by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  16. SAND REPORT SAND2003-0799

    E-Print Network [OSTI]

    Ho, Cliff

    SAND REPORT SAND2003-0799 Unlimited Release Printed March 2003 Field Demonstrations Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further dissemination unlimited. #12;2 Issued by Sandia National Laboratories, operated for the United States Department of Energy

  17. Road-crossing restoration on alluvial creeks in the Klamath National Forest, California

    E-Print Network [OSTI]

    Lawrence, Justin E

    2008-01-01T23:59:59.000Z

    National Forest of northern California. Upper Elk CreekBishop CreekStanza Creek Upper Boulder Creek Lower Boulder Creek Cecil

  18. Idaho_ColdwaterCreek

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOEThe Bonneville PowerCherries 82981-1cnHigh School footballHydrogenIT | NationalMentoringWind PowerColdwater Creek

  19. R E l E a s E d on rfcEist but intEndEd for USE

    E-Print Network [OSTI]

    R E l E a s E d on rfcEist but intEndEd for USE h r 53 1926 MailEd April 28,19267 :mE YXAl i l l 1 E t through 50 pEr cEnt. of thE sunshin, SaYS Dr. A. Angstrom, w i l l stop 80 t o 90 pEr cmt. of t h E outgoing radiatioil from thE Earth. UP than t o hold day tErnpErLturEs down. Obviously

  20. The implementation of the Lower Silver Creek watershed project

    E-Print Network [OSTI]

    Keenan, Christina; McPherson, Mariah

    2003-01-01T23:59:59.000Z

    Measures on Lower Silver Creek Interim Project. San Jose,Valley Water District. May 1978. Lower Silver Creek, LakeCunningham, Thompson Creek Planning Survey consisting of

  1. Evolution of a Compound Channel: Tassajara Creek, Dublin, California

    E-Print Network [OSTI]

    Butler, Nathaniel L.; Nolan, Lindsey

    2007-01-01T23:59:59.000Z

    Morphology in the Tassajara Creek Restoration Project Area:Back: Monitoring the Tassajara Creek Restoration Project. UCBed Elevation Tassajara Creek. UC Berkeley Water Resources

  2. Restoration With Reference: Rediscovering Cerrito Creek in Blake Garden

    E-Print Network [OSTI]

    Ludy, Jessica; Podolak, Kristen

    2007-01-01T23:59:59.000Z

    W10301. Figure 1: Historical Map of Cerrito Creek (Friendsof Five Creeks). Figure 2:and watershed contribution to creek reach in Blake garden

  3. Post-project appraisal of Martin Canyon Creek restoration

    E-Print Network [OSTI]

    Wagner, Wayne; Roseman, Jesse

    2006-01-01T23:59:59.000Z

    Ltd. 1999. Martin Canyon Creek Stream Restoration Owner’sAppraisal of Martin Canyon Creek Restoration Final ProjectDublin, California, Martin Canyon Creek is a small tributary

  4. Post Project Appraisal of Cerrito Creek at El Cerrito Plaza

    E-Print Network [OSTI]

    Berndt, Sarah; Smith, Fran

    2005-01-01T23:59:59.000Z

    Project Appraisal of Cerrito Creek at El Cerrito Plaza FINALAppraisal (PPA) of the Cerrito Creek Restoration Project atlighted section of Cerrito Creek (approximately 700 feet in

  5. Post Project Analysis of a Restored Reach of Redwood Creek

    E-Print Network [OSTI]

    Docto, Mia; Corvillon, Daniela Pena

    2012-01-01T23:59:59.000Z

    Inventory  Report  of  Redwood   Creek   Post ProjectAssessment of Redwood Creek Figures Figure 1. Watershed MapFan Conceptual Model Redwood Creek Stream Crossing Removal

  6. Optimal Nonpoint Source Monitoring: An Application to Redwood Creek

    E-Print Network [OSTI]

    Howitt, Richard E

    2000-01-01T23:59:59.000Z

    Application to Redwood Creek By Richard E. Howitt Departmentloading data for Redwood Creek, which flows into and throughcontrol model for Redwood Creek. We simulate the sediment

  7. Archaeological Investigations in Northern San Diego County, California: Frey Creek

    E-Print Network [OSTI]

    True, D. L; Waugh, G.

    1981-01-01T23:59:59.000Z

    and material. FREY CREEK Fig. 14. Artifacts recovered fromCounty, California: Frey Creek D. L. TRUE G. WAUGH S URVEYSand material. FREY CREEK Table 11 ARTIFACT DISTRIBUTION,

  8. Continued monitoring of the Tassajara Creek restoration project 2004

    E-Print Network [OSTI]

    Oden, Matt; DeHollan, Aurel

    2004-01-01T23:59:59.000Z

    Morphology in the Tassajara Creek Restoration Project Area:Back: Monitoring the Tassajara Creek Restoration Project. UCBed Elevation Tassajara Creek. UC Berkeley Water Resources

  9. The removal of Saeltzer Dam on Clear Creek : an update

    E-Print Network [OSTI]

    Ferry, Mike; Miller, Peter

    2003-01-01T23:59:59.000Z

    Fish Passage Project: Clear Creek, Shasta County. Norman S.Management 1996 Lower Clear Creek Watershed Analysis, BureauMatthews &Associates 1999 Clear Creek Rehabilitation Project

  10. Tassajara Creek restoration project: Continued riparian habitat monitoring

    E-Print Network [OSTI]

    Trinh, Michelle; Percelay, Julie

    2008-01-01T23:59:59.000Z

    Consulting. 2001. Tassajara Creek Restoration Project AnnualMorphology in the Tassajara Creek Restoration Project Area:back: Monitoring the Tassajara Creek Restoration Project. UC

  11. Looking forward, looking back : monitoring the Tassajara Creek Restoration Project

    E-Print Network [OSTI]

    Krofta, Chad; Novotney, Michael

    2003-01-01T23:59:59.000Z

    Station Elev. Tassajara Creek Long Profile Compiled SurveyImprovement Plans for Tassajara Creek Restoration. Downs, P.Morphology in the Tassajara Creek Restoration Project Area:

  12. Assessing the Feasibility of Creek Daylighting in San Francisco, Part II: A Preliminary Analysis of Yosemite Creek

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

    Lucas. 2006. Islais Creek reinterpreted: An exploration ofwould be triggered? If the creek conveys stormwater runoff,2004. Daylighting Islais Creek: a feasibility study.

  13. Case Study: Goose Creek CISD

    E-Print Network [OSTI]

    White, D.

    2014-01-01T23:59:59.000Z

    GOOSE CREEK CISD FINANCIALS • $4,866,124 project • $600k annual savings • 5,954,383 kWh annual savings IMPROVEMENTS • Lighting and water efficiency, computer power management, HVAC, controls redesign case study McKinstry first worked with Goose... Creek CISD performing retro-commissioning through the Centerpoint/Nexant RCx rebate program. McKinstry found additional projects with good returns on investment, warranting a performance contract. Working with the district to apply for the State...

  14. SAND78-1563

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    to current standards. SAND78-1563 VIND CHARACTERISTICS FOR FIELD TESTING OF WIND ENERGY CONVERSION SYSTEMS Robert E. Akins Environmental Research Division Sandia...

  15. SAND90-7111

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    M. Gregorek Department of Aeronautical and Astronautical Engineering The Ohio State University Columbus, OH 43220 SNLA LIBRARY II lllll 1 III SAND90-7111 Printed April 1991...

  16. Groundwater contamination near the Hoe Creek UCG experiments

    SciTech Connect (OSTI)

    Wang, F.T.; Mead, S.W.; Stuermer, D.H.

    1981-01-01T23:59:59.000Z

    It has been shown that underground coal gasification (UCG) may introduce a broad range of residual gasification products into the groundwater of a coal aquifer. Sorption of many contaminants by the coal itself is an important factor in restricting the migration of these contaminants in the groundwater. However, our field studies, conducted at Lawrence Livermore National Laboratory's Hoe Creek site, have shown that sorption of organic compounds by coal is not as effective as expected, perhaps because the coal surface area is limited. Furthermore, if severe roof collapse has taken place during gasification, non-coal aquifers located above the gasified coal seam may be interconnected with the coal aquifer, and contaminants may enter these non-coal aquifers, in which sorption is even less effective. The Hoe Creek II and III experiments have provided us with opportunities to study the contamination of a sand aquifer located above a gasified coal seam in a hydrological recharge area. Our preliminary results indicate that the water in the overlying sand aquifer is much less contaminated with organic compounds than the water in the gasified coal aquifer. In conducting these field investigations, we have also learned valuable lessons concerning groundwater monitoring. A suggested monitoring strategy will be discussed.

  17. Evidence of Streamflow and Sediment Effects on Juvenile Coho and Benthic Macroinvertebrates of Lagunitas Creek and San Geronimo Creek, Marin County, California

    E-Print Network [OSTI]

    Ball, Joanie; Diver, Sibyl; Hwan, Jason

    2009-01-01T23:59:59.000Z

    at Big Bend Upstream Trib at Big Bend Devil's Gulch CreekDeadman's Creek Left Bank Trib from GroupWildcat & Pioneer Trail Creek Barnabe Creek Smaller Barnabe

  18. Big Bayou Creek and Little Bayou Creek Watershed Monitoring Program

    SciTech Connect (OSTI)

    Kszos, L.A.; Peterson, M.J.; Ryon; Smith, J.G.

    1999-03-01T23:59:59.000Z

    Biological monitoring of Little Bayou and Big Bayou creeks, which border the Paducah Site, has been conducted since 1987. Biological monitoring was conducted by University of Kentucky from 1987 to 1991 and by staff of the Environmental Sciences Division (ESD) at Oak Ridge National Laboratory (ORNL) from 1991 through March 1999. In March 1998, renewed Kentucky Pollutant Discharge Elimination System (KPDES) permits were issued to the US Department of Energy (DOE) and US Enrichment Corporation. The renewed DOE permit requires that a watershed monitoring program be developed for the Paducah Site within 90 days of the effective date of the renewed permit. This plan outlines the sampling and analysis that will be conducted for the watershed monitoring program. The objectives of the watershed monitoring are to (1) determine whether discharges from the Paducah Site and the Solid Waste Management Units (SWMUs) associated with the Paducah Site are adversely affecting instream fauna, (2) assess the ecological health of Little Bayou and Big Bayou creeks, (3) assess the degree to which abatement actions ecologically benefit Big Bayou Creek and Little Bayou Creek, (4) provide guidance for remediation, (5) provide an evaluation of changes in potential human health concerns, and (6) provide data which could be used to assess the impact of inadvertent spills or fish kill. According to the cleanup will result in these watersheds [Big Bayou and Little Bayou creeks] achieving compliance with the applicable water quality criteria.

  19. Evaluating the Effects of Vortex Rock Weir Stability on Physical Complexity: Penitencia and Wildcat Creeks

    E-Print Network [OSTI]

    Corwin, Emily; Jagt, Katie; Neary, Leigh

    2007-01-01T23:59:59.000Z

    curves for Wildcat Creek. Evaluating the effects of vortexmap of Penitencia Creek………………………………………………………………10 Figure 6.Penitencia Creek site location………………………………………………………………….10

  20. Bacterial Monitoring for the Buck Creek Watershed

    E-Print Network [OSTI]

    The “Bacterial Monitoring for the Buck Creek Watershed” project was developed in response to the creek’s listing on the Texas Water Quality Inventory and 303(d) List due to a bacterial impairment and subsequent total maximum daily load (TMDL...

  1. FIELD EVALUATION OF THE MYRTLE CREEK ADVANCED

    E-Print Network [OSTI]

    Bertini, Robert L.

    FIELD EVALUATION OF THE MYRTLE CREEK ADVANCED CURVE WARNING SYSTEM Final Report SPR 352 #12;#12;FIELD EVALUATION OF THE MYRTLE CREEK ADVANCED CURVE WARNING SYSTEM SPR 352 Final Report by Robert L's Catalog No. 5. Report Date June 2006 4. Title and Subtitle Field Evaluation of the Myrtle Creek Advanced

  2. Restoration Potential of a Mining-Impacted Urban Stream: Horseshoe Branch of Lion Creek, Oakland, CA

    E-Print Network [OSTI]

    Hackenjos, Bethany; Woelfle-Erskine, Cleo; Wood, Jacob

    2010-01-01T23:59:59.000Z

    Level Biotic Index Score, 0= low, 10= high Horseshoe CreekWater Quality in an Urban Creek Watershed, Oakland, CA. AGUHydraulics. 2010. Codornices Creek Gage: Codornices Creek,

  3. SAND20096226 Unlimited Release

    E-Print Network [OSTI]

    Plimpton, Steve

    SAND2009­6226 Unlimited Release Printed October 2009 Crossing the Mesoscale No-Man's Land via method and its variants are powerful tools for modeling materials at the mesoscale, meaning at length

  4. Codornices Creek Corridor: Land Use Regulation, Creek Restoration, and their Impacts on the Residents’ Perceptions

    E-Print Network [OSTI]

    Stokenberga, Aiga; Sen, Arijit

    2013-01-01T23:59:59.000Z

    and perception of biodiversity and ecology is their activecommunity and perception of area ecology: individual-levelOutcomes 2 & 3: Perception of Area Ecology & Creek’s Role in

  5. Case Study: Goose Creek CISD 

    E-Print Network [OSTI]

    White, D.

    2014-01-01T23:59:59.000Z

    GOOSE CREEK CISD FINANCIALS • $4,866,124 project • $600k annual savings • 5,954,383 kWh annual savings IMPROVEMENTS • Lighting and water efficiency, computer power management, HVAC, controls redesign case study McKinstry first worked with Goose... • $693,866 project • $87k annual savings • 682,228 kWh annual savings IMPROVEMENTS • HVAC, lighting and water efficiency, computer power management case study Lake Dallas ISD was interested in improving the energy efficiency and aging infrastructure...

  6. Post Project Appraisal of Village Creek Restoration, Albany, CA

    E-Print Network [OSTI]

    Asher, Melissa; Atapattu, Kaumudi

    2005-01-01T23:59:59.000Z

    11/20/05 Schwartz, Susan. Creek mouths along the Bay TrailOakland Museum of California Creek and Watershed InformationSource. “Codornices Creek Watershed”. Guide to San Francisco

  7. Channel response to Dam Removal, Clear Creek, California

    E-Print Network [OSTI]

    Miller, Peter; Vizcaino, Pilar

    2004-01-01T23:59:59.000Z

    to Dam Removal, Clear Creek, California Peter Miller and9, 2004 Abstract Clear Creek drains 720 km 2 , joining the2002) Saeltzer Dam on Clear Creek was a good candidate for

  8. Gully incision in Gerbode Creek, Rodeo Lagoon watershed

    E-Print Network [OSTI]

    Costantino, Raymond L

    2003-01-01T23:59:59.000Z

    and a bridge over Gerbode Creek's main stem. Remnants of thefound on the banks of the creek. North Tributary 1 GerbodeD Distance (ft) GERBODE CREEK: NORTHERN TRIBUTARY 2 Depth (

  9. The Copper Creek Clovis Point from Hells Canyon, Northeastern Oregon

    E-Print Network [OSTI]

    Reid, Kenneth C.; Root, Matthew J.; Hughes, Richard E.

    2008-01-01T23:59:59.000Z

    2008) | pp. 75-84 The Copper Creek Clovis Point from HellsSnake River to the Copper Creek point discovery location.5 cm Figure 4. The Copper Creek Clovis point (tick marks

  10. NAME: Salt Creek Estuary Restoration LOCATION: Salt Creek Watershed, Clallam County, Washington

    E-Print Network [OSTI]

    US Army Corps of Engineers

    NAME: Salt Creek Estuary Restoration LOCATION: Salt Creek Watershed, Clallam County, Washington Federal funds $0 PROJECT DESCRIPTION: The Salt Creek Estuary Reconnection project will significantly enhance tidal and fluvial hydrology to 22.5 acres of salt marsh, which will return the salt marsh to its

  11. Lagrangian Sampling of Wastewater Treatment Plant Effluent in Boulder Creek, Colorado, and Fourmile Creek,

    E-Print Network [OSTI]

    Lagrangian Sampling of Wastewater Treatment Plant Effluent in Boulder Creek, Colorado, and Fourmile of wastewater treatment plant effluent in Boulder Creek, Colorado, and Fourmile Creek, Iowa, during the summer........................................................................................................................................................... 5 Field Measurements, Nutrients, Carbon, Major Ions, Trace Elements, and Biological Components

  12. Kansas Nuclear Profile - Wolf Creek Generating Station

    U.S. Energy Information Administration (EIA) Indexed Site

    April 2012" "Next Release Date: February 2013" "Wolf Creek Generating Station" "Unit","Summer capacity (mw)","Net generation (thousand mwh)","Summer capacity factor...

  13. New Jersey Nuclear Profile - Oyster Creek

    U.S. Energy Information Administration (EIA) Indexed Site

    Oyster Creek" "Unit","Summer capacity (mw)","Net generation (thousand mwh)","Summer capacity factor (percent)","Type","Commercial operation date","License expiration date"...

  14. Microsoft Word - Ninemile_Creek_CX.doc

    Broader source: Energy.gov (indexed) [DOE]

    Tribes of the Colville Reservation for purchase of the Ninemile Creek property Fish and Wildlife Project No.: 2008-104-00, BPA-005670 Categorical Exclusion Applied (from...

  15. Microsoft Word - CoyoteCreekNE_CX

    Broader source: Energy.gov (indexed) [DOE]

    Project Manager - KEWM-4 Proposed Action: Coyote Creek Property Acquisition Funding Fish and Wildlife Project No.: 2011-003-00, Contract BPA-007521 Categorical Exclusion...

  16. Microsoft Word - Coyote Creek CX.docx

    Broader source: Energy.gov (indexed) [DOE]

    of funds to acquire a conservation easement over the 310-acre Coyote Creek property. Fish and Wildlife Project No.: 2011-003-00, Contract BPA-006468 Categorical Exclusion...

  17. Omak Creek acquisition protects endangered salmonid habitat ...

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    to protect habitat for endangered salmon and steelhead along Omak Creek in Okano- gan County. This acquisition would protect spawning, rearing and migratory habitat of...

  18. CONTRACTOR REPORT SAND927005

    E-Print Network [OSTI]

    CONTRACTOR REPORT SAND92­7005 Unlimited Release UC­261 Fatigue of Fiberglass Wind Turbine Blade WIND TURBINE BLADE MATERIALS J.F. Mandell, R.M. Reed, D.D. Samborsky Montana State University Bozeman in wind turbine blades has been explored. Coupon testing was carried out under constant amplitude tensile

  19. SAND932591 Unlimited Release

    E-Print Network [OSTI]

    McCurley, Kevin

    SAND93­2591 Unlimited Release First Printed October 1992 Revised October 29, 1993 Revised June 22. This new algorithm is called SHA­1. In this report we describe a portable and efficient implementation information used in their construction. \\Lambda This work was performed under U.S. Department of Energy

  20. DOE - Office of Legacy Management -- Hoe Creek Underground Coal...

    Office of Legacy Management (LM)

    Hoe Creek Underground Coal Gasification Site - 045 FUSRAP Considered Sites Site: Hoe Creek Underground Coal Gasification Site (045) Designated Name: Alternate Name: Location:...

  1. Cougar Creek land acquisition Fact Sheet.indd

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    of wildlife habitat along Cougar Creek The Bonneville Power Administration proposes to fund the acquisition of wildlife mitigation lands in the Cougar Creek watershed in Shoshone...

  2. Post-project appraisal of Martin Canyon Creek restoration

    E-Print Network [OSTI]

    Wagner, Wayne; Roseman, Jesse

    2006-01-01T23:59:59.000Z

    Martin Canyon Creek Stream Restoration Owner’s Manual: FinalMartin Canyon Creek Stream Restoration in project documents,important component of stream restoration projects to assess

  3. allens creek nuclear: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Materials Science Websites Summary: International Workshop on Interfaces at Bear Creek October 20 - 24, 2009 Bear Creek Mountain Resort of Community and Economic Development...

  4. The Lyons Creek boat remains

    E-Print Network [OSTI]

    Neyland, Robert Stephen

    1990-01-01T23:59:59.000Z

    transportation. Only a few other American colonial-era small craft have as yet been studied, some of which are the Brown's P*y 1 'S*thC1', thEm'Lk Champlain, the Hart's Cove wzeck in New Hampshire, the J R' b t 1 V' g' ', d tl* ~Sk Massachusetts (Albright..., beginning at its mouth, is 9ust over a mile, while the drainage system extends for several miles east of Maryland Route 4. Near the mouth of Lyons Creek, the northern shore is a wetland that is reduced to a grassy mudflat at ebb tide. Only a slender...

  5. Post-project appraisal of year one Re-vegetation performance at the Nathanson Creek Restoration Project, Sonoma County, CA

    E-Print Network [OSTI]

    Blough, Alanna; Brandt, Reuben; Brady, Sarah

    2010-01-01T23:59:59.000Z

    performance at the Nathanson Creek Restoration Project,1. Abstract The Nathanson Creek Parkway and Preserve projectfoot reach of Nathanson Creek, a tributary to Sonoma Creek

  6. Compressive behavior of fine sand.

    SciTech Connect (OSTI)

    Martin, Bradley E. (Air Force Research Laboratory, Eglin, FL); Kabir, Md. E. (Purdue University, West Lafayette, IN); Song, Bo; Chen, Wayne (Purdue University, West Lafayette, IN)

    2010-04-01T23:59:59.000Z

    The compressive mechanical response of fine sand is experimentally investigated. The strain rate, initial density, stress state, and moisture level are systematically varied. A Kolsky bar was modified to obtain uniaxial and triaxial compressive response at high strain rates. A controlled loading pulse allows the specimen to acquire stress equilibrium and constant strain-rates. The results show that the compressive response of the fine sand is not sensitive to strain rate under the loading conditions in this study, but significantly dependent on the moisture content, initial density and lateral confinement. Partially saturated sand is more compliant than dry sand. Similar trends were reported in the quasi-static regime for experiments conducted at comparable specimen conditions. The sand becomes stiffer as initial density and/or confinement pressure increases. The sand particle size become smaller after hydrostatic pressure and further smaller after dynamic axial loading.

  7. Reintroduction of Native FishReintroduction of Native Fish Species to Coal CreekSpecies to Coal Creek

    E-Print Network [OSTI]

    Gray, Matthew

    1 Reintroduction of Native FishReintroduction of Native Fish Species to Coal CreekSpecies to Coal Control and Reclamation ActSurface Mining Control and Reclamation Act of 1977of 1977 Coal Creek Watershed Foundation (2000)Coal Creek Watershed Foundation (2000) BackgroundBackground Fish populations in Coal Creek

  8. Barriers for steelhead (Oncorhynchus mykiss) smolt migration through the lower flood channel of Alameda Creek

    E-Print Network [OSTI]

    Cervantes-Yoshida, Kristina

    2009-01-01T23:59:59.000Z

    of fish die in Alameda Creek. Oakland Tribune, Oakland.trout. Arcata, CA. Miller, J. 2006. Alameda Creek steelheaddocumentation, Alameda Creek Alliance, www.alamedacreek.org.

  9. A post project appraisal of the restoration/rehabilitation of Alamo Creek

    E-Print Network [OSTI]

    Smolko, Darrell

    2003-01-01T23:59:59.000Z

    Associates, Ltd. , Alamo Creek: Conceptual Restoration Plan/Basis of Design Summary Alamo Creek Restoration, Phase 1aRehabilitation of Alamo Creek Darrell Smolko UC Berkeley

  10. Structural characterization of terrestrial microbial Mn oxides from Pinal Creek, AZ

    E-Print Network [OSTI]

    Bargar, John

    2009-01-01T23:59:59.000Z

    Contami- nated Stream, Pinal Creek, Arizona. Masters Thesis,contaminated stream, Pinal Creek, Arizona. Environ. Sci.forming sediment in Pinal Creek, Globe Mining District,

  11. Redesigning Marsh Creek Dam to allow Chinook salmon passage, flood protection, and mercury sedimentation

    E-Print Network [OSTI]

    McNulty, M. Eliza; Wickland, Matthew

    2003-01-01T23:59:59.000Z

    J. E. , 1998. Marsh Creek Watershed Mercury Assessmentbe possible for all of Marsh Creek to be an accessible andD. , unpublished. Marsh Creek mercury assessment and

  12. A Watershed Approach to Urban River Restoration: A Conceptual Restoration Plan for Sausal Creek

    E-Print Network [OSTI]

    Ippolito, Teresa; Podolak, Kristen

    2008-01-01T23:59:59.000Z

    appraisal of the Sausal Creek restoration project, Oakland,Assessment of Sausal Creek: Physical Setting, Habitatmorphology of Sausal Creek, Oakland, California. Water

  13. Post-fire channel changes of Muddy Hollow Creek, Point Reyes National Seashore

    E-Print Network [OSTI]

    Skripnik, Steve; Moshier, Emily

    2004-01-01T23:59:59.000Z

    Changes of Muddy Hollow Creek, Point Reyes National Seashorewatershed of Muddy Hollow Creek was almost entirely burnedchanges to Muddy Hollow Creek and the watershed. They

  14. Hydrologic diversity in Santa Cruz mountain creeks and implications for steelhead population survival

    E-Print Network [OSTI]

    Peterson, Michael

    2012-01-01T23:59:59.000Z

    richardson, in San Gregorio Creek and lagoon, San Mateoalternatives for the Redwood Creek estuary. Redwood NationalWaddell, and Pomponio Creek estuary/lagoon systems, 1985-

  15. Islais Creek reinterpreted: An exploration of restoration designs in the urbanized context of San Francisco

    E-Print Network [OSTI]

    Griffith, Lucas A

    2006-01-01T23:59:59.000Z

    Survey Figure – 1869 Islais Creek Watershed Figure – 1013Soil Map Figure – Islais Creek Watershed (Dot is projectFigures Figure – Islais Creek Historic Profile Figure – 1904

  16. A Decade of Changes in the Wildcat Creek Flood Control Channel, North Richmond

    E-Print Network [OSTI]

    Ginsberg, Ben

    2008-01-01T23:59:59.000Z

    of Changes in the Wildcat Creek Flood Control Channel, NorthAbstract: The lower Wildcat Creek flood control and ripariancontinue. Introduction Wildcat Creek Watershed is located in

  17. Assessing channel morphology following a floodplain restoration project : Wildcat Creek, Richmond, CA

    E-Print Network [OSTI]

    Holt, Ashley; Battaglia, Charles F.

    2004-01-01T23:59:59.000Z

    restore a portion of the Creek without planning for theand White, M. Lower Wildcat Creek flood control project: aProject on Lower Wildcat Creek. UC Berkeley Hydrology

  18. Hydrogeologic Assessment of the East Bear Creek Unit, San Luis National Wildlife Refuge

    E-Print Network [OSTI]

    Quinn, Nigel W.T.

    2007-01-01T23:59:59.000Z

    Addendum to East Bear Creek Design Data Report, Centraltest wells in East Bear Creek Unit ……………. 41 Appendix B :C : East Bear Creek Refuge Water Supply ……………………………………. 64

  19. Post project evaluation, Miller Creek, California : assessment of stream bed morphology, and recommendations for future study

    E-Print Network [OSTI]

    Yin, Wan-chih; Pope-Daum, Caitilin

    2004-01-01T23:59:59.000Z

    1989) Grading Plan, Miller Creek Phases 5 and 6. PreparedValley Units 3-6, Miller Creek Stabilization/Restorationchannel restoration: Miller Creek, Marin County, California.

  20. Development of a Discharge-Stage Rating Curve for Strawberry Creek

    E-Print Network [OSTI]

    Hunt, Lisa

    2011-01-01T23:59:59.000Z

    Curve for Strawberry Creek Lisa Hunt References Charbonneau,R. 1987. Strawberry Creek Management Plan, Office ofand V.H. Resh. 1992. Strawberry Creek on the University of

  1. Towards a Stable Future: A Design Proposal for Cerrito Creek in Blake Garden, Kensington, California

    E-Print Network [OSTI]

    Greenberg, Karuna; Pinto, Pedro; Sherraden, Catherine

    2010-01-01T23:59:59.000Z

    unprotected banks and the creek bed. The rationale behindconnectivity 4. integrate the creek with the garden: a.Rediscovering Cerrito Creek in Blake Garden. eScholarshi,

  2. Post-restoration changes in bed material and channel features, Redwood Creek, Marin County

    E-Print Network [OSTI]

    Matz, Mike; Purcell, Alison

    2004-01-01T23:59:59.000Z

    for salmonid fish in Redwood Creek. References Cited Cherry,of Water: Life in Redwood Creek. Golden Gate National Parksthe Banducci site, Redwood Creek. Prepared for the National

  3. Post project appraisal of Green Valley Creek, Solano County, California : design and management review

    E-Print Network [OSTI]

    Martin, Maureen; Fortin, Alex

    2003-01-01T23:59:59.000Z

    Associates, 1991. Green Valley Creek Restoration Plan. Beck,1996. Green Valley Creek Post-Construction Monitoring 3 Year1998. Green Valley Creek Post-Construction Monitoring 5

  4. Fall-run chinook salmon habitat assessment : lower Marsh Creek, Contra Costa, CA

    E-Print Network [OSTI]

    Levine, Jessie; Stewart, Rosalyn

    2004-01-01T23:59:59.000Z

    mean streamflow data, Marsh Creek near Brentwood CA, Marchmean streamflow data, Marsh Creek near Byron CA, 1952-1983.condition of the Marsh Creek watershed. Natural Heritage

  5. Blackberry Creek Daylighting Project, Berkeley : Ten-Year Post-Project Appraisal

    E-Print Network [OSTI]

    Gerson, Stephanie Karla; Wardani, Jane; Niazi, Shiva

    2005-01-01T23:59:59.000Z

    manager. Personal Communication. December Creek Currents.1994. Blackberry Creek restoration project.Creek Currents. Berkeley, California. Spring/Summer 1994. p.

  6. Cerrito Creek step-pools: An opportunity for restoration and education at Blake Garden

    E-Print Network [OSTI]

    Behrends, Nathaniel

    2008-01-01T23:59:59.000Z

    Assessment of the Alamo Creek Restoration (East Branch).Vincent H. Resh. 1992. Strawberry Creek on the University ofRediscovering Cerrito Creek in Blake Garden. LA227

  7. Distribution of bed sediment on Clear Creek after removal of Saeltzer Dam

    E-Print Network [OSTI]

    Clayton-Niederman, Z; Gilbreath, Alicia

    2005-01-01T23:59:59.000Z

    of Saeltzer Dam on Clear Creek: An Update, Water Resources83-138. Brown, Matt. 2004. Clear Creek anadromous salmonidto Dam Removal, Clear Creek, California, Water Resources

  8. Post project evaluation of Miller Creek (Marin, CA) restoration : vegetation survival

    E-Print Network [OSTI]

    Ting, Jantrue; Pope-Daum, Caitilin

    2004-01-01T23:59:59.000Z

    Valley Units 3-6 Miller Creek Stabilization/RestorationProject Evaluation, Miller Creek, California: Assessment oftoe of bank grade change creek channel water surface LEGEND

  9. A Re-design Proposal: Connecting Whole Foods Market and Codornices Creek

    E-Print Network [OSTI]

    Crampton, Matthew; Martin, John

    2007-01-01T23:59:59.000Z

    of San Pablo Avenue entrance along Codornices Creek corridorNovember 2003. Codornices Creek Watershed Restoration Actiongarage next to Codornices Creek. Monroe Avenue 10th Street

  10. Post-Project Assessment of the 2003 Cerrito Creek Restoration and Recommendations for Additional Stormwater Management

    E-Print Network [OSTI]

    Adlong, Michelle; Cook, Michael; Kennedy, Matthew

    2011-01-01T23:59:59.000Z

    Design. 2011. Cerrito Creek Bay Trail Connector Feasibilitywww.altaplanning.com/cerrito+creek+bay+trail+connector+Baxter and Cerrito Creeks." El Cerrito, CA - Official

  11. Upland groundwater pumping and stream flow, San Jose Creek, Monterey County

    E-Print Network [OSTI]

    Ford, Alexander

    2004-01-01T23:59:59.000Z

    of Field Meeting, Las Garzas Creek Water Rights, Balanceand 23, 1991 San Jose Creek, Williams Canyon, Van Winkleysunnamed tributary to San Jose Creek. Monterey County General

  12. A preliminary assessment of potential steelhead habitat in Sinbad Creek, Alameda County

    E-Print Network [OSTI]

    Herron, Christy; King, Mary Ann; McDonald, Kristen

    2004-01-01T23:59:59.000Z

    Frequency Curve for Alameda Creek 1911-1990. Handout forMichael. 2001. Stonybrook Creek Fish Passage Assessment.trout caught in Sinbad Creek, Sunol, CA. ” credit: Alameda

  13. Panther Creek, Idaho, Habitat Rehabilitation, Final Report.

    SciTech Connect (OSTI)

    Reiser, Dudley W.

    1986-01-01T23:59:59.000Z

    The purpose of the project was to achieve full chinook salmon and steelhead trout production in the Panther Creek, Idaho, basin. Plans were developed to eliminate the sources of toxic effluent entering Panther Creek. Operation of a cobalt-copper mine since the 1930's has resulted in acid, metal-bearing drainage entering the watershed from underground workings and tailings piles. The report discusses plans for eliminating and/or treating the effluent to rehabilitate the water quality of Panther Creek and allow the reestablishment of salmon and trout spawning runs. (ACR)

  14. SAND88-1807

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's PossibleRadiation Protection TechnicalResonantNovember11-3779SAND88-1807 * UC-261 Unlimited

  15. SAND92-1381

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's PossibleRadiation Protection TechnicalResonantNovember11-3779SAND88-1807 * UC-261 Unlimited2-1

  16. SAND94-1057

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's PossibleRadiation Protection TechnicalResonantNovember11-3779SAND88-1807 * UC-261 Unlimited2-1c.1

  17. SAND94-3039

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's PossibleRadiation Protection TechnicalResonantNovember11-3779SAND88-1807 * UC-261

  18. Steel Creek fish, L-Lake/Steel Creek Biological Monitoring Program, January 1986--December 1991

    SciTech Connect (OSTI)

    Sayers, R.E. Jr.; Mealing, H.G. III [Normandeau Associates, Inc., New Ellenton, SC (United States)

    1992-04-01T23:59:59.000Z

    The Savannah River Site (SRS) encompasses 300 sq mi of the Atlantic Coastal plain in west-central South Carolina. The Savannah River forms the western boundary of the site. Five major tributaries of the Savannah River -- Upper Three Runs Creek, Four Mile Creek, Pen Branch, Steel Creek, and Lower Three Runs Creek -- drain the site. All but Upper Three Runs Creek receive, or in the past received, thermal effluents from nuclear production reactors. In 1985, L Lake, a 400-hectare cooling reservoir, was built on the upper reaches of Steel Creek to receive effluent from the restart of L-Reactor, and protect the lower reaches from thermal impacts. The lake has an average width of approximately 600 m and extends along the Steel Creek valley approximately 7000 m from the dam to the headwaters. Water level is maintained at a normal pool elevation of 58 m above mean sea level by overflow into a vertical intake tower that has multilevel discharge gates. The intake tower is connected to a horizontal conduit that passes through the dam and releases water into Steel Creek. The Steel Creek Biological Monitoring Program was designed to meet environmental regulatory requirements associated with the restart of L-Reactor and complements the Biological Monitoring Program for L Lake. This extensive program was implemented to address portions of Section 316(a) of the Clean Water Act. The Department of Energy (DOE) must demonstrate that the operation of L-Reactor will not significantly alter the established aquatic ecosystems.

  19. Toms Creek IGCC Demonstration Project

    SciTech Connect (OSTI)

    Virr, M.J.

    1992-01-01T23:59:59.000Z

    The Toms Creek Integrated Gasification Combined Cycle (IGCC) Demonstration Project was selected by DOE in September 1991 to participate in Round Four of the Clean Coal Technology Demonstration Program. The project will demonstrate a simplified IGCC process consisting of an air-blown, fluidized-bed gasifier (Tampella U-Gas), a gas cooler/steam generator, and a hot gas cleanup system in combination with a gas turbine modified for use with a low-Btu content fuel and a conventional steam bottoming cycle. The demonstration plant will be located at the Toms Creek coal mine near Coeburn, Wise County, Virginia. Participants in the project are Tampella Power Corporation and Coastal Power Production Company. The plant will use 430 tons per day of locally mined bituminous coal to produce 55 MW of power from the gasification section of the project. A modern pulverized coal fired unit will be located adjacent to the Demonstration Project producing an additional 150 MW. A total 190 MW of power will be delivered to the electric grid at the completion of the project. In addition, 50,000 pounds per hour of steam will be exported to be used in the nearby coal preparation plant. Dolomite is used for in-bed gasifier sulfur capture and downs cleanup is accomplished in a fluidized-bed of regenerative zinc titanate. Particulate clean-up, before the gas turbine, will be performed by high temperature candle filters (1020[degree]F). The demonstration plant heat rate is estimated to be 8,700 Btu/kWh. The design of the project goes through mid 1995, with site construction activities commencing late in 1995 and leading to commissioning and start-up by the end of 1997. This is followed by a three year demonstration period.

  20. Toms Creek IGCC Demonstration Project

    SciTech Connect (OSTI)

    Virr, M.J.

    1992-11-01T23:59:59.000Z

    The Toms Creek Integrated Gasification Combined Cycle (IGCC) Demonstration Project was selected by DOE in September 1991 to participate in Round Four of the Clean Coal Technology Demonstration Program. The project will demonstrate a simplified IGCC process consisting of an air-blown, fluidized-bed gasifier (Tampella U-Gas), a gas cooler/steam generator, and a hot gas cleanup system in combination with a gas turbine modified for use with a low-Btu content fuel and a conventional steam bottoming cycle. The demonstration plant will be located at the Toms Creek coal mine near Coeburn, Wise County, Virginia. Participants in the project are Tampella Power Corporation and Coastal Power Production Company. The plant will use 430 tons per day of locally mined bituminous coal to produce 55 MW of power from the gasification section of the project. A modern pulverized coal fired unit will be located adjacent to the Demonstration Project producing an additional 150 MW. A total 190 MW of power will be delivered to the electric grid at the completion of the project. In addition, 50,000 pounds per hour of steam will be exported to be used in the nearby coal preparation plant. Dolomite is used for in-bed gasifier sulfur capture and downs cleanup is accomplished in a fluidized-bed of regenerative zinc titanate. Particulate clean-up, before the gas turbine, will be performed by high temperature candle filters (1020{degree}F). The demonstration plant heat rate is estimated to be 8,700 Btu/kWh. The design of the project goes through mid 1995, with site construction activities commencing late in 1995 and leading to commissioning and start-up by the end of 1997. This is followed by a three year demonstration period.

  1. EIS-0346: Salmon Creek Project, WA

    Broader source: Energy.gov [DOE]

    This EIS analyzes BPA's proposal to fund activities that would restore sufficient water flows to Salmon Creek and rehabilitate its streambed as necessary to provide adequate passage for summer steelhead (Oncorhynchus mykiss) and possibly spring chinook (O. tshawytscha).

  2. SALT CREEK ROADWI-80North STADIUMDRIVE

    E-Print Network [OSTI]

    Powers, Robert

    thSt. 0thSt. 1thSt. 2thSt. 3thSt. 4thSt. . t. 10 SALT CREEK ROADWI-80North 10THSTREET 14THSTREET W STADIUM DRIVE PARKING GARAGE 9thSt. 10thSt. 11thSt. 12thSt. 13thSt. 14thSt. 16thSt. 10thSt. SALT CREEK

  3. Bacterial Monitoring for the Buck Creek Watershed 

    E-Print Network [OSTI]

    2008-01-01T23:59:59.000Z

    aquifer drawdown from vegetation and irrigation often reduce stream flow; however, several large pools and stretches of the stream retain water throughout the year, except during extreme drought. Base flow in the stream is typically sustained by small... map of the Buck Creek watershed 7 Major aquifers in Texas (Source: Texas Water Development Board) Groundwater Two aquifers, the Seymour and Blaine, underlie the Buck Creek watershed and supply the bulk of available groundwater. The Seymour...

  4. Water-quality monitoring at the Hoe Creek test site: review and preliminary conclusions

    SciTech Connect (OSTI)

    Wang, F.T.; Mead, S.W.; Stuermer, D.H.

    1983-04-16T23:59:59.000Z

    It has been shown that underground coal gasification (UCG) may introduce a broad range of residual gasification products into the groundwater of a coal aquifer. Sorption of many contaminants by the coal itself is an important factor in restricting the migration of these contaminants in the groundwater. However, our field studies at the Lawrence Livermore National Laboratory (LLNL) Hoe Creek site in northeastern Wyoming have shown that sorption of organic compounds by coal is not as effective as expected, perhaps because the coal surface area is limited. Furthermore, if severe roof collapse has taken place during gasification, non-coal aquifers located above the gasified coal seam may be interconnected with the coal aquifer. Contaminants may enter these non-coal aquifers, in which sorption is even less effective. The Hoe Creek II and III experiments have enabled us to study the contamination of a sand aquifer located above a gasified coal seam in a hydrological recharge area. Our preliminary results indicate that the water in the overlying sand aquifer is much less contaminated with organic compounds than that in the gasified coal aquifer. In conducting these field investigations, we have also learned valuable lessons concerning a strategy for groundwater monitoring. 21 figures.

  5. Water quality monitoring at the Hoe Creek test site: review and preliminary conclusions

    SciTech Connect (OSTI)

    Wang, F.T.; Mead, S.W.; Sturmer, D.H.

    1983-01-01T23:59:59.000Z

    It has been shown that underground coal gasification (UCG) may introduce a broad range of residual products into the groundwater of a coal aquifer. Sorption of many contaminants by the coal itself is an important factor in restricting the migration of these contaminants in the groundwater. However, our field studies at the Lawrence Livermore National Laboratory (LLNL) Hoe Creek site in northeastern Wyoming have shown that sorption of organic compounds by coal is not as effective as expected, perhaps because the coal surface area is limited. Furthermore, if severe roof collapse has taken place during gasification, non-coal aquifers located above the gasified coal seam may become interconnected with the cavity. Contaminants may enter these non-coal aquifers, in which sorption is even less effective. The Hoe Creek II and III experiments have enabled us to study the contamination of a sand aquifer located above a gasified coal seam in a hydrological recharge area. The preliminary results indicate that the water in the overlying sand aquifer is much less contaminated with organic compounds than that in the gasified

  6. Water-quality monitoring at the Hoe Creek test site: review and preliminary conclusions

    SciTech Connect (OSTI)

    Wang, F T; Mead, S W; Stuermer, D H

    1982-05-20T23:59:59.000Z

    It has been shown that underground coal gasification (UCG) may introduce a broad range of residual gasification products into the groundwater of a coal aquifer. Sorption of many contaminants by the coal itself is an important factor in restricting the migration of these contaminants in the ground water. However, field studies, conducted at Lawrence Livermore National Laboratory's Hoe Creek site, have shown that sorption of organic compounds by coal is not as effective as expected, perhaps because the coal surface area is limited. Furthermore, if severe roof collapse has taken place during gasification, non-coal aquifers located above the gasified coal seam may be interconnected with the coal aquifer, and contaminants may enter these non-coal aquifers, in which sorption is even less effective. The Hoe Creek II and III experiments have provided opportunities to study the contamination of a sand aquifer located above a gasified coal seam in a hydrological recharge area. Preliminary results indicate that the water in the overlying sand aquifer is much less contaminated with organic compounds than the water in the gasified coal aquifer. In conducting these field investigations, valuable lessons ere learned concerning groundwater monitoring. A suggested monitoring strategy is discussed.

  7. Paleontological overview of oil shale and tar sands areas in Colorado, Utah, and Wyoming.

    SciTech Connect (OSTI)

    Murphey, P. C.; Daitch, D.; Environmental Science Division

    2009-02-11T23:59:59.000Z

    In August 2005, the U.S. Congress enacted the Energy Policy Act of 2005, Public Law 109-58. In Section 369 of this Act, also known as the ''Oil Shale, Tar Sands, and Other Strategic Unconventional Fuels Act of 2005,'' Congress declared that oil shale and tar sands (and other unconventional fuels) are strategically important domestic energy resources that should be developed to reduce the nation's growing dependence on oil from politically and economically unstable foreign sources. In addition, Congress declared that both research- and commercial-scale development of oil shale and tar sands should (1) be conducted in an environmentally sound manner using management practices that will minimize potential impacts, (2) occur with an emphasis on sustainability, and (3) benefit the United States while taking into account concerns of the affected states and communities. To support this declaration of policy, Congress directed the Secretary of the Interior to undertake a series of steps, several of which are directly related to the development of a commercial leasing program for oil shale and tar sands. One of these steps was the completion of a programmatic environmental impact statement (PEIS) to analyze the impacts of a commercial leasing program for oil shale and tar sands resources on public lands, with an emphasis on the most geologically prospective lands in Colorado, Utah, and Wyoming. For oil shale, the scope of the PEIS analysis includes public lands within the Green River, Washakie, Uinta, and Piceance Creek Basins. For tar sands, the scope includes Special Tar Sand Areas (STSAs) located in Utah. This paleontological resources overview report was prepared in support of the Oil Shale and Tar Sands Resource Management Plan Amendments to Address Land Use Allocations in Colorado, Utah, and Wyoming and PEIS, and it is intended to be used by Bureau of Land Management (BLM) regional paleontologists and field office staff to support future projectspecific analyses. Additional information about the PEIS can be found at http://ostseis.anl.gov.

  8. Hoe Creek groundwater restoration, 1989

    SciTech Connect (OSTI)

    Renk, R.R.; Crader, S.E.; Lindblom, S.R.; Covell, J.R.

    1990-01-01T23:59:59.000Z

    During the summer of 1989, approximately 6.5 million gallons of contaminated groundwater were pumped from 23 wells at the Hoe Creek underground coal gasification site, near Gillette, Wyoming. The organic contaminants were removed using activated carbon before the water was sprayed on 15.4 acres at the sites. Approximately 2647 g (5.8 lb) of phenols and 10,714 g (23.6 lb) of benzene were removed from the site aquifers. Phenols, benzene, toluene, ethylbenzene, and naphthalene concentrations were measured in 43 wells. Benzene is the only contaminant at the site exceeds the federal standard for drinking water (5 {mu}g/L). Benzene leaches into the groundwater and is slow to biologically degrade; therefore, the benzene concentration has remained high in the groundwater at the site. The pumping operation affected groundwater elevations across the entire 80-acre site. The water levels rebounded quickly when the pumping operation was stopped on October 1, 1989. Removing contaminated groundwater by pumping is not an effective way to clean up the site because the continuous release of benzene from coal tars is slow. Benzene will continue to leach of the tars for a long time unless its source is removed or the leaching rate retarded through mitigation techniques. The application of the treated groundwater to the surface stimulated plant growth. No adverse effects were noted or recorded from some 60 soil samples taken from twenty locations in the spray field area. 20 refs., 52 figs., 8 tabs.

  9. Swift Creek Hydroelectric Project rehabilitation, Swift Creek Power Company, Inc

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

    The purpose of this report is to re-evaluate and update the original environmental analysis of the Swift Crook Hydroelectric Project rehabilitation. That analysis and the decision to allow the proponent toproceed with the project as described in the EA alternatives 3, 4, and 5 was completed an May 8, 1981. Since that decision, no action has been taken and no special-use permit has ever been issued. The Bridger-Trton National Forest completed a Forest Plan in March of 1990 which sets current direction for all lands within the Forest and new and significant issues pertaining to the amount of water to be bypassed have been raised by the public in response to this proposed project. The original proponent, Lower Valley Power and Light, sold the project and existing facilities to Swift Crack Power Company Inc. in 1984. Swift Crock Power Company has submitted a proposal to rehabilitate the existing power generation facility in Swift Creek Canyon, which will involve some significant construction and alteration of the river corridor. Theyhave also submitted an application for relicense to the Federal Energy Regulatory Commission who has asked for the Forest Service to comment on the application and to submit recommended conditions for approval (4e requirements). The proposed rehabilitation of existing facilities includes replacement of the existing damaged penstock (pipe) with a new, larger one; dredging two existing reservoirs and removal, refurbishment, and reinstallation of the turbines and generators in the two powerhouses with relocation and reconstruction of the lower powerhouse that is located on privately owned land below the Forest boundary.

  10. Final Independent External Peer Review Report Bubbly Creek Ecosystem Restoration

    E-Print Network [OSTI]

    US Army Corps of Engineers

    Final Independent External Peer Review Report Bubbly Creek Ecosystem Restoration Feasibility Study National Planning Center of Expertise for Ecosystem Restoration Mississippi Valley Division Contract No. W Report Bubbly Creek Ecosystem Restoration Feasibility Study Prepared by Battelle 505 King Avenue Columbus

  11. Ichnotaxonomic assessment of Mazon Creek area trace fossils, Illinois, USA

    E-Print Network [OSTI]

    LoBue, David J.

    2010-08-12T23:59:59.000Z

    The Francis Creek Shale Member (FCSM) of the Mid-Pennsylvanian Carbondale Formation along Mazon Creek in northern Illinois is known for soft-bodied organisms preserved within siderite concretions. Trace fossils, though ...

  12. Canadian Oil Sands: Canada An Emerging Energy

    E-Print Network [OSTI]

    Boisvert, Jeff

    (collectively "statements") with respect to: expectations regarding crude oil production, global energy demand1 Canadian Oil Sands: Canada ­ An Emerging Energy Superpower 0 University of Alberta February 8 Oil Sands Limited ("Canadian Oil Sands"), Syncrude Canada Ltd. ("Syncrude") and the oil sands industry

  13. Recommendation 195: Mitigation of Contamination in Bear Creek Burial Grounds

    Broader source: Energy.gov [DOE]

    The ORSSAB requests DOE provide possible remedial actions to mitigate releases of contamination from Bear Creek Burial Grounds.

  14. Steel Creek fish: L-Lake/Steel Creek Biological Monitoring Program, January 1986--December 1987

    SciTech Connect (OSTI)

    Paller, M.H.; Heuer, J.H.; Kissick, L.A.

    1988-03-01T23:59:59.000Z

    Fish samples were collected from Steel Creek during 1986 and 1987 following the impoundment of the headwaters of the stream to form L-Lake, a cooling reservoir for L-Reactor which began operating late in 1985. Electrofishing and ichthyoplankton sample stations were located throughout the creek. Fykenetting sample stations were located in the creek mouth and just above the Steel Creek swamp. Larval fish and fish eggs were collected with 0.5 m plankton nets. Multivariate analysis of the electrofishing data suggested that the fish assemblages in Steel Creek exhibited structural differences associated with proximity to L-Lake, and habitat gradients of current velocity, depth, and canopy cover. The Steel Creek corridor, a lotic reach beginning at the base of the L-Lake embankment was dominated by stream species and bluegill. The delta/swamp, formed where Steel Creek enters the Savannah River floodplain, was dominated by fishes characteristic of slow flowing waters and heavily vegetated habitats. The large channel draining the swamp supported many of the species found in the swamp plus riverine and anadromous forms.

  15. ASSESSMENT OF LIVESTOCK WINTERING AREAS IN BRIDGE CREEK BASIN, 1996

    E-Print Network [OSTI]

    #12;ASSESSMENT OF LIVESTOCK WINTERING AREAS IN BRIDGE CREEK BASIN, 1996 DOE FRAP 1996-03 Prepared-96.............................................. 22 LIST OF FIGURES Figure 1. Bridge Creek basin livestock wintering area back assessment, 1996 quality in the Bridge Creek basin are assessed. These sites had been inspected in the winter and spring

  16. Clear Creek Athletic Complex Marv Kay Stadium at Campbell Field

    E-Print Network [OSTI]

    Clear Creek Athletic Complex Marv Kay Stadium at Campbell Field Mines Athletic Center #12;· Site Creek Athletic Complex Marv Kay Stadium at Campbell Field Mines Athletic Center #12;Mines Master Plan 2010 #12;Clear Creek Athletic Complex Site Plan #12;Site Plan #12;Pedestrian Circulation #12;Vehicular

  17. Bridge Creek Watershed Volunteer Lake Secchi Disk Monitoring Program

    E-Print Network [OSTI]

    #12;Bridge Creek Watershed Volunteer Lake Secchi Disk Monitoring Program 1996 DOE FRAP 1996-13 Ryan Creek Watershed Volunteer Lake Monitoring Program. Using a Secchi disk, volunteers collected water transparency data from 22 lakes in the Bridge Creek watershed. Secchi depth readings were collected between May

  18. State of the Watershed: Water Quality of Boulder Creek, Colorado

    E-Print Network [OSTI]

    State of the Watershed: Water Quality of Boulder Creek, Colorado By Sheila F. Murphy Prepared of the watershed : water quality of Boulder Creek, Colorado / by Sheila Murphy. p. cm. ­(USGS Circular ; 1284) Includes bibliographic references. 1. Water quality -- Colorado -- Boulder Creek Watershed (Boulder

  19. Unpaving the Way to Creek Restoration in Lower Sausal Creek Watershed: Applying the EU Water Framework Directive to a US Urban Watershed

    E-Print Network [OSTI]

    Li, Hong; Wardani, Jane

    2008-01-01T23:59:59.000Z

    per 10,000 sq ft $0.8 per 10,000 sq ft Creek restoration***Daylighting culverted creeks Open channel Engineered channelbased on cost of Peralta Creek restoration project in lower

  20. EA-1978: Sand Creek Winds, McCone County, Montana | Department of Energy

    Broader source: Energy.gov (indexed) [DOE]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742Energy China U.S.ContaminationJuly 2011DDelphiFEA-2013.pdfBasedThe U.S.PinalU.S.-Origin

  1. Landowners lead successful Buck Creek restoration

    E-Print Network [OSTI]

    Boutwell, Kathryn S.

    2012-01-01T23:59:59.000Z

    of the watershed, according to Dr. John Sij, retired agronomist and former project leader at the Vernon center. ?#31;is e#27;ort veri#25;ed that bacteria levels periodi- cally reach problematic levels,? he said. Landowners lead successful Buck Creek...

  2. Collaborative Monitoring in Walnut Creek, California1

    E-Print Network [OSTI]

    Standiford, Richard B.

    that they gained insight into priorities of Preserve users and knowledge of areas that might require new management regeneration and native grass populations in target management areas in the four Open Space Preserves and had to re-examine some of their own assumptions. The City of Walnut Creek managers stated

  3. Clear Creek, Texas Flood Risk Management Project

    E-Print Network [OSTI]

    US Army Corps of Engineers

    ) of 1996 requires four distinct steps for an evaluation of economic benefits and costs for projects for an evaluation of economic benefits and costs for projects were conducted and displayed in the Economic Appendix ­ Economic Evaluation. The non-Federal projects (FEMA buyout and detention on Marys Creek) augments

  4. Range Creek Calibrated Dates Beta-202190

    E-Print Network [OSTI]

    Provancher, William

    Range Creek Calibrated Dates 0 200 400 600 800 1000 1200 1400 Beta-202190 Beta-175753 Beta-175755 Beta-235067 Beta-202189 Beta-214831 Beta-202188 Beta-202191 Beta-203630 Beta-214832 Beta-175754 Beta a Carbon-14 calibrated date (95% CI) between 1000 and 1200 C.E. (Figure 5: Beta-235067). The calibrated

  5. Buck CreekWatershed Protection Plan

    E-Print Network [OSTI]

    State Soil and Water Conservation Board (Project 06-11) U.S. Environmental Protection Agency Developed Conservation Board (Project 06-11) U.S. Environmental Protection Agency Investigating Agencies: Texas A&M Agri the Texas State Soil and Water Conservation Board and U.S. Environmental Protection Agency. Buck Creek

  6. Carneros Creek: Assessing restoration implications for a sinuous stream using 1-dimensional and 2-dimensional simulation models

    E-Print Network [OSTI]

    Beagle, Julie; Marzion, Rachael; Matella, Mary

    2008-01-01T23:59:59.000Z

    Use History of the Carneros Creek watershed: A component ofplan for the Carneros Creek watershed, Napa County,Lower San Francisquito Creek Watershed Aquatic Habitat

  7. C(re)ek-storation Community Collaboration Site: North Fork of Strawberry Creek by La Loma and Le Conte Avenues

    E-Print Network [OSTI]

    Tannenbaum, Sara Rose

    2011-01-01T23:59:59.000Z

    berkeley_landmarks/theta-xi.html. Urban Creeks Council.2007. Codornices Creek Watershed Restoration Action Plan (336-361. NRPI. Codornices Creek at Ohlone Greenway. Accessed

  8. A long-term post-project evaluation of an urban stream restoration project (Baxter Creek, El Cerrito, California)

    E-Print Network [OSTI]

    Purcell, Alison

    2004-01-01T23:59:59.000Z

    and V. H. Resh. 1992. Strawberry Creek on the University of1995. Biography of an urban creek. Terrain. Berkeley Ecologythe restoration project at Baxter Creek improved habitat and

  9. Mitigation of light rail transit construction on jurisdictional areas in the White Rock Creek floodplain, Dallas, Texas

    E-Print Network [OSTI]

    Schieffer, Emily; Smiley, Jerry

    2001-01-01T23:59:59.000Z

    AREAS IN THE WHITE ROCK CREEK FLOODPLAIN, DALLAS, TEXAS1.2-miles of the White Rock Creek floodplain near theconfluence of three creeks and adjacent to approximately

  10. Effects of a livestock exclosure on channel morphology and vegetation along Long Creek in Lake County, Oregon

    E-Print Network [OSTI]

    Doehring, Carolyn; Rubin, Zan; Sahai, Rashmi

    2011-01-01T23:59:59.000Z

    reaches of Wickiup Creek in Eastern Oregon. Physicalof beaver dams in Bridge Creek, an incised stream channel inavailable data from Long Creek Cross Sections Sites Reach1

  11. Onsite Wastewater Treatment Systems: Sand Filters 

    E-Print Network [OSTI]

    Lesikar, Bruce J.

    2008-10-23T23:59:59.000Z

    Sand filters are beds of granular material, or sand, drained from underneath so that pretreated wastewater can be treated, collected and distributed to a land application system. This publication explains the treatment, design, operation...

  12. Compression and Creep of Venice Lagoon Sands

    E-Print Network [OSTI]

    Sanzeni, Alex

    A laboratory test program was conducted to evaluate the one-dimensional (1D) compression and creep properties of intact sand (and silty-sand) samples from a deep borehole at the Malamocco Inlet to the Venice Lagoon. The ...

  13. Onsite Wastewater Treatment Systems: Sand Filters

    E-Print Network [OSTI]

    Lesikar, Bruce J.

    2008-10-23T23:59:59.000Z

    Sand filters are beds of granular material, or sand, drained from underneath so that pretreated wastewater can be treated, collected and distributed to a land application system. This publication explains the treatment, design, operation...

  14. WASTEWATER TREATMENT OVER SAND COLUMNS

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    of the biological mechanisms responsible for wastewater treatment. The first part of the study, conducted on site93/0096 WASTEWATER TREATMENT OVER SAND COLUMNS TREATMENT YIELDS, LOCALISATION OF THE BIOMASS Domestic wastewater treatment by infiltration-percolation is a process that becomming common in France

  15. Treating tar sands formations with karsted zones

    DOE Patents [OSTI]

    Vinegar, Harold J. (Bellaire, TX); Karanikas, John Michael (Houston, TX)

    2010-03-09T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. The tar sands formation may have one or more karsted zones. Methods may include providing heat from one or more heaters to one or more karsted zones of the tar sands formation to mobilize fluids in the formation. At least some of the mobilized fluids may be produced from the formation.

  16. Steel Creek primary producers: Periphyton and seston, L-Lake/Steel Creek Biological Monitoring Program, January 1986--December 1991

    SciTech Connect (OSTI)

    Bowers, J.A. [Westinghouse Savannah River Co., Aiken, SC (United States); Toole, M.A.; van Duyn, Y. [Normandeau Associates Inc., New Ellenton, SC (United States)

    1992-02-01T23:59:59.000Z

    The Savannah River Site (SRS) encompasses 300 sq mi of the Atlantic Coastal Plain in west-central South Carolina. Five major tributaries of the Savannah River -- Upper Three Runs Creek, Four Mile Creek, Pen Branch, Steel Creek, and Lower Three Runs Creek -- drain the site. In 1985, L Lake, a 400-hectare cooling reservoir, was built on the upper reaches of Steel Creek to receive effluent from the restart of L-Reactor and to protect the lower reaches from thermal impacts. The Steel Creek Biological Monitoring Program was designed to assess various components of the system and identify and changes due to the operation of L-Reactor or discharge from L Lake. An intensive ecological assessment program prior to the construction of the lake provided baseline data with which to compare data accumulated after the lake was filled and began discharging into the creek. The Department of Energy must demonstrate that the operation of L-Reactor will not significantly alter the established aquatic ecosystems. This report summarizes the results of six years` data from Steel Creek under the L-Lake/Steel Creek Monitoring Program. L Lake is discussed separately from Steel Creek in Volumes NAI-SR-138 through NAI-SR-143.

  17. Geomorphic, vegetation and flooding characteristics for lower San Pablo Creek : a baseline study

    E-Print Network [OSTI]

    Anderson, Shannah; Balazs, Carolina

    2004-01-01T23:59:59.000Z

    of California at Berkeley. Urban Creeks Council.2002.San Pablo Creek at Kennedy Plaza Park Bank Restoration.Upper Alluvial Valley. The creek in this area was incised 25

  18. Hydrogeology and tritium transport in Chicken Creek Canyon, Lawrence Berkeley National Laboratory, Berkeley, California

    E-Print Network [OSTI]

    Jordan, Preston D.; Javandel, Iraj

    2007-01-01T23:59:59.000Z

    exposures in upper Chicken Creek Canyon. Figure 3-2a.Borings and test pits in Chicken Creek Canyon. Figure 3-2b.portion of upper Chicken Creek Canyon. Figure 3-2c. Borings

  19. Post-Project Appraisal of Arroyo Viejo Creek Improvement Project, Oakland, California

    E-Print Network [OSTI]

    Cousins, Mary; Storesund, Rune

    2005-01-01T23:59:59.000Z

    Appraisal of the Arroyo Viejo Creek Restoration Project. 26Cross Sections of Arroyo Viejo Creek at Arroyo Viejo Park (Sowers, J. M. 2000. Creek & Watershed Map of Oakland and

  20. Post-project appraisal of a channel reconstruction on Cuneo Creek, California

    E-Print Network [OSTI]

    Hansen, Aren

    2003-01-01T23:59:59.000Z

    a case study at Bull Creek, Humboldt Redwoods State Park.Rosgen, D. 1991. Bull Creek Watershed Restoration Plan,the South Fork of Cuneo Creek and contributes large amounts

  1. Post-project appraisal of lower Ritchie Creek dam removal, Napa County

    E-Print Network [OSTI]

    Daniels, Jubilee; Pagano, Laura

    2004-01-01T23:59:59.000Z

    Appraisal of Lower Ritchie Creek Dam Removal, Napa CountyApril 2004 Abstract Ritchie Creek drains 2.6 square milesdam was built in 1912 on Ritchie Creek to facilitate water

  2. The influence of large woody debris on channel form, upper Scott Creek, Santa Cruz County

    E-Print Network [OSTI]

    Garcia, Luis; Orduna, Rodrigo

    2004-01-01T23:59:59.000Z

    Introduction The Scott Creek Watershed (Cal Water versionto the Pacific Ocean. Scott Creek hosts runs of Steelhead (O. mykiss) do inhabit the creek. We studied a reach of Scott

  3. Post-Project Appraisal for the Winter Creek Restoration Redwood Grove, UC Botanical Gardens at Berkeley

    E-Print Network [OSTI]

    Fiala, Shannon; Janes, Kelly; Sousa, Ricardo

    2010-01-01T23:59:59.000Z

    in this reach of Winter Creek? 3. How did construction4. Pre-restoration. Winter Creek, looking upstream. 2005.5. Pre-restoration. Winter Creek, looking downstream. 2005.

  4. AN INVESTIGATION OF DEWATERING FOR THE MODIFIED IN-SITU RETORTING PROCESS, PICEANCE CREEK BASIN, COLORADO

    E-Print Network [OSTI]

    Mehran, M.

    2013-01-01T23:59:59.000Z

    J:''-~orraation v Piceance Creek Basin v Colorado r and 9 p'C~b Tract, Piceance Creek Basin, Colorado," Report to Oc~for Piceance and Yellow Creek Watersheds," Environmental

  5. Hydrology of Deer Creek and its tributaries : a contribution to planning a restoration project

    E-Print Network [OSTI]

    Skrtic, Lana

    2005-01-01T23:59:59.000Z

    in text) Table 2: Deer Creek – Chronology of Peak Flows,Return Periods, extrapolated from Oregon Creek data Table 3:Flow Estimates on Deer Creek and its Tributaries Table 4:

  6. Post-Project Appraisal of Crocker Creek Dam Removal Project, Sonoma Co., California

    E-Print Network [OSTI]

    Downing-Kunz, Maureen; Dudley, Colin; Gilbreath, Alicia

    2005-01-01T23:59:59.000Z

    at 1030. CDFG, Crocker Creek (Russian River tributary)on 12/6/05 at CDFG, Crocker Creek (Russian River tributary)Agency (SCWA), “ Crocker Creek Instream Habitat Restoration

  7. Post-project appraisal of the Sausal Creek restoration project, Oakland, California

    E-Print Network [OSTI]

    Eagon, Elizabeth; Largent, Jonathan

    2005-01-01T23:59:59.000Z

    at El Centro Friends of Sausal Creek mobilizing for macro-28: Erosion due to informal creek crossing at rock weirhttp://www.oaklandpw.com/creeks/sausal_complete.htm. Downs,

  8. Baxter Creek Gateway Park: assessment of an urban stream restoration project

    E-Print Network [OSTI]

    Goodman, Judd; Lunde, Kevin B; Zaro, Theresa

    2006-01-01T23:59:59.000Z

    Viani L. 2004. The Baxter Creek Watershed: a cultural andCity of El Cerrito, Friends of Baxter Creek, The WatershedProject, Urban Creeks Council, Restoration Design Group.

  9. Perspectives on Dam Removal: York Creek Dam and the Water Framework Directive

    E-Print Network [OSTI]

    Lawrence, Justin E; Pollak, Josh D; Richmond, Sarah F

    2008-01-01T23:59:59.000Z

    3. Long-profile of York Creek (figure adapted from report byFigure 5. Facies map for York Creek about 100 ft downstreamon Dam Removal: York Creek Dam and the Water Framework

  10. Spatial and temporal ecology of native and introduced fish larvae in Lower Putah Creek, California

    E-Print Network [OSTI]

    Marchetti, Michael P; Moyle, Peter B

    1999-01-01T23:59:59.000Z

    fish in Lower Putah Creek (Yolo Co. CA). Environmentaland non-native taxa totals. Dry Creek drift light PedricRoad drift light Dry Creek drift light Russell drift ligh

  11. White Creek and Nine Canyon wind farms Fact Sheet

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    additional wind storage and shaping services. Since these White Creek and Nine Canyon wind farms December 2006 2 Bonne ville Power Administration DOEBP-3770 November 2006...

  12. AVTA: Clipper Creek AC Level 2 Charging System Testing Results...

    Broader source: Energy.gov (indexed) [DOE]

    electric vehicles. This research was conducted by Idaho National Laboratory. Clipper Creek AC Level 2 - February 2012 More Documents & Publications AVTA: Aerovironment AC Level...

  13. Omak Creek land acquisition Fact Sheet.indd

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    factsheet factsheet Omak Creek acquisition to protect summer steelhead habitat The Bonneville Power Administration is proposing to fund the purchase of two adjacent land parcels to...

  14. Acquisition of Wildlife Habitat in the Calispell Creek Watershed...

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    the Calispell Creek watershed in Pend Oreille County, Wash. BPA funds the Albeni Falls Wildlife Mitigation Program, which is tasked with the acquisition and restoration of key...

  15. New Jersey Nuclear Profile - PSEG Hope Creek Generating Station

    U.S. Energy Information Administration (EIA) Indexed Site

    PSEG Hope Creek Generating Station" "Unit","Summer capacity (mw)","Net generation (thousand mwh)","Summer capacity factor (percent)","Type","Commercial operation date","License...

  16. Microsoft Word - Trimble_Creek_Acquisition_CX.doc

    Broader source: Energy.gov (indexed) [DOE]

    funds to the Kalispel Tribe (Kalispel) for purchase of Trimble Creek (Doramus) Property Fish and Wildlife Project No.: 1992-061-00, Contract BPA-004991 Categorical Exclusion...

  17. Microsoft Word - CX_ThorneCreek_Final.doc

    Broader source: Energy.gov (indexed) [DOE]

    the Confederated Salish and Kootenai Tribes for purchase of the Thorne Creek Property. Fish and Wildlife Project No.: 2002-003-00, Contract CR-201269 Categorical Exclusion Applied...

  18. Microsoft Word - CX_Beaver Creek.doc

    Broader source: Energy.gov (indexed) [DOE]

    (BPA) funding to acquire the Beaver Creek property and to maintain this property for fish and wildlife habitat protection. Budget Information: Work Order 00225478 Fish and...

  19. Mantle Helium And Carbon Isotopes In Separation Creek Geothermal...

    Open Energy Info (EERE)

    Mantle Helium And Carbon Isotopes In Separation Creek Geothermal Springs, Three Sisters Area, Central Oregon- Evidence For Renewed Volcanic Activity Or A Long Term Steady State...

  20. E-Print Network 3.0 - asotin creek fencing Sample Search Results

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    and Plants 10 Volunteers removing sandbags Completed project site Summary: Campbell Creek Restoration Anchorage, Alaska Campbell Creek is an anadromous fish stream that flows...

  1. E-Print Network 3.0 - asotin creek instream Sample Search Results

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Watershed Council Water Quality Monitoring Program Summary: is of interest. To improve in-stream flow restoration effectiveness, implementation of the Whychus Creek... Creek...

  2. Assessing the Feasibility of Creek Daylighting in San Francisco, Part II: A Preliminary Analysis of Yosemite Creek

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

    or purchased properties) to daylight the stream? Or is itrestoration (Smith 2007). Why Daylight in San Francisco? Inof San Francisco to daylight Yosemite Creek, how and where

  3. Sediment and radionuclide transport in rivers. Phase 2. Field sampling program for Cattaraugus and Buttermilk Creeks, New York

    SciTech Connect (OSTI)

    Walters, W.H.; Ecker, R.M.; Onishi, Y.

    1982-04-01T23:59:59.000Z

    As part of a study on sediment and radionuclide transport in rivers, Pacific Northwest Laboratory (PNL) is investigating the effect of sediment on the transport of radionuclides in Cattaraugus and Buttermilk Creeks, New York. A source of radioactivity in these creeks is the Western New York Nuclear Service Center which consists of a low-level waste disposal site and a nuclear fuel reprocessing plant. Other sources of radioactivity include fallout from worldwide weapons testing and natural background radioactivity. The major objective of the PNL Field Sampling Program is to provide data on sediment and radionuclide characteristics in Cattaraugus and Buttermilk Creeks to verify the use of the Sediment and Radionuclide Transport model, SERATRA, for nontidal rivers. This report covers the results of field data collection conducted during September 1978. Radiological analysis of sand, silt, and clay size fractions of suspended and bed sediment, and water were performed. Results of these analyses indicate that the principal radionuclides occurring in these two water courses, with levels significantly higher than background levels, during the Phase 2 sampling program were Cesium-137 and Strontium-90. These radionuclides had significantly higher activity levels above background in the bed sediment, suspended sediment, and water samples. Other radionuclides that are possibly being released into the surface water environment by the Nuclear Fuel Services facilities are Plutonium-238, 239, and 240, Americium-241, Curium-244, and Tritium. More radionuclides were consistently found in the bed sediment as compared to suspended sediment. The fewest radionuclides were found in the water of Buttermilk and Cattaraugus Creeks. The higher levels were found in the bed sediments for the gamma-emitters and in the suspended sediment for the alpha and beta-emitters (not including Tritium).

  4. Big Canyon Creek Ecological Restoration Strategy.

    SciTech Connect (OSTI)

    Rasmussen, Lynn; Richardson, Shannon

    2007-10-01T23:59:59.000Z

    He-yey, Nez Perce for steelhead or rainbow trout (Oncorhynchus mykiss), are a culturally and ecologically significant resource within the Big Canyon Creek watershed; they are also part of the federally listed Snake River Basin Steelhead DPS. The majority of the Big Canyon Creek drainage is considered critical habitat for that DPS as well as for the federally listed Snake River fall chinook (Oncorhynchus tshawytscha) ESU. The Nez Perce Soil and Water Conservation District (District) and the Nez Perce Tribe Department of Fisheries Resources Management-Watershed (Tribe), in an effort to support the continued existence of these and other aquatic species, have developed this document to direct funding toward priority restoration projects in priority areas for the Big Canyon Creek watershed. In order to achieve this, the District and the Tribe: (1) Developed a working group and technical team composed of managers from a variety of stakeholders within the basin; (2) Established geographically distinct sub-watershed areas called Assessment Units (AUs); (3) Created a prioritization framework for the AUs and prioritized them; and (4) Developed treatment strategies to utilize within the prioritized AUs. Assessment Units were delineated by significant shifts in sampled juvenile O. mykiss (steelhead/rainbow trout) densities, which were found to fall at fish passage barriers. The prioritization framework considered four aspects critical to determining the relative importance of performing restoration in a certain area: density of critical fish species, physical condition of the AU, water quantity, and water quality. It was established, through vigorous data analysis within these four areas, that the geographic priority areas for restoration within the Big Canyon Creek watershed are Big Canyon Creek from stream km 45.5 to the headwaters, Little Canyon from km 15 to 30, the mainstem corridors of Big Canyon (mouth to 7km) and Little Canyon (mouth to 7km). The District and the Tribe then used data collected from the District's stream assessment and inventory, utilizing the Stream Visual Assessment Protocol (SVAP), to determine treatment necessary to bring 90% of reaches ranked Poor or Fair through the SVAP up to good or excellent. In 10 year's time, all reaches that were previously evaluated with SVAP will be reevaluated to determine progress and to adapt methods for continued success. Over 400 miles of stream need treatment in order to meet identified restoration goals. Treatments include practices which result in riparian habitat improvements, nutrient reductions, channel condition improvements, fish habitat improvements, invasive species control, water withdrawal reductions, improved hydrologic alterations, upland sediment reductions, and passage barrier removal. The Nez Perce Soil and Water Conservation District (District) and the Nez Perce Tribe Department of Fisheries Resource Management Watershed Division (Tribe) developed this document to guide restoration activities within the Big Canyon Creek watershed for the period of 2008-2018. This plan was created to demonstrate the ongoing need and potential for anadromous fish habitat restoration within the watershed and to ensure continued implementation of restoration actions and activities. It was developed not only to guide the District and the Tribe, but also to encourage cooperation among all stakeholders, including landowners, government agencies, private organizations, tribal governments, and elected officials. Through sharing information, skills, and resources in an active, cooperative relationships, all concerned parties will have the opportunity to join together to strengthen and maintain a sustainable natural resource base for present and future generations within the watershed. The primary goal of the strategy is to address aquatic habitat restoration needs on a watershed level for resident and anadromous fish species, promoting quality habitat within a self-sustaining watershed. Seven objectives have been developed to support this goal: (1) Identify factors limiting quality

  5. DRAFT ENVIRONMENTAL ASSESSMENT1 PINE CREEK DAM, OKLAHOMA2

    E-Print Network [OSTI]

    US Army Corps of Engineers

    #12;#12;DRAFT ENVIRONMENTAL ASSESSMENT1 PINE CREEK DAM, OKLAHOMA2 DAM SAFETY MODIFICATION3 &4 Environmental Assessment Pine Creek Dam, Oklahoma Dam Safety Modification & Interim Risk Reduction Measure of Federal Regulations, Part 230, the Tulsa District has assessed the environmental impacts of modifications

  6. Bear Creek Valley Watershed | Department of Energy

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels DataDepartment of Energy Your Density Isn't Your Destiny: The FutureComments fromofBatteries from Brine Batteries fromThermalBe aBear Creek

  7. Forest Creek Wind Farm | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualPropertyd8c-a9ae-f8521cbb8489Information HydroFontana, California:Group JumpHighCreek Wind

  8. Papalote Creek Wind Farm | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to: navigation, searchOfRoseConcernsCompanyPCN Technology Jump2011) |PanasonicPapalote Creek Wind

  9. Smith Creek Geothermal Project | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:Ezfeedflag JumpID-f < RAPID‎ |RippeyInformation SlimSloughCreek Geothermal Project

  10. Fermilab | Tritium at Fermilab | Kress Creek Results

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOEThe Bonneville Power AdministrationField8,Dist.New Mexico Feb. 13, 2013FocusreceivesTraffic SafetyKress Creek

  11. Cobb Creek Geothermal Facility | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia:PowerCER.png El CER esDatasetCityFundCo-benefitsCoalogix IncCobb Creek

  12. NAME: Green Gulch Creek Stream Restoration Project LOCATION: Redwood Creek Watershed in Marin County, CA (closest town is Muir Beach)

    E-Print Network [OSTI]

    US Army Corps of Engineers

    NAME: Green Gulch Creek Stream Restoration Project LOCATION: Redwood Creek Watershed in Marin County, CA (closest town is Muir Beach) ACRES: 1.5 acres riparian habitat; 0.3 miles of stream channel-modified, straightened, and downcut channel; relocate the farm road and fences paralleling the stream to provide

  13. Sesame fertilization on lakeland sand

    E-Print Network [OSTI]

    Huerta, Ramon Moreno

    1961-01-01T23:59:59.000Z

    Ma/or Sub]ect: Agronomy SESAME FERTILIZATION ON LAKELAND SAND A Thesis RAMON HUERTA M. Approved as to style and content hy: Chairssn of Conunittee Head of partment January 1961 ACKNOWLEDGEMENTS The author wishes to express his sincere... difference was approached in the third. 8 Ye s 1. 856 + 0, 0509 X 16 POUEDS GF SULFUR PER ACRE Figure 4. Effect of sulfur on yield of sesame seed, winter of 1958-59. The data result1ng fram the sulfur effect during the winter of 1958-59 crop...

  14. SAND 2004-0281P

    National Nuclear Security Administration (NNSA)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOn AprilA Approved: 5-13-14 FEDERALAmerica High EnergyNationalSpring 2014 NationalFallSAND

  15. technology offer SandTES -High Temperature Sand Thermal Energy Storage

    E-Print Network [OSTI]

    Szmolyan, Peter

    technology offer SandTES - High Temperature Sand Thermal Energy Storage key words: High Temperature Energy Storage | Fluidized Bed | Sand | The invention consists of a fluidized bed with internal heat together with Dr. Eisl of ENRAG GmbH. Background Thermal energy storage (TES) systems are essential

  16. Hoe Creek 1990 quarterly sampling cumulative report

    SciTech Connect (OSTI)

    Crader, S.E.; Huntington, G.S.

    1991-03-01T23:59:59.000Z

    Groundwater samples were collected and analyzed for benzene and for total phenols three times during 1990. This report summarizes the results of these sampling events and compares the results with those obtained in previous years. Possible further options for remediation of the Hoe Creek site was addressed. Three underground coal gasification (UCG) burns were performed by Lawrence Livermore National Laboratory for the US Department of Energy in 1976, 1977, and 1979 at the Hoe Creek site, which is about 20 miles south of Gillette, Wyoming. As a result of these burns, there has been considerable contamination of groundwater by various organic compounds. There have been three efforts at remediating this situation. In 1986 and again in 1987, contaminated water was pumped out, treated, and reinjected. In 1989, the water was pumped, treated, and sprayed into the atmosphere. Benzene and total phenols have been monitored at various monitoring wells as the site during 1990. The highest detected benzene concentration in 1990 was 220 {mu}g/L, and the highest total phenols concentration was 430 {mu}g/L. It is apparent that contamination is still above baseline levels, although the concentration of total phenols is far less than immediately after the burns. The burned coal seams are still releasing organic compounds into the groundwater that passes through them.

  17. Canadian Oil Sands: Canada's Energy Advantage

    E-Print Network [OSTI]

    Boisvert, Jeff

    crude oil production, global energy demand, the estimated reserves and resources at Syncrude, views that the world will need oil for decades to come, the expectations regarding oil sands productive capacityCanadian Oil Sands: Canada's Energy Advantage 0 #12;Forward looking information 1 In the interest

  18. Video Matching Peter Sand and Seth Teller

    E-Print Network [OSTI]

    Ouhyoung, Ming

    Video Matching Peter Sand and Seth Teller MIT Computer Science and Artificial Intelligence robotic motion control systems that would normally be used to ensure registra- tion of multiple video due to moving people, changes in lighting, and/or different exposure settings. e-mail: {sand

  19. SANDIA REPORT SAND2006-7744

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-7744 Unlimited Release Printed December 2006 Supersedes SAND2006-2161 Dated of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  20. SANDIA REPORT SAND2000-2094

    E-Print Network [OSTI]

    SANDIA REPORT SAND2000-2094 Unlimited Release Printed August 2000 Application of the Smart, for the United States Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; distribution is unlimited. #12;August 2000 i SAND2000-2094 Unlimited Release Printed August 2000 Application

  1. SANDIA REPORT SAND99-2758

    E-Print Network [OSTI]

    SANDIA REPORT SAND99-2758 Unlimited Release Printed November 1999 Modeling Decomposition Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further dissemination unlimited. #12;Inside front cover (disclaimer goes here) 2 #12;SAND99-2758 Unlimited Release Printed

  2. SANDIA REPORT SAND2012-1000

    E-Print Network [OSTI]

    Tesfatsion, Leigh

    SANDIA REPORT SAND2012-1000 Unlimited Release Printed September 2012 Project Report: A Survey for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account · · UNITED STATES OF AM ERICA 2 #12;SAND2012-1000 Unlimited Release Printed September 2012 Project Report

  3. SANDIA REPORT SAND2014-17401

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-17401 Unlimited Release Printed September 2014 Wave Energy Converter (WEC States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work://www.ntis.gov/help/ordermethods.asp?loc=7-4-0#online #12;3 SAND2014-17401 Unlimited Release Printed September 2014 Wave Energy Converter

  4. SANDIA REPORT SAND2014-2864

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-2864 Unlimited Release Printed March 2014 User Guidelines and Best Practices to apply Dakota to a simulation problem. This SAND report consti Corporation, for the U.S. Department of Energy's National Nuclear Security Administration under contract DE

  5. Assessing the Feasibility of Creek Daylighting in San Francisco, Part I: A Synthesis of Lessons Learned from Existing Urban Daylighting Projects

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

    Factors in Environmental Restoration: Strawberry Creek andBaxter Creek. Water Resource Center Archives, University ofNiazi. 2005. Blackberry Creek Daylighting Project, Berkeley:

  6. A Tidal Hydrology Assessment for Reconnecting Spring Branch Creek to Suisun Marsh, Solano County CA: Predicting the Impact to the Federally Listed Plant Soft Bird's Beak

    E-Print Network [OSTI]

    Olson, Jessica J.

    2011-01-01T23:59:59.000Z

    population in Spring Branch Creek has experienced decline inand up the Spring Branch Creek gradient on its own. Withor up the Spring Branch Creek gradient is necessary. 12

  7. Post-Project Evaluation of Channel Morphology, Invasive Plant Species, and Native Fish Habitat in Putah Creek in Winters, CA Six Years After Channel Relocation

    E-Print Network [OSTI]

    Blackledge, Gina; Boisrame, Gabrielle

    2011-01-01T23:59:59.000Z

    Resources Association 46(2):211-226. Putah Creek Council.2007. Putah Creek Explorer Book. Accessed November 2011. creek- watershed>. StreamWise.

  8. Redwood Creek, Marin County 2010 Monitoring Study of a Salmonid Habitat Stream Restoration Project: Seven-­?Year Post-­?Project Evaluation

    E-Print Network [OSTI]

    Crockett, Richard; Cundy, Fiona; Hanley, Colin

    2010-01-01T23:59:59.000Z

    Trends  in  Lagunitas  and  Redwood  Creek  Mt.  Tamalpais  n.d.   "Lower  Redwood  Creek."   nps.gov.   Golden  Gate  J.  Toby.  "Redwood  Creek  Topographic  Change  Write-­?

  9. Shock response of dry sand.

    SciTech Connect (OSTI)

    Reinhart, William Dodd; Thornhill, Tom Finley, III (,; ); Chhabildas, Lalit C.. (..); Vogler, Tracy John; Brown, Justin L.

    2007-08-01T23:59:59.000Z

    The dynamic compaction of sand was investigated experimentally and computationally to stresses of 1.8 GPa. Experiments have been performed in the powder's partial compaction regime at impact velocities of approximately 0.25, 0.5, and 0.75 km/s. The experiments utilized multiple velocity interferometry probes on the rear surface of a stepped target for an accurate measurement of shock velocity, and an impedance matching technique was used to deduce the shock Hugoniot state. Wave profiles were further examined for estimates of reshock states. Experimental results were used to fit parameters to the P-Lambda model for porous materials. For simple 1-D simulations, the P-Lambda model seems to capture some of the physics behind the compaction process very well, typically predicting the Hugoniot state to within 3%.

  10. Microsoft Word - XX 13 Coyote Creek land acquisition provides...

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Wildlife Area and the city of Eugene's Coyote Prairie wetland mitigation site, Coyote Creek provides a mix of rare wet prairie and riparian forest. Purchased through a closed-bid...

  11. Alternative Perspectives on the Battle of Wolf Creek of 1938

    E-Print Network [OSTI]

    Warde, Mary Jane

    2001-09-01T23:59:59.000Z

    The Battle of Wolf Creek in northwestern Oklahoma in 1838 was highly significant to the Cheyenne, Arapaho, Kiowa, Comanche, and Plains Apache tribes, but little known beyond their mutual frontier. Their oral accounts of the battle allow us...

  12. TR-019 Hydrology March 2002 Roberts Creek Study Forest

    E-Print Network [OSTI]

    TR-019 Hydrology March 2002 Roberts Creek Study Forest: effects of partial retention harvesting, 250-751-7001 Research Disciplines: Ecology ~ Geology ~ Geomorphology ~ Hydrology ~ Pedology ~ Geomorphology ~ Hydrology ~ Pedology ~ Silviculture ~ Wildlife Abstract

  13. Sediment dynamics of an impounded river: Yegua Creek, Texas

    E-Print Network [OSTI]

    Martinez, Adriana Elizabeth

    2009-05-15T23:59:59.000Z

    Dams have altered flow distributions in rivers everywhere, causing a host of changes in channel morphology and sediment dynamics. Although major changes in flow regime have occurred along Yegua Creek, Texas, since the closure of Somerville Dam...

  14. Microsoft Word - JockoSpringCreek_Scott_Acquisition_CX_Final...

    Broader source: Energy.gov (indexed) [DOE]

    purchase of Jocko Spring Creek Property. Fish and Wildlife Project No.: 2002-003-00, Contract BPA-44646 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021):...

  15. Microsoft Word - MissionCreek_Kingston_Acquisition_CX_final.doc

    Broader source: Energy.gov (indexed) [DOE]

    purchase of the Mission Creek Property. Fish and Wildlife Project No.: 2002-003-00, Contract BPA-44646 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.25...

  16. Microsoft Word - CX_PistolCreek_Final.doc

    Broader source: Energy.gov (indexed) [DOE]

    the Confederated Salish and Kootenai Tribes for purchase of the Pistol Creek Property. Fish and Wildlife Project No.: 2002-003-00 Categorical Exclusion Applied (from Subpart D, 10...

  17. Geology of the Salt Creek area, Mason County, Texas

    E-Print Network [OSTI]

    Harwood, William Eugene

    1959-01-01T23:59:59.000Z

    USRARy A $ M COLLEQE PP 7DAg GEOIAKY OF THE SALT CREEK ARRA, NASON COUIII'Y, TEXAS A Thesis By WILLI All EOGENE EAR%GOD Subsitted to the Graduate School of the Agricultural asd Nechasical College of Texas is partial iulfillsest... Fornation . ~ . e ~ ~ ~ ~ ~ ~ 19 Hiclrory sandstone nenbsr, Cap Hountain linestone nosher ~. . . 19 Lian Ilountain sandstone nenber . ~ . . ~ . . 19 W libel'ns Forsslt ion . . . ~ ~ ~, ~, ~ Welge sandstone nenbeF . ~ ~ ~ gorgon Creek linestone nsnber...

  18. The geoarchaeology of Buttermilk Creek, Bell County, Texas

    E-Print Network [OSTI]

    Gibson, Brandy Deanne

    1997-01-01T23:59:59.000Z

    THE GEOARCHAEOLOGY OF BUTTERMILK CREEK, BELL COUNTY, TEXAS A Thesis by BRANDY DEANNE GIBSON Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF ARTS... December 1997 Major Subject; Anthropology THE GEOARCHAEOLOGY OF BUTTERMILK CREEK& BELL COUNTY, TEXAS A Thesis by BRANDY DEANNE GIBSON Submitted to Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF ARTS...

  19. An economic evaluation of the Sulphur Creek Watershed Project

    E-Print Network [OSTI]

    Burns, Henry Taylor

    1967-01-01T23:59:59.000Z

    AN ECONOMIC EVALUATION OF THF. SULPHUR CREEK VIATERSHED PROJECT A Thesis by HENRY TAYLOR BURNS Submitted to the Graduate Colleoe of the Texas ARM University in partial fulfillmeni. of the requirements for the degree oi MASTER OF SC ENCE... August 1957 Major Subject: Agricultural Eco, . omics AN ECONOMIC EVALUATION OF THE SULPHUR CREEK 0/ATERSHED ?ROJFCT A Thesis by HENRY TAYLOR BURNS Approveo as to style and content by: /@~me::P~+' . J~'. ~&e. -' Read of Deparrner't, (Meeker j . 8...

  20. Types of Student Engagement and Commitment to Stream Stewardship: Strawberry Creek on University of California at Berkeley Campus

    E-Print Network [OSTI]

    Javier, Alexander; Jones, Darryl; Tannenbaum, Sara Rose

    2011-01-01T23:59:59.000Z

    participation in urban creek stewardship. p. 243-248. (Re)R. B. 1987. Strawberry Creek Management Plan, website.V.H. 1992. Strawberry Creek on the University of California,

  1. "Indian Rancherie on Dry Creek": An Early 1850s Indian Village on the Sacramento and San Joaquin County Line

    E-Print Network [OSTI]

    Farris, Glenn

    2008-01-01T23:59:59.000Z

    I "Indian Rancherie on Dry Creek": An Early 185Ds IndianIndian Rancherie on Dry Creek." Cahfomia Pictorial Letterimage of the rancheria on Dry Creek with a commentary relat-

  2. An assessment of stream flow and habitat quality for steelhead trout in San Pablo Creek, Contra Costa County

    E-Print Network [OSTI]

    Anderson, Shannah; Maldague, Lorraine

    2004-01-01T23:59:59.000Z

    conditions in lower hayfork creek. http://www.krisweb.com/Comparison of Peak Flow Values Creek Name Method U s e d ton i n g Equation Wildcat Creek Unit Runoff Index Q2=31.05cfs

  3. The Dry Susie Creek Site: Site Structure of Middle Archaic Habitation Features from the Upper Humboldt River Area, Nevada

    E-Print Network [OSTI]

    Smith, Craig S; Reust, Thomas P

    1995-01-01T23:59:59.000Z

    The Archaeology of James Creek Shelter. University of UtahIn: The Archaeology of James Creek Shelter, Robert G. Elston244-266 (1995). The Dry Susie Creek Site: Site Structure of

  4. Alteration of the groundwater table due to construction of a floodplain bypass at Upper Pine Creek, Concord, California

    E-Print Network [OSTI]

    Williams, John L III

    2003-01-01T23:59:59.000Z

    66 Exploratory Boring 67 Natural Creek 72 Floodplain BypassChannel 78 Floodplain Bypass Channel 65 Natural Creek 69Natural Creek Table 2 Post-Project Groundwater Table Raw

  5. Saeltzer Dam Removal on Clear Creek 11 years later: An assessment of upstream channel changes since the dam's removal

    E-Print Network [OSTI]

    Simons, Crystal; Walker, Katelyn; Zimring, Mark

    2011-01-01T23:59:59.000Z

    pages. Brown, M. (n.d. ). Clear Creek—McCormick-Saeltzer DamBrown, M. (2011). 2011 Clear Creek Technical Team Report froAssessment: Lower Clear Creek Anadromous Fish Restoration &

  6. Changing Obsidian Sources at the Lost Dune and McCoy Creek Sites, Blitzen Valley, Southeast Oregon

    E-Print Network [OSTI]

    Lyons, William H; Thomas, Scott P; Skinner, Craig E

    2001-01-01T23:59:59.000Z

    Dune (35HA792); MC = McCoy Creek (35HA1263) Component ffl;sample. Provenience of McCoy Creek artifacts from Musil (AT THE LOST DUNE AND MCCOY CREEK SITES OREGON NEVADA Burns

  7. Post-Project Appraisal of Baxter Creek at Booker T. Anderson Park : Shopping Carts - The New Boulders

    E-Print Network [OSTI]

    Bronner, Colleen; McKeon, Maggie; Weston, Janel

    2005-01-01T23:59:59.000Z

    water deposition BAXTER CREEK X-SECTION V, NOVEMBER 2005Cross Section VI: BAXTER CREEK X-SECTION VI, JANUARY 2001water deposition BAXTER CREEK X-SECTION VI, NOVEMBER 2005

  8. A Conceptual Restoration Plan and Tidal Hydrology Assessment for Reconnecting Spring Branch Creek to Suisun Marsh, Solano County, California

    E-Print Network [OSTI]

    Olson, Jessica J.

    2012-01-01T23:59:59.000Z

    for Reconnecting Spring Branch Creek to Suisun Marsh, SolanoFramework CHAPTER 2. SPRING BRANCH CREEK SITE ASSESSMENT 2.1Model for Spring Branch Creek Following Reconnection CHAPTER

  9. Post-Project Performance Assessment of a Multi-Phase Urban Stream Restoration Project on Lower Codornices Creek

    E-Print Network [OSTI]

    Docto, Mia; Hoffman, Johanna; Walls, Scott

    2011-01-01T23:59:59.000Z

    1688.1990.tb01380.x. Codornices Creek Restoration, PHASE 11.Vol. 04-108. Urban Creeks Council, Berkeley, CA. 37 pp. + 4Engineering. 2010. Results of Creek Monitoring Codornices

  10. The perfect storm : flow through a restored compound channel : Tassajara Creek, Dublin, CA : assessment of the roughness, flow, floodplain conveyance, and compound channel capacity of the restoration of Tassajara Creek from the high-water marks of a 20-year storm

    E-Print Network [OSTI]

    Chan, Andre; Heard, Sarah K

    2006-01-01T23:59:59.000Z

    Morphology in the Tassajara Creek Restoration Project Area:Compound Channel, Tassajara Creek, Dublin, CA Andre Chan andBack: Monitoring the Tassajara Creek Restoration Project. UC

  11. A finite element analysis of pneumatic-tire/sand interactions

    E-Print Network [OSTI]

    Grujicic, Mica

    A finite element analysis of pneumatic-tire/sand interactions during off-road vehicle travel M pneumatic tire and sand during off-road vehicle travel. Keywords Finite element analysis, Road vehicles and for other tire/sand combinations. Since the finite element analysis of the tire/sand interaction enables

  12. Nigeria to step up tar sands activity

    SciTech Connect (OSTI)

    Not Available

    1987-03-01T23:59:59.000Z

    The Nigerian government has directed its Ministry of Mines, Power and Steel to assume responsibility for the exploration and exploitation of tar sands deposits in Bendel, Ondo and Oyo States. The directive resulted from a survey report by the University of Ife's geological consultancy unit on bituminous sand deposits in the area. The statement said the government was satisfied that there were large commercial quantities of the sands in the three states. The survey had reported that Nigeria could recover between 31 and 40 billion barrels of heavy crude from the tar sand deposits. Exploration for hydrocarbons is currently going on in Anambra and Lake Chad basins as well as the Benue Trough. Apart from the Nigerian National Petroleum Corporation, Shell Petroleum and Gulf Oil have begun exploration activities in the Ondo area. Meanwhile, Nigeria has had to import heavy crude from Venezuela, for processing at the Kaduna refinery.

  13. New method for sand control and well stimulation in unconsolidated dirty sands

    SciTech Connect (OSTI)

    Aslesen, K.S.; Short, C.J.; Terwilliger, P.L.

    1981-01-01T23:59:59.000Z

    A new technique, the Solder Glass sand consolidation well completion method, has been developed which allows unlimited drawdown and improves productivity in wells completed in unconsolidated formations containing shales and clays. This technique eliminates the problems of sand production and fines migration by artificially consolidating a volume of reservoir sand near the wellbore. The consolidation is resistant to high temperature, chemical attack, and degradation resulting from high velocity fluid flow. Additionally, porosity and permeability in the consolidated volume of reservoir sand are improved as a result of irreversible dehydration of clays. 12 refs.

  14. Treating tar sands formations with dolomite

    DOE Patents [OSTI]

    Vinegar, Harold J.; Karanikas, John Michael

    2010-06-08T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. The tar sands formation may include dolomite and hydrocarbons. Methods may include providing heat at less than the decomposition temperature of dolomite from one or more heaters to at least a portion of the formation. At least some of the hydrocarbon fluids are mobilized in the formation. At least some of the hydrocarbon fluids may be produced from the formation.

  15. Ecological effects of contaminants and remedial actions in Bear Creek

    SciTech Connect (OSTI)

    Southworth, G.R.; Loar, J.M.; Ryon, M.G.; Smith, J.G.; Stewart, A.J. (Oak Ridge National Lab., TN (United States)); Burris, J.A. (C. E. Environmental, Inc., Tallahassee, FL (United States))

    1992-01-01T23:59:59.000Z

    Ecological studies of the Bear Creek watershed, which drains the area surrounding several Oak Ridge Y-12 Plant waste disposal facilities, were initiated in May 1984 and are continuing at present. These studies consisted of an initial, detailed characterization of the benthic invertebrate and fish communities in Bear Creek, and they were followed by a presently ongoing monitoring phase that involves reduced sampling intensities. The characterization phase utilized two approaches: (1) instream sampling of benthic invertebrate and fish communities in Bear Creek to identify spatial and temporal patterns in distribution and abundance and (2) laboratory bioassays on water samples from Bear Creek and selected tributaries to identify potential sources of toxicity to biota. The monitoring phase of the ecological program relates to the long-term goals of identifying and prioritizing contaminant sources and assessing the effectiveness of remedial actions. It continues activities of the characterization phase at less frequent intervals. The Bear Greek Valley is a watershed that drains the area surrounding several closed Oak Ridge Y-12 Plant waste disposal facilities. Past waste disposal practices in Bear Creek Valley resulted in contamination of Bear Creek and consequent ecological damage. Extensive remedial actions have been proposed at waste sites, and some of the have been implemented or are now underway. The proposed study plan consists of an initial, detailed characterization of the benthic invertebrate and fish communities in Bear Creek in the first year followed by a reduction in sampling intensity during the monitoring phase of the plan. The results of sampling conducted from May 1984 through early 1989 are presented in this report.

  16. North Blowhorn Creek oil field - a stratigraphic trap in Black Warrior basin of Alabama

    SciTech Connect (OSTI)

    Bearden, B.L.; Mancini, E.A.; Reeves, P.R.

    1984-04-01T23:59:59.000Z

    The Black Warrior basin of northwestern Alabama contains shallow oil and gas prospects. To date more than 1000 wells have been drilled in the region and more than 90 petroleum fields and pools have been discovered. Mississippian sandstone reservoirs are the most productive horizons for hydrocarbons in the basin, and the Carter sandstone is the most prolific. Identification of stratigraphic traps will enhance petroleum exploration by delineating sand body geometry. Definition reservoir thickness and extent is critical for identifying successful prospects. The North Blowhorn Creek field in Lamar County, Alabama, which produces from the Carter sandstone, is a prime example of a stratigraphic trap. As of March 1983, this field has produced a total of 657,678 bbl of oil and 972,3 mmcf of gas. The Carter sandstone there was deposited as part of a delta which prograded from northwest to southeast across the Black Warrior basin of Alabama. Primary and secondary porosity in the Carter sandstone ranges from 10 to 16% with an average of 13.5%. Permeability ranges from approximately .01-29 md with an average of 10 md. The Parkwood shales interbedded with the Carter sandstone are probably the primary petroleum source beds of the Mississippian hydrocarbons.

  17. The feasibility of residential development in the newly master planned Ship Creek area of Anchorage, Alaska

    E-Print Network [OSTI]

    Debenham, Shaun T. (Shaun Todd), 1973-

    2004-01-01T23:59:59.000Z

    The aim of this thesis is to determine if a 40 unit condominium complex located in the Ship Creek area in Anchorage, Alaska, is financially feasible. Historically, Ship Creek has been an industrial area but recently the ...

  18. Rainwater in the Urban Landscape: The Garrison Creek Demonstration Project [Infrastructure as Landscape, Landscape as Infrastructure

    E-Print Network [OSTI]

    Brown, James; Storey, Kim

    1996-01-01T23:59:59.000Z

    ^7 ' g s PLACES BROWN AND ST O RE Y : G A RR I SO N CREEKspace. Toronto's Garrison Creek is a typical example of theits landscape. Today the creek flows through an elaborate,

  19. EA-1219: Hoe Creek Underground Coal Gasification Test Site Remediation, Campbell County, Wyoming

    Broader source: Energy.gov [DOE]

    This EA evaluates the environmental impacts for the proposed Hoe Creek Underground Coal Gasification Test Site Remediation that would be performed at the Hoe Creek site in Campbell County, Wyoming.

  20. Scotch Creek Wildlife Area 2007-2008 Annual Report.

    SciTech Connect (OSTI)

    Olson, Jim [Washington Department of Fish and Wildlife

    2008-11-03T23:59:59.000Z

    The Scotch Creek Wildlife Area is a complex of 6 separate management units located in Okanogan County in North-central Washington State. The project is located within the Columbia Cascade Province (Okanogan sub-basin) and partially addresses adverse impacts caused by the construction of Chief Joseph and Grand Coulee hydroelectric dams. With the acquisition of the Eder unit in 2007, the total size of the wildlife area is now 19,860 acres. The Scotch Creek Wildlife Area was approved as a wildlife mitigation project in 1996 and habitat enhancement efforts to meet mitigation objectives have been underway since the spring of 1997 on Scotch Creek. Continuing efforts to monitor the threatened Sharp-tailed grouse population on the Scotch Creek unit are encouraging. The past two spring seasons were unseasonably cold and wet, a dangerous time for the young of the year. This past spring, Scotch Creek had a cold snap with snow on June 10th, a critical period for young chicks just hatched. Still, adult numbers on the leks have remained stable the past two years. Maintenance of BPA funded enhancements is necessary to protect and enhance shrub-steppe and to recover and sustain populations of Sharp-tailed grouse and other obligate species.

  1. Recurrent faulting and petroleum accumulation, Cat Creek Anticline, central Montana

    SciTech Connect (OSTI)

    Nelson, W.J. (Illinois State Geological Survey, Champaign (United States))

    1991-06-01T23:59:59.000Z

    The Cat Creek anticline, scene of central Montana's first significant oil discovery, is underlain by a south-dipping high-angle fault (Cat Creek fault) that has undergone several episodes of movement with opposite sense of displacement. Borehole data suggest that the Cat Creek fault originated as a normal fault during Proterozoic rifting concurrent with deposition of the Belt Supergroup. Reverse faulting took place in Late Cambrian time, and again near the end of the Devonian Period. The Devonian episode, coeval with the Antler orogeny, raised the southern block several hundred feet. The southern block remained high through Meramecian time, then began to subside. Post-Atokan, pre-Middle Jurassic normal faulting lowered the southern block as much as 1,500 ft. During the Laramide orogeny (latest Cretaceous-Eocene) the Cat Creek fault underwent as much as 4,000 ft of reverse displacement and a comparable amount of left-lateral displacement. The Cat Creek anticline is a fault-propagation fold; en echelon domes and listric normal faults developed along its crest in response to wrenching. Oil was generated mainly in organic-rich shales of the Heath Formation (upper Chesterian Series) and migrated upward along tectonic fractures into Pennsylvanian, Jurassic, and Cretaceous reservoir rocks in structural traps in en echelon domes. Production has been achieved only from those domes where structural closure was retained from Jurassic through Holocene time.

  2. Analysis of geothermal electric-power generation at Big Creek Hot Springs, Lemhi County, Idaho

    SciTech Connect (OSTI)

    Struhsacker, D.W. (ed.)

    1981-01-01T23:59:59.000Z

    Big Creek Hot Springs was evaluated as a source of electrical power for the Blackbird Cobalt Mine, approximately 13 miles south of the hot spring. An evaluaton of the geothermal potential of Big Creek Hot Springs, a suggested exploration program and budget, an engineering feasibility study of power generation at Big Creek Hot Springs, an economic analysis of the modeled power generating system, and an appraisal of the institutional factors influencing development at Big Creek Hot Springs are included.

  3. Perspectives on Dam Removal: York Creek Dam and the Water Framework Directive

    E-Print Network [OSTI]

    Lawrence, Justin E; Pollak, Josh D; Richmond, Sarah F

    2008-01-01T23:59:59.000Z

    Environmental Impact Report, Upper York Creek Ecosystem Restoration Project on April 8, 2008 to learn more about the history

  4. Inorganic water chemistry 71 Chapter 4 -Inorganic Water Chemistry of the Boulder Creek

    E-Print Network [OSTI]

    Inorganic water chemistry 71 Chapter 4 - Inorganic Water Chemistry of the Boulder Creek Watershed Creek Watershed, Colorado were determined on a suite of water samples collected during high and low flow sixteen stream sites, twelve tributaries/inflows, and Saint Vrain Creek. The most upstream site was above

  5. CHEMICAL AND HYDROLOGIC DATA FROM THE CEMENT CREEK AND UPPER ANIMAS RIVER CONFLUENCE AND

    E-Print Network [OSTI]

    CHEMICAL AND HYDROLOGIC DATA FROM THE CEMENT CREEK AND UPPER ANIMAS RIVER CONFLUENCE AND MIXING.S. Geological Survey #12;CHEMICAL AND HYDROLOGIC DATA FROM THE CEMENT CREEK AND UPPER ANIMAS RIVER CONFLUENCE.H., Schemel, L.E., 2007, Chemical and hydrologic data form the Cement Creek and upper Animas River confluence

  6. Roberts Creek Study Forest: the effects of shelterwood harvesting and blowdown

    E-Print Network [OSTI]

    is sediment produc- tion in domestic water supply creeks. The effects of timber harvesting on sedimentRoberts Creek Study Forest: the effects of shelterwood harvesting and blowdown on sediment production in a small zero-order creek by Robert O. Hudson and Brian D'Anjou KEYWORDS: Shelterwood harvest

  7. Fast-growing willow shrub named `Fish Creek`

    SciTech Connect (OSTI)

    Abrahamson, Lawrence P.; Kopp, Richard F.; Smart, Lawrence B.; Volk, Timothy A.

    2007-05-08T23:59:59.000Z

    A distinct male cultivar of Salix purpurea named `Fish Creek`, characterized by rapid stem growth producing greater than 30% more woody biomass than either of its parents (`94001` and `94006`) and 20% more biomass than a current production cultivar (`SV1`). `Fish Creek` can be planted from dormant stem cuttings, produces multiple stems after coppice, and the stem biomass can be harvested when the plant is dormant. In the spring following harvest, the plant will re-sprout very vigorously, producing new stems that can be harvested after two to four years of growth. This harvest cycle can be repeated several times. The stem biomass can be chipped and burned as a source of renewable energy, generating heat and/or electricity. `Fish Creek` displays a low incidence of rust disease or damage by beetles or sawflies.

  8. Fast-growing willow shrub named `Fish Creek`

    DOE Patents [OSTI]

    Abrahamson, Lawrence P.; Kopp, Richard F.; Smart, Lawrence B.; Volk, Timothy A.

    2007-05-08T23:59:59.000Z

    A distinct male cultivar of Salix purpurea named `Fish Creek`, characterized by rapid stem growth producing greater than 30% more woody biomass than either of its parents (`94001` and `94006`) and 20% more biomass than a current production cultivar (`SV1`). `Fish Creek` can be planted from dormant stem cuttings, produces multiple stems after coppice, and the stem biomass can be harvested when the plant is dormant. In the spring following harvest, the plant will re-sprout very vigorously, producing new stems that can be harvested after two to four years of growth. This harvest cycle can be repeated several times. The stem biomass can be chipped and burned as a source of renewable energy, generating heat and/or electricity. `Fish Creek` displays a low incidence of rust disease or damage by beetles or sawflies.

  9. Identification and characterization of wetlands in the Bear Creek watershed

    SciTech Connect (OSTI)

    Rosensteel, B.A. [JAYCOR, Oak Ridge, TN (United States); Trettin, C.C. [Oak Ridge National Lab., TN (United States)

    1993-10-01T23:59:59.000Z

    The primary objective of this study was to identify, characterize, and map the wetlands in the Bear Creek watershed. A preliminary wetland categorization system based on the Cowardin classification system (Cowardin et al. 1979) with additional site-specific topographic, vegetation, and disturbance characteristic modifiers was developed to characterize the type of wetlands that exist in the Bear Creek watershed. An additional objective was to detect possible relationships among site soils, hydrology, and the occurrence of wetlands in the watershed through a comparison of existing data with the field survey. Research needs are discussed in the context of wetland functions and values and regulatory requirements for wetland impact assessment and compensatory mitigation.

  10. Analytical mesoscale modeling of aeolian sand transport

    E-Print Network [OSTI]

    Marc Lämmel; Anne Meiwald; Klaus Kroy

    2014-05-03T23:59:59.000Z

    We analyze the mesoscale structure of aeolian sand transport, based on a recently developed two-species continuum model. The calculated sand flux and important average characteristics of the grain trajectories are found to be in remarkable agreement with field and wind-tunnel data. We conclude that the essential mesoscale physics is insensitive to unresolved details on smaller scales and well captured by the coarse-grained analytical model, thus providing a sound basis for precise and numerically efficient mesoscale modeling of aeolian structure formation.

  11. Creating fluid injectivity in tar sands formations

    DOE Patents [OSTI]

    Stegemeier, George Leo; Beer, Gary Lee; Zhang, Etuan

    2012-06-05T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. Methods for treating a tar sands may include heating a portion of a hydrocarbon layer in the formation from one or more heaters located in the portion. The heat may be controlled to increase the permeability of at least part of the portion to create an injection zone in the portion with an average permeability sufficient to allow injection of a fluid through the injection zone. A drive fluid and/or an oxidizing fluid may be provided into the injection zone. At least some hydrocarbons including mobilized hydrocarbons are produced from the portion.

  12. Skin friction for steel piles in sand

    E-Print Network [OSTI]

    Sulaiman, Ibrahim Hikmat

    1967-01-01T23:59:59.000Z

    MOVEMENT 4) For dry pile tests at initial void ratio of 0. 63, the assumption of a Coulomb type failure applies and the envelope is shown in Figure 23. The skin friction computed is the total friction caused by applied load. and. the static load caused... Sand 43 22. Skin Friction-Chamber Pressure Ratio Versus Pile Movement for Dense Dry Sand 44 23 ~ 24. Mohr Envelope for Skin Friction Measured. and Assumed. Pile Deformation 49 25 ~ Computed and Actual Load-Movement Curves for Test Pile 1 26...

  13. Creating fluid injectivity in tar sands formations

    DOE Patents [OSTI]

    Stegemeier, George Leo; Beer, Gary Lee; Zhang, Etuan

    2010-06-08T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. Methods for treating a tar sands may include heating a portion of a hydrocarbon layer in the formation from one or more heaters located in the portion. The heat may be controlled to increase the permeability of at least part of the portion to create an injection zone in the portion with an average permeability sufficient to allow injection of a fluid through the injection zone. A drive fluid and/or an oxidizing fluid may be provided into the injection zone. At least some hydrocarbons are produced from the portion.

  14. Sand Mountain Electric Cooperative- Residential Heat Pump Loan Program

    Broader source: Energy.gov [DOE]

    The Sand Mountain Electric Cooperative offers a heat pump loan program to eligible residential members. To qualify, members must have had power with Sand Mountain Electric Cooperative for at least...

  15. athabasca tar sands: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    tar sands resources are estimated at 60 to 80 unknown authors 2 Request received (from Norway, regarding e-mail titled "Grandparents Oppose Tar Sands"): Thanks. I have seen them in...

  16. Figure 1. Typical Slow Sand Filter Schematic Supernatant Water

    E-Print Network [OSTI]

    Figure 1. Typical Slow Sand Filter Schematic Headspace Supernatant Water Schmutzdecke Raw water Supernatant drain Filter drain & backfill Sand media Support gravel Drain tile Adjustable weir Overflow weir Vent Control valve Treated Water Effluent flow control structure Overflow Assessing Temperature

  17. Laboratory investigations of effective flow behavior in unsaturated heterogeneous sands

    E-Print Network [OSTI]

    Wildenschild, Dorthe

    Laboratory investigations of effective flow behavior in unsaturated heterogeneous sands D, Lyngby Abstract. Two-dimensional unsaturated flow and transport through heterogeneous sand was investigated under controlled laboratory conditions. The unsaturated hydraulic conductivity of five homogeneous

  18. EIS-0415: Deer Creek Station Energy Facility Project, South Dakota

    Broader source: Energy.gov [DOE]

    This EIS analyzes WAPA's decision to approve the interconnection request made by Basin Electric Power Cooperative (Basin Electric) with the USDA Rural Utilities Service (RUS) proposing to provide financial assistance, for the Deer Creek Station Project, a proposed 300-megawatt (MW) natural gas-fired generation facility.

  19. Tillman Creek Mitigation Site As-Build Report.

    SciTech Connect (OSTI)

    Gresham, Doug [Otak, Inc.

    2009-05-29T23:59:59.000Z

    This as-built report describes site conditions at the Tillman Creek mitigation site in South Cle Elum, Washington. This mitigation site was constructed in 2006-2007 to compensate for wetland impacts from the Yakama Nation hatchery. This as-built report provides information on the construction sequence, as-built survey, and establishment of baseline monitoring stations.

  20. Ventilation planning at Energy West's Deer Creek mine

    SciTech Connect (OSTI)

    Tonc, L.; Prosser, B.; Gamble, G. [Pacific Corp., Huntington, UT (United States)

    2009-08-15T23:59:59.000Z

    In 2004 ventilation planning was initiated to exploit a remote area of Deer Creek mine's reserve (near Huntington, Utah), the Mill Fork Area, located under a mountain. A push-pull ventilation system was selected. This article details the design process of the ventilation system upgrade, the procurement process for the new fans, and the new fan startup testing. 5 figs., 1 photo.

  1. sanfranciscoestuaryinstitute//finalreport Coyote Creek/Coyote Valley

    E-Print Network [OSTI]

    Laguna Seca Coyote Creek Fisher Cr. #12;III - 49 sanfranciscoestuaryinstitute//finalreport Map 4B-ca.1800, green; project boundary, white (scale 1:40,000; 1"~3300'; 1 square inch ~250 acres; original photographs, with historicaL Landscape features overLay. Historical fluvial features in blue; other features, green; project

  2. Okanogan Focus Watershed Salmon Creek : Annual Report 1999.

    SciTech Connect (OSTI)

    Lyman, Hilary

    1999-11-01T23:59:59.000Z

    During FY 1999 the Colville Tribes and the Okanogan Irrigation District (OID) agreed to study the feasibility of restoring and enhancing anadromous fish populations in Salmon Creek while maintaining the ability of the district to continue full water service delivery to it members.

  3. University of Minnesota UMore Park Sand and Gravel Resources

    E-Print Network [OSTI]

    Netoff, Theoden

    for the extraction or mining of sand, gravel, stone, or other nonmetallic minerals, other than peat, which

  4. Wind-Blown Sand: Threshold of Motion

    E-Print Network [OSTI]

    Swann, Christy Michelle

    2014-11-12T23:59:59.000Z

    ....................................................................................... 43 13 Bedload trap designed for this study .................................................................................. 45 14 Schematic of internal adjustable chimney adjusted to the height of the surface... predicting the threshold for wind-blown sand in natural environments are rooted in the original wind tunnel work of Bagnold (1936). He introduced an empirically-calibrated model of the threshold using shear velocity, 𝑢?: a height independent variable...

  5. CONTRACTOR REPORT SAND97-3002

    E-Print Network [OSTI]

    presents a detailed analysis of the results from fatigue studies of wind turbine blade composite materials are evident in the range of materials currently used in many blades. A preliminary evaluation of knockdownsCONTRACTOR REPORT SAND97-3002 Unlimited Distribution UC-1210 DOE/MSU COMPOSITE MATERIAL FATIGUE

  6. SANDIA REPORT SAND2003-8550

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2003-8550 Unlimited Release Printed October 2003 Stationarity Results Company, for the United States Department of Energy's National Nuclear Security Administration under by Sandia National Laboratories, operated for the United States Department of Energy by Sandia Corporation

  7. SANDIA REPORT SAND2007-0905

    E-Print Network [OSTI]

    Bochev, Pavel

    SANDIA REPORT SAND2007-0905 Unlimited Release Printed February, 2007 Blended Atomistic Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04

  8. SANDIA REPORT SAND2014-17474

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-17474 Unlimited Release Printed September 2014 Investigation of Wave Energy for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account.S. Department of Energy's National Nuclear Security Administration under contract DE-AC04-94AL85000. Approved

  9. SANDIA REPORT SAND2006-5315

    E-Print Network [OSTI]

    Lewis, Robert Michael

    SANDIA REPORT SAND2006-5315 Unlimited Release Printed August 2006 A generating set direct search, a Lockheed Martin Company, for the United States Department of Energy's National Nuclear Security. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  10. SANDIA REPORT SAND2007-6422

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2007-6422 Printed October 2007 Resolving the Sign Ambiguity in the Singular Value States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work Martin Company, for the United States Department of Energy's National Nuclear Security Administration

  11. SANDIA REPORT SAND2007-3257

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2007-3257 Unlimited Release Printed May 2007 Nonlinearly-Constrained Optimization for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  12. SANDIA REPORT SAND2006-5315

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-5315 ct search ian algorithm for combination of nstraints . M. Lewis, and V,for the United States Departmentof Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL;Issued by Sandia National Laboratories, operated for the United States Department of Energy by Sandia

  13. SANDIA REPORT SAND2009-0857

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2009-0857 Unlimited Release Printed February 2009 An Optimization Approach for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  14. SANDIA REPORT SAND2011-3119

    E-Print Network [OSTI]

    SANDIA REPORT SAND2011-3119 Unlimited Release Printed May 2011 Proton Exchange Membrane Fuel Cells Corporation, for the U.S. Department of Energy's National Nuclear Security Administration under contract DE National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  15. SANDIA REPORT SAND2009-6670

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2009-6670 Unlimited Release Printed October 2009 Generalized Bad of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  16. SANDIA REPORT SAND2013-0501

    E-Print Network [OSTI]

    SANDIA REPORT SAND2013-0501 Unlimited Release Printed February 2013 Vessel Cold-Ironing Using of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored, a wholly owned subsidiary of Lockheed Martin Corporation, for the U.S. Department of Energy's National

  17. SANDIA REPORT SAND2007-2706

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2007-2706 Unlimited Release Printed May 2007 Cross-Language Information Retrieval States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work operated by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy

  18. SANDIA REPORT SAND2005-6864

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2005-6864 Unlimited Release Printed November 2005 Robust Large-scale Parallel for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  19. SANDIA REPORT SAND2007-6702

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2007-6702 Unlimited Release Printed November 2007 Tensor Decompositions Corporation, a Lockheed Martin Company, for the United States Department of Energy's National Nuclear Security. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  20. SANDIA REPORT SAND2008-6553

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2008-6553 Unlimited Release Printed October 2008 Asynchronous parallel hybrid States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work operated by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy

  1. SANDIA REPORT SAND2006-4466

    E-Print Network [OSTI]

    Howle, Victoria E.

    SANDIA REPORT SAND2006-4466 Unlimited Release Printed July 2006 The Effect of Boundary Conditions Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04

  2. SANDIA REPORT SAND2014-16840

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-16840 Unlimited Release Printed August 2014 Investigation of Wave Energy for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account.S. Department of Energy's National Nuclear Security Administration under contract DE-AC04-94AL85000. Approved

  3. SANDIA REPORT SAND2004-8055

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2004-8055 Unlimited Release Printed February 2004 Revisiting Asynchronous of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  4. SANDIA REPORT SAND2006-7592

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-7592 2006 Efficient MATLAB computations with sparse and factored tensorsWaUonunder A #12;Issued by Sandia National Laboratories, operated for the United StatesDepartment of Energy by Sandia Corporation. NOTICE:This report was prepared as an accountof work sponsoredby an agency

  5. SANDIA REPORT SAND2006-2161

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-2161 Unlimited Release Printed June 2006 Temporal Analysis of Social for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  6. SANDIA REPORT SAND2006-4055

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-4055 Unlimited Release Printed October 2006 DAKOTA, A Multilevel Parallel Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04

  7. SANDIA REPORT SAND2004-3487

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2004-3487 Unlimited Release Printed July 2004 A Preliminary Report Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL

  8. SANDIA REPORT SAND2011-1877

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2011-1877 Unlimited Release Printed March 2011 Making Tensor Factorizations Corporation, for the U.S. Department of Energy's National Nuclear Security Administration under contract DE National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  9. SANDIA REPORT SAND99-2953

    E-Print Network [OSTI]

    SANDIA REPORT SAND99-2953 Unlimited Release Printed November 1999 a Shaped-Charge Parallel by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under Contract laboratories #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  10. SANDIA REPORT SAND2008-5844

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2008-5844 Unlimited Release Printed September 2008 Concurrent Optimization for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  11. SANDIA REPORT SAND2009-4494

    E-Print Network [OSTI]

    SANDIA REPORT SAND2009-4494 Unlimited Release Printed July 2009 Algebraic Connectivity and Graph of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  12. SANDIA REPORT SAND2004-6391

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2004-6391 Unlimited Release Printed December 2004 APPSPACK 4.0: Asynchronous for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  13. SANDIA REPORT SAND2011-4130

    E-Print Network [OSTI]

    SANDIA REPORT SAND2011-4130 Unlimited Release DAKOTA JAGUAR 2.1 User's Manual Brian M. Adams Ethan, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared.S. Department of Energy's National Nuclear Security Administration under contract DE-AC04-94AL85000. Approved

  14. SANDIA REPORT SAND2013-2789

    E-Print Network [OSTI]

    Tesfatsion, Leigh

    SANDIA REPORT SAND2013-2789 Printed April 2013 New Wholesale Power Market Design Using Linked of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored Forward Markets A Study for the DOE Energy Storage Systems Program Leigh S. Tesfatsion, C´esar A. Silva

  15. SANDIA REPORT SAND2014-17460

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-17460 Unlimited Release Printed September 2014 Wave Energy Converter Effects for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of Energy's National Nuclear Security Administration under contract DE-AC04-94AL85000. Approved for public

  16. SANDIA REPORT SAND2004-6574

    E-Print Network [OSTI]

    Wilcox, Lucas C.

    SANDIA REPORT SAND2004-6574 Unlimited Release Printed January 4, 2005 Sensitivity Technologies Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04

  17. SANDIA REPORT SAND 2011-3446

    E-Print Network [OSTI]

    SANDIA REPORT SAND 2011- 3446 Unlimited Release Printed October 2011 Phoenix: Complex Adaptive for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL85000. Approved for public

  18. SANDIA REPORT SAND2003-8516

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2003-8516 Unlimited Release Printed September 2003 Optimizing and Empirical Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL

  19. SANDIA REPORT SAND2004-4596

    E-Print Network [OSTI]

    Ho, Cliff

    SANDIA REPORT SAND2004-4596 Unlimited Release Printed September 2004 Sensors for Environmental Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL

  20. SANDIA REPORT SAND2006-6286

    E-Print Network [OSTI]

    SANDIA REPORT SAND2006-6286 Unlimited Release Printed October 2006 Solution-Verified Reliability, a Lockheed Martin Company, for the United States Department of Energy's National Nuclear Security. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  1. SANDIA REPORT SAND2006-4621

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-4621 Unlimited Release Printed August 2006 Asynchronous parallel generating Company, for the United States Department of Energy's National Nuclear Security Administration under by Sandia National Laboratories, operated for the United States Department of Energy by Sandia Corporation

  2. SANDIA REPORT SAND2005-0336

    E-Print Network [OSTI]

    Ho, Cliff

    SANDIA REPORT SAND2005-0336 Unlimited Release Printed Month/Year FY04 Field Evaluations of an In Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the United States Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL

  3. SANDIA REPORT SAND2001-0643

    E-Print Network [OSTI]

    Ho, Cliff

    SANDIA REPORT SAND2001-0643 Unlimited Release Printed March 2001 Review of Chemical Sensors for In of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored, for the United States Department of Energy under Contract DE-AC04-94AL85000. Approved for public release; further

  4. SANDIA REPORT SAND98-2668

    E-Print Network [OSTI]

    SANDIA REPORT SAND98-2668 Unlimited Release Reprinted December 1998 G. Richard Eisler, Paul S 94550 for the United States Department of Energy under Contract DE-AC04-94AL85000 Approved for public for the United States Department of Energy by Sandia Cor- poration, a Lockheed Martin Company. NOTICE

  5. SANDIA REPORT SAND2009-5805

    E-Print Network [OSTI]

    SANDIA REPORT SAND2009-5805 Unlimited Release Printed September 2009 Efficient Algorithms for Mixed of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  6. SANDIA REPORT SAND2010-1422

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2010-1422 Unlimited Release Printed March 2010 Poblano v1.0: A Matlab Toolbox States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work operated by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy

  7. SAND93-2591 Unlimited Release

    E-Print Network [OSTI]

    McCurley, Kevin

    was performed under U.S. Department of Energy contract number DE-AC04-76DP00789. This report has been revisedSAND93-2591 Unlimited Release First Printed October 1992 Revised October 29, 1993 Revised June 22. In this report we describe a portable and efficient implementation of SHA-1 in the C language. Performance

  8. SANDIA REPORT SAND2007-1423

    E-Print Network [OSTI]

    Shashkov, Mikhail

    SANDIA REPORT SAND2007-1423 Unlimited Release Printed March 2007 A Multi-Scale Q1/P0 Approach for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94AL85000. Approved

  9. SANDIA REPORT SAND2006-2079

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-2079 Unclassified Unlimited Release Printed April 2006 Multilinear algebra for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  10. SANDIA REPORT SAND2014-16610

    E-Print Network [OSTI]

    Lehoucq, Rich

    SANDIA REPORT SAND2014-16610 Unlimited Release Printed August 2014 Installing the Anasazi Corporation, for the U.S. Department of Energy's National Nuclear Security Administration under contract DE National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE

  11. SANDIA REPORT SAND2013-0339

    E-Print Network [OSTI]

    SANDIA REPORT SAND2013-0339 Unlimited Release Printed February 28, 2013 Proceedings States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work Corporation, a wholly owned subsidiary of Lockheed Martin Corporation, for the U.S. Department of Energy

  12. SANDIA REPORT SAND2006-2161

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-2161 Unlimited Release Printed April 2006 Temporal Analysis of Social for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  13. SANDIA REPORT SAND2004-5187

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2004-5187 Unlimited Release Printed October 2004 MATLAB Tensor Classes for Fast of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  14. SANDIA REPORT SAND2006-6135

    E-Print Network [OSTI]

    SANDIA REPORT SAND2006-6135 Unlimited Release Printed November 2006 Extension /ith Corre Hypercube National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by an agency of the United States Government. Neither

  15. SANDIA REPORT SAND2006-7592

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-7592 Unlimited Release Printed December 2006 Efficient MATLAB computations of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  16. SANDIA REPORT SAND2014-17400

    E-Print Network [OSTI]

    SANDIA REPORT SAND2014-17400 Unlimited Release Printed September 2014 Investigation of Wave Energy Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report, for the U.S. Department of Energy's National Nuclear Security Administration under contract DE-AC04-94AL

  17. SANDIA REPORT SAND99-1941

    E-Print Network [OSTI]

    Fuerschbach, Phillip

    SANDIA REPORT SAND99-1941 Unlimited Release 828, ,-.-,,LS :xico 87185 and Livermore, California for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account, for the United States Department of Energy under Contract DE-AC04-94AL85000. Approved for public release: further

  18. SANDIA REPORT SAND2008-6109

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2008-6109 Unlimited Release Printed September 2008 Proceedings of the 2008 Sandia for the United States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account Department of Energy's National Nuclear Security Administration under Contract DE-AC04-94-AL85000. Approved

  19. SANDIA REPORT SAND2005-4548

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2005-4548 Unlimited Release Printed July 2005 Higher-Order Web Link Analysis States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work operated by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy

  20. SANDIA REPORT SAND2007-2761

    E-Print Network [OSTI]

    Howle, Victoria E.

    SANDIA REPORT SAND2007-2761 Unlimited Release Printed May 2007 A Taxonomy and Comparison of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work sponsored by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy's National

  1. SANDIA REPORT SAND2006-2081

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2006-2081 Unclassified Unlimited Release Printed April 2006 Multilinear operators Corporation, a Lockheed Martin Company, for the United States Department of Energy's National Nuclear Security. #12;Issued by Sandia National Laboratories, operated for the United States Department of Energy

  2. SANDIA REPORT SAND2009-6764

    E-Print Network [OSTI]

    Kolda, Tamara G.

    SANDIA REPORT SAND2009-6764 Unlimited Release Printed October 2009 Scalable Tensor Factorizations States Department of Energy by Sandia Corporation. NOTICE: This report was prepared as an account of work operated by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy

  3. DRIVEN PIPE PILES IN DENSE SAND BYRON BYRNE

    E-Print Network [OSTI]

    Byrne, Byron

    DRIVEN PIPE PILES IN DENSE SAND BYRON BYRNE GEOMECHANICS GROUP THE UNIVERSITY OF WESTERN AUSTRALIA #12;Driven Pipe Piles in Dense Sand Byron Byrne Geomechanics Group The University of Western Australia #12;Driven Pipe Piles in Dense Sand Byron Byrne Geomechanics Group The University of Western Australia

  4. Well completion process for formations with unconsolidated sands

    DOE Patents [OSTI]

    Davies, David K. (Kingwood, TX); Mondragon, III, Julius J. (Redondo Beach, CA); Hara, Philip Scott (Monterey Park, CA)

    2003-04-29T23:59:59.000Z

    A method for consolidating sand around a well, involving injecting hot water or steam through well casing perforations in to create a cement-like area around the perforation of sufficient rigidity to prevent sand from flowing into and obstructing the well. The cement area has several wormholes that provide fluid passageways between the well and the formation, while still inhibiting sand inflow.

  5. Stratified chaos in a sand pile formation

    E-Print Network [OSTI]

    Ate Poortinga; Jan G. Wesseling; Coen J. Ritsema

    2014-03-04T23:59:59.000Z

    Sand pile formation is often used to describe stratified chaos in dynamic systems due to self-emergent and scale invariant behaviour. Cellular automata (Bak-Tang-Wiesenfeld model) are often used to describe chaotic behaviour, as simulating physical interactions between individual particles is computationally demanding. In this study, we use a state-of-the-art parallel implementation of the discrete element method on the graphical processing unit to simulate sand pile formation. Interactions between individual grains were simulated using a contact model in an Euler integration scheme. Results show non-linear self-emergent behaviour which is in good agreement with experimental results, theoretical work and self organized criticality (SOC) approaches. Moreover, it was found that the fully deterministic model, where the position and forces on every individual particle can be determined every iteration has a brown noise signal in the x and y direction, where the signal is the z direction is closer to a white noise spectrum.

  6. RCRA closure plan for the Bear Creek Burial Grounds B Area and Walk- In Pits at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Not Available

    1993-01-01T23:59:59.000Z

    In June 1987, the RCRA Closure/Postclosure Plan for the Bear Creek Burial Grounds (BCBG) was submitted to the Tennessee Department of Environment and Conservation (TDEC) for review and approval. TDEC modified and issued the plan approved on September 30, 1987. Subsequently, this plan was modified again and approved as Y/TS-395, Revised RCRA Closure Plan for the Bear Creek Burial Grounds (February 29, 1988). Y/TS-395 was initially intended to apply to A Area, C-West, B Area, and the Walk-In Pits of BCBG. However, a concept was developed to include the B Area (non-RCRA regulated) in the Walk-In Pits so that both areas would be closed under one cap. This approach included a tremendous amount of site preparation with an underlying stabilization base of 16 ft of sand for blast protection. The plan was presented to the state of Tennessee on March 8, 1990, and the Department of Energy was requested to review other unique alternatives to close the site. This amended closure plan goes further to include inspection and maintenance criteria along with other details.

  7. Guide to preparing SAND reports. Revised

    SciTech Connect (OSTI)

    Locke, T.K. [ed.

    1996-04-01T23:59:59.000Z

    This guide contains basic information needed to produce a SAND report. Its guidelines reflect DOE regulation and Sandia policy. The guide includes basic writing instructions in an annotated sample report; guidance for organization, format, and layout of reports produced by line organizations; and information about conference papers, journal articles, and brochures. The appendixes contain sections on Sandia`s preferred usage, equations, references, copyrights and permissions, and publishing terms.

  8. Aspects of tar sands development in Nigeria

    SciTech Connect (OSTI)

    Adewusi, V.A. (Dept. of Chemical Engineering, Obafemi Awolowo Univ., Ile-Ife (NG))

    1992-07-01T23:59:59.000Z

    Development of Nigerian massive reserves of crude bitumen and associated heavy oil is imminent in view of the impacts that the huge importation of these materials and their products have on the nation's economy, coupled with the depleting reserves of Nigeria and highlights the appropriate production technology options and their environmental implications. The utilization potentials of these resources are also enumerated, as well as the government's role in achieving accelerated, long-term tar sands development in the country.

  9. EA-1581: Sand Hills Wind Project, Wyoming

    Broader source: Energy.gov [DOE]

    The Bureau of Land Management, with DOE’s Western Area Power Administration as a cooperating agency, was preparing this EA to evaluate the environmental impacts of a proposal to construct, operate, and maintain the Sand Hills Wind Energy Facility on private and federal lands in Albany County, Wyoming. If the proposed action had been implemented, Western would have interconnected the proposed facility to an existing transmission line. This project has been canceled.

  10. Early cavity growth during forward burn. [Hoe Creek III problems

    SciTech Connect (OSTI)

    Shannon, M.J.; Thorsness, C.B.; Hill, R.W.

    1980-07-03T23:59:59.000Z

    During the early portion of the forward burn phase of the Hoe Creek III field experiment, the cavity progagated rapidly down the deviated borehole and to the top of the coal seam. As a first step to understanding this phenomena we have conducted small scale coal block experiments. Drying as well as combustion tests were performed. This paper describes the test hardware and the experimental results.

  11. Rehabilitate Newsome Creek Watershed, 2007-2008 Annual Report.

    SciTech Connect (OSTI)

    Bransford, Stephanie [Nez Perce Tribe Fisheries/Watershed Program

    2009-05-01T23:59:59.000Z

    The Nez Perce Tribe Department of Fisheries Resource Management, Watershed Division approaches watershed restoration with a ridge-top to ridgetop approach. The Nez Perce Tribe (NPT) and the Nez Perce National Forest (NPNF) have formed a partnership in completing watershed restoration activities, and through this partnership more work is accomplished by sharing funding and resources in our effort. The Nez Perce Tribe began watershed restoration projects within the Newsome Creek watershed of the South Fork Clearwater River in 1997. Progress has been made in restoring the watershed through road decommissioning and culvert replacement. Starting in FY 2001 and continuing into the present, a major stream restoration effort on the mainstem of Newsome Creek has been pursued. From completing a watershed assessment to a feasibility study of 4 miles of mainstem rehabilitation to carrying that forward into NEPA and a final design, we will begin the effort of restoring the mainstem channel of Newsome Creek to provide spawning and rearing habitat for anadromous and resident fish species. Roads have been surveyed and prioritized for removal or improvement as well as culverts being prioritized for replacement to accommodate fish passage throughout the watershed.

  12. Dry Creek salt dome, Mississippi Interior Salt basin

    SciTech Connect (OSTI)

    Montgomery, S.L.; Ericksen, R.L.

    1997-03-01T23:59:59.000Z

    Recent drilling of salt dome flanks in the Mississippi Salt basin has resulted in important new discoveries and the opening of a frontier play. This play is focused on gas/condensate reserves in several Cretaceous formations, most notably the Upper Cretaceous Eutaw and lower Tuscaloosa intervals and Lower Cretaceous Paluxy and Hosston formations. As many as eight domes have been drilled thus far; sandstones in the upper Hosston Formation comprise the primary target. Production has been as high as 3-5 Mcf and 500-1200 bbl of condensate per day, with estimated ultimate reserves in the range of 0.2 to 1.5 MBOE (million barrels oil equivalent) per well. As typified by discovery at Dry Creek salt dome, traps are related to faulting, unconformities, and updip loss of permeability. Previous drilling at Dry Creek, and in the basin generally, avoided the flank areas of most domes, due to geologic models that predicted latestage (Tertiary) piercement and breached accumulations. Recent data from Dry Creek and other productive domes suggest that growth was episodic and that piercement of Tertiary strata did not affect deeper reservoirs charged with hydrocarbons in the Late Cretaceous.

  13. Swift Creek Hydroelectric Project rehabilitation, Swift Creek Power Company, Inc. Final Environmental Assessment

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

    The purpose of this report is to re-evaluate and update the original environmental analysis of the Swift Crook Hydroelectric Project rehabilitation. That analysis and the decision to allow the proponent toproceed with the project as described in the EA alternatives 3, 4, and 5 was completed an May 8, 1981. Since that decision, no action has been taken and no special-use permit has ever been issued. The Bridger-Trton National Forest completed a Forest Plan in March of 1990 which sets current direction for all lands within the Forest and new and significant issues pertaining to the amount of water to be bypassed have been raised by the public in response to this proposed project. The original proponent, Lower Valley Power and Light, sold the project and existing facilities to Swift Crack Power Company Inc. in 1984. Swift Crock Power Company has submitted a proposal to rehabilitate the existing power generation facility in Swift Creek Canyon, which will involve some significant construction and alteration of the river corridor. Theyhave also submitted an application for relicense to the Federal Energy Regulatory Commission who has asked for the Forest Service to comment on the application and to submit recommended conditions for approval (4e requirements). The proposed rehabilitation of existing facilities includes replacement of the existing damaged penstock (pipe) with a new, larger one; dredging two existing reservoirs and removal, refurbishment, and reinstallation of the turbines and generators in the two powerhouses with relocation and reconstruction of the lower powerhouse that is located on privately owned land below the Forest boundary.

  14. Policy Analysis of the Canadian Oil Sands Experience

    SciTech Connect (OSTI)

    None, None

    2013-09-01T23:59:59.000Z

    For those who support U.S. oil sands development, the Canadian oil sands industry is often identified as a model the U.S. might emulate, yielding financial and energy security benefits. For opponents of domestic oil sands development, the Canadian oil sands experience illustrates the risks that opponents of development believe should deter domestic policymakers from incenting U.S. oil sands development. This report does not seek to evaluate the particular underpinnings of either side of this policy argument, but rather attempts to delve into the question of whether the Canadian experience has relevance as a foundational model for U.S. oil sands development. More specifically, this report seeks to assess whether and how the Canadian oil sands experience might be predictive or instructive in the context of fashioning a framework for a U.S. oil sands industry. In evaluating the implications of these underpinnings for a prospective U.S. oil sands industry, this report concentrates on prospective development of the oil sands deposits found in Utah.

  15. Assessment of Water Resources and Watershed Conditions in Moores Creek National Battlefield, North Carolina

    E-Print Network [OSTI]

    Mallin, Michael

    Assessment of Water Resources and Watershed Conditions in Moores Creek National Battlefield, North Assessment of Park Water Resources.......................................................................25 resources........................................................................15 Biological resources

  16. Hydrology of Deer Creek and its tributaries : a contribution to planning a restoration project

    E-Print Network [OSTI]

    Skrtic, Lana

    2005-01-01T23:59:59.000Z

    data is not useful in developing a flood frequency curve for Deer Creek because the gauge records discharge from the powerhouse. (

  17. Microsoft Word - Spring Creek Final Draft CX 7-15-2013.docx

    Broader source: Energy.gov (indexed) [DOE]

    Cecilia Brown Project Manager - KEWM-4 Proposed Action: Spring Creek Property funding Fish and Wildlife Project No. and Contract No.: 2002-003-00, BPA-007168 Categorical...

  18. Microsoft Word - CX_PerryCreek_4.29.11.doc

    Broader source: Energy.gov (indexed) [DOE]

    Cecilia Brown Project Manager - KEWM-4 Proposed Action: Provision of funds to Montana Fish, Wildlife and Parks for purchase of the Perry Creek Property. Fish and Wildlife Project...

  19. Microsoft Word - 2012_Rapid_Lightening_Creek_Easement_CX_Rev2...

    Broader source: Energy.gov (indexed) [DOE]

    Manager - KEWM-4 Proposed Action: AMENDED Provision of funds to the Idaho Department of Fish and Game (IDFG) to purchase the Rapid Lightning Creek Property. Fish and Wildlife...

  20. Assessing the Feasibility of Creek Daylighting in San Francisco, Part I: A Synthesis of Lessons Learned from Existing Urban Daylighting Projects

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

    and Leonardson 2004). Why Daylight? In San Francisco, creekof San Francisco to daylight historical urban creeks withincity governments to daylight urban creeks, with successful

  1. The potential use of tar sand bitumen as paving asphalt

    SciTech Connect (OSTI)

    Petersen, J.C.

    1987-01-01T23:59:59.000Z

    The properties of several tar sand asphalts prepared in past studies by several different investigators were compared with each other and with the properties of petroleum asphalts. These results were reviewed and discussed with regard to the potential use of tar sand bitumen in pavement applications. The data show that tar sand bitumen has good potential for use in highway pavements that meet today's performance specifications. No deficiencies in the tar sand asphalts were found that would be expected to seriously affect performance. On the other hand, the data indicate that some tar sand asphalts may have superior aging characteristics, being relatively resistant to oxidative age hardening compared with typical petroleum asphalts. Asphalt-aggregate mixtures prepared using two tar sand asphalts also showed acceptable strength properties and excellent resistance to moisture-induced damage.

  2. Oil shale, tar sands, and related materials

    SciTech Connect (OSTI)

    Stauffer, H.C.

    1981-01-01T23:59:59.000Z

    This sixteen-chapter book focuses on the many problems and the new methodology associated with the commercialization of the oil shale and tar sand industry. Topics discussed include: an overview of the Department of Energy's oil shale R, D, and D program; computer simulation of explosive fracture of oil shale; fracturing of oil shale by treatment with liquid sulfur dioxide; chemistry of shale oil cracking; hydrogen sulfide evolution from Colorado oil shale; a possible mechanism of alkene/alkane production in oil shale retorting; oil shale retorting kinetics; kinetics of oil shale char gasification; a comparison of asphaltenes from naturally occurring shale bitumen and retorted shale oils: the influence of temperature on asphaltene structure; beneficiation of Green River oil shale by density methods; beneficiation of Green River oil shale pelletization; shell pellet heat exchange retorting: the SPHER energy-efficient process for retorting oil shale; retorted oil shale disposal research; an investigation into the potential economics of large-scale shale oil production; commercial scale refining of Paraho crude shale oil into military specification fuels; relation between fuel properties and chemical composition; chemical characterization/physical properties of US Navy shale-II fuels; relation between fuel properties and chemical composition: stability of oil shale-derived jet fuel; pyrolysis of shale oil residual fractions; synfuel stability: degradation mechanisms and actual findings; the chemistry of shale oil and its refined products; the reactivity of Cold Lake asphaltenes; influence of thermal processing on the properties of Cold Lake asphaltenes: the effect of distillation; thermal recovery of oil from tar sands by an energy-efficient process; and hydropyrolysis: the potential for primary upgrading of tar sand bitumen.

  3. alberta oil sands: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    of maintenance example of strain softening material in the context of an underfoot environment for large mobile mining Joseph, Tim Grain 40 The effect of sand grain size...

  4. alberta oil sand: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    of maintenance example of strain softening material in the context of an underfoot environment for large mobile mining Joseph, Tim Grain 40 The effect of sand grain size...

  5. auriferous alluvial sands: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    STATES OF AMERICA 12; SAND2002-xxxx Unlimited Release Printed August 2002 by Sandia Corporation, a Lockheed Martin Company, for the United States Department of Energy under...

  6. The new small-angle diffractometer SAND at IPNS

    SciTech Connect (OSTI)

    Crawford, R.K.; Thiyagarajan, P.; Epperson, J.E.; Trouw, F.; Kleb, R.; Wozniak, D.; Leach, D.

    1995-12-31T23:59:59.000Z

    A new small-angle neutron diffractometer SAND is undergoing commissioning at IPNS pulsed source. This paper provides details of the design and expected performance of this instrument.

  7. SANDIA REPORT SAND2014-3416 Unlimited Release

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    SAND2014-3416 Unlimited Release Printed April 2014 Safety, Codes and Standards for Hydrogen Installations: Hydrogen Fueling System Footprint Metric Development A.P. Harris,...

  8. A Probabilistic Water Resources Assessment of the Paradise Creek Watershed Presented in Partial Fulfillment of the Requirements for the

    E-Print Network [OSTI]

    Fiedler, Fritz R.

    A Probabilistic Water Resources Assessment of the Paradise Creek Watershed A Thesis Presented Probabilistic Water Resources Assessment of the Paradise Creek Watershed," has been reviewed in final form ____________________________________Date____________ Margrit von Braun #12;iii iii A Probabilistic Water Resources Assessment

  9. Heating tar sands formations while controlling pressure

    DOE Patents [OSTI]

    Stegemeier, George Leo (Houston, TX) [Houston, TX; Beer, Gary Lee (Houston, TX) [Houston, TX; Zhang, Etuan (Houston, TX) [Houston, TX

    2010-01-12T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. Methods may include heating at least a section of a hydrocarbon layer in the formation from a plurality of heaters located in the formation. A pressure in the majority of the section may be maintained below a fracture pressure of the formation. The pressure in the majority of the section may be reduced to a selected pressure after the average temperature reaches a temperature that is above 240.degree. C. and is at or below pyrolysis temperatures of hydrocarbons in the section. At least some hydrocarbon fluids may be produced from the formation.

  10. Heating tar sands formations to visbreaking temperatures

    DOE Patents [OSTI]

    Karanikas, John Michael (Houston, TX); Colmenares, Tulio Rafael (Houston, TX); Zhang, Etuan (Houston, TX); Marino, Marian (Houston, TX); Roes, Augustinus Wilhelmus Maria (Houston, TX); Ryan, Robert Charles (Houston, TX); Beer, Gary Lee (Houston, TX); Dombrowski, Robert James (Houston, TX); Jaiswal, Namit (Houston, TX)

    2009-12-22T23:59:59.000Z

    Methods for treating a tar sands formation are described herein. Methods may include heating at least a section of a hydrocarbon layer in the formation from a plurality of heaters located in the formation. The heat may be controlled so that at least a majority of the section reaches an average temperature of between 200.degree. C. and 240.degree. C., which results in visbreaking of at least some hydrocarbons in the section. At least some visbroken hydrocarbon fluids may be produced from the formation.

  11. Investigation of sands subjected to dynamic loading 

    E-Print Network [OSTI]

    Reeves, Gary Neil

    1967-01-01T23:59:59.000Z

    INVESTIGATION OF SP&NDS SUBJECTED TO DTNAMIC LOADING A Tucsis By Gary N. Reeves Submitted to the Grad ate Coll Ee of the T xas AGM University in partial fulfillment of the requirements for the deEree of MASTER OF SCIPNCE AuBust 19G7 Major... Subject: Civil EnEineering LABORATORY INVESTIGATION OF SANDS SUBJECTED TO DYNAMIC LOADING A Thesis by Gary N. Reeves Approved as to style and content by: Chairman of Committee Head of Department Membe Me er August 1967 ACIINOWLEDGR&J. 'NTS I...

  12. Oil Sands Feedstocks | Department of Energy

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels DataDepartment of Energy Your Density Isn'tOrigin of Contamination in ManyDepartment of OrderSUBCOMMITTEEEnergy0Department ofSands

  13. Sand Mountain Electric Coop | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty Edit with form HistoryRistma AG Jump to:EnergysourceRamon, California:Sand Mountain

  14. Sand Bluff Wind Farm | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:Ezfeedflag JumpID-f < RAPID‎ |Rippey Jump to:WY)Project JumpSanMiguel, California:Sand

  15. Variation in grain shape and surface textures of fine guartz sands in the South Texas Eolian Sand Sheet

    E-Print Network [OSTI]

    Sims, Donald Ralph

    1984-01-01T23:59:59.000Z

    action on sand grains. Samples were taken from 4 transects subnormal to the prevailing wind direction at approximately 20 mile intervals. Two quartz-grain shape types were recognized in the fine sand fraction: one consisted of predominately angular... and 45 miles southward from Baffin Bay to Port Mansfield (Figure 1). The major factors affecting the formation and accumulation of the South Texas Eolian Sand Sheet are a prevailing wind from the east-southeast, a semi-arid climate and a source...

  16. A SECOND LOOK AT THE SAFETY EFFECTIVENESS OF THE MYRTLE CREEK ADVANCED CURVE WARNING SYSTEM

    E-Print Network [OSTI]

    Bertini, Robert L.

    -1- A SECOND LOOK AT THE SAFETY EFFECTIVENESS OF THE MYRTLE CREEK ADVANCED CURVE WARNING SYSTEM as the "Myrtle Creek Curves." This location consists of a series of curves which have continually been a notable. The curves are located in a 50 mile per hour (mph) speed zone and are posted with an advisory speed of 45 mph

  17. Ice Climbing in Clear Creek Canyon A climbing trip report by Glenn Murray

    E-Print Network [OSTI]

    Ice Climbing in Clear Creek Canyon A climbing trip report by Glenn Murray SUMMARY: I climb ice in to ask about local climbing. The guys there told me there was ice nearby, in Clear Creek Canyon. I. Four pitches? Five? It was time to find a partner. The only ice climber I knew in Denver was a friend

  18. Explores Dam Removal Located in Southwest Ohio, Buck Creek and its

    E-Print Network [OSTI]

    Bogaerts, Steven

    OHIO Researcher Explores Dam Removal Located in Southwest Ohio, Buck Creek and its tributary, Beaver Creek, run through a series of low-head dams in Springfield, Ohio. Historically, the four dams of the four dams. This will help restore the natural flow of sediments and fish along the entire river

  19. An analysis of energy expenditure in Goodwin Creek Peter Molnar and Jorge A. Ramirez

    E-Print Network [OSTI]

    RamĂ­rez, Jorge A.

    An analysis of energy expenditure in Goodwin Creek Peter Molna´r and Jorge A. Rami´rez Department with recent observations of channel change in Goodwin Creek. This energy expenditure analysis suggests of energy dissipation per unit channel area, Pa, is constant throughout the river network is explored

  20. TESTING OF TMR SAND MANTIS FINAL REPORT

    SciTech Connect (OSTI)

    Krementz, D; William Daugherty, W

    2007-06-12T23:59:59.000Z

    Screening tests of Sand Mantis candidate materials selected for erosion resistance have been completed. The results of this testing identified that over a relatively short period of operation (<1 hour), measurable erosion will occur in each of the candidate zoom tube materials given equal operating exposure. Additionally, this testing has shown that erosion of the rubber discharge hose directly downstream of the vehicle could be expected to limit the service life of the discharge hose. On the basis of these test results, SRNL recommends the following; {lg_bullet} redesign of critical system components (e.g., zoom tube, discharge hose) should be conducted to improve system characteristics relative to erosion and capitalize on the results of this testing, {lg_bullet} continued efforts to deploy the Sand Mantis should include testing to better define and optimize operating parameters, and gain an understanding of system dynamics, {lg_bullet} discontinue wear testing with the selected materials pending redesign of critical system components (1st recommendation) and inclusion of other candidate materials. The final selection of additional candidate materials should be made following design changes, but might include a Stellite alloy or zirconia.

  1. Microstructural characterization of a Canadian oil sand

    E-Print Network [OSTI]

    Dinh, Hong Doan; Nauroy, Jean-François; Tang, Anh-Minh; Souhail, Youssef; 10.1139/T2012-072

    2013-01-01T23:59:59.000Z

    The microstructure of oil sand samples extracted at a depth of 75 m from the estuarine Middle McMurray formation (Alberta, Canada) has been investigated by using high resolution 3D X-Ray microtomography ($\\mu$CT) and Cryo Scanning Electron Microscopy (CryoSEM). $\\mu$CT images evidenced some dense areas composed of highly angular grains surrounded by fluids that are separated by larger pores full of gas. 3D Image analysis provided in dense areas porosity values compatible with in-situ log data and macroscopic laboratory determinations, showing that they are representative of intact states. $\\mu$CT hence provided some information on the morphology of the cracks and disturbance created by gas expansion. The CryoSEM technique, in which the sample is freeze fractured within the SEM chamber prior to observation, provided pictures in which the (frozen) bitumen clearly appears between the sand grains. No evidence of the existence of a thin connate water layer between grains and the bitumen, frequently mentioned in th...

  2. Process for upgrading tar sand bitumen

    SciTech Connect (OSTI)

    Bartholic, D.B.; Reagan, W.J.

    1989-04-04T23:59:59.000Z

    A process is described for upgrading a charge of a tar sand bitumen concentrate containing mineral matter including fine particles which comprises contacting the charge in a riser in the presence of a low boiling organic solvent diluent with finely divided attrition-resistant particles of a hot fluidizable substantially catalytically inert solid which is substantially chemically inert to a solution of mineral acid. The contact of the charge with the particles is at high temperature and short contact time to vaporize the high hydrogen containing components of the bitumen, the period of time being less than that which induces substantial thermal cracking of the charge, at the end of the time separating the vaporizing product from the fluidizable particles. The fluidizable particles now bear a deposit of both combustible solid, adherent particles of fine particles of mineral matter and metals. The particles of inert solid are passed with deposit of combustibles and fine particles of mineral matter to a regenerator to oxidize the combustible portion of the deposits, removing at least a portion of deposit of mineral matter and metals by removing the inert solid from the regenerator and contacting removed inert solid with a hot mineral acid, and recirculating fluidizable solid depleted at least in part of deposited mineral matter to contact with incoming charge of tar sand bitumen concentrate and diluent.

  3. Solvent extraction of bitumen from tar sands

    SciTech Connect (OSTI)

    Hoon, A.Y.; Thomas, S. [Univ. of West Indies, St. Augustine (Trinidad and Tobago)

    1995-12-31T23:59:59.000Z

    This paper reports on the measurement of mass transfer rates for the extraction of bitumen from tar sands using organic solvents. The experiment was carried out in an agitated vessel using a six-blade turbine mixer on a laboratory scale. To facilitate the determination of absolute mass transfer coefficients, tar sands were specially prepared in the form of spherical particles so that mass transfer area can be computed. The variables investigated in the study included: (1) solvent type (kerosene, toluene, benzene), (2) stirrer speed, 25 rpm to 1000 rpm, and (3) particle diameter, 0.4 cm to 1.2 cm. The results indicated that solvency power varied markedly with the various solvents used and that high aromatic content promoted rapid dissolution when compared with paraffinic solvents. The mass transfer rates increased with increasing stirrer speed in accordance with the relationship: k {alpha} N{sup 0.56} where k is the mass transfer coefficient and N the stirrer speed. Increasing particle diameter also resulted in decreased mass transfer rates. The results were satisfactorily correlated in terms of a Frossling type equation, Sh {alpha} Re{sub p}{sup a}Sc{sup b}.

  4. Lost Creek, Texas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal Pwer Plant Jump to:Landowners andLodgepole, Nebraska:LongboardLoretto,Los(RedirectedCreek, Texas:

  5. Brushy Creek, Texas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:EzfeedflagBiomassSustainable and InnovativeBrookmont,Florida: EnergyVirginia:Brushy Creek,

  6. Burnt Creek-Riverview, North Dakota: Energy Resources | Open Energy

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:EzfeedflagBiomassSustainable andBucoda,Burke County,Information Burnt Creek-Riverview,

  7. White Creek Wind Power Project | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:Ezfeedflag JumpID-fTri GlobalJump to:Westwood Renewables Jump to:meaningWillow I WindCreek

  8. Hunters Creek, Florida: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdfGetecGtel JumpCounty, Texas: Energy Resources Jump to:Hunter,Creek, Florida:

  9. Pebble Creek, Florida: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal Pwer PlantMunhall,Missouri:EnergyOssian,Parle Biscuits PvtPawPearland, Texas: EnergyPebble Creek,

  10. Pike Creek, Delaware: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska: Energy ResourcesPicket Lake,Hampshire:Illinois:62363°,Ohio:Creek,

  11. Indian Creek, Florida: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdfGetecGtel JumpCounty,Jump7 Varnish cacheTransport and BuildingCreek, Florida:

  12. Smith Creek Valley Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:Ezfeedflag JumpID-f < RAPID‎ |RippeyInformation SlimSloughCreek Geothermal

  13. Grape Creek, Texas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdfGetec AG Contracting JumpGoveNebraska: Energy ResourcesSouth,Grape Creek,

  14. Swartz Creek, Michigan: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere IRaghuraji Agro Industries PvtStratosolar Jump to:Holdings Co LtdLLC Place:Svartsengi GeothermalSwartz Creek,

  15. Big Creek Hot Springs Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia: EnergyAvignon,Belcher Homes JumpMaintenance |Big Creek Hot Springs

  16. Birch Creek Village Elec Util | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia: EnergyAvignon,Belcher HomesLyonsBirch Creek Village Elec Util Jump to:

  17. LaCreek Electric Assn, Inc | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnual SiteofEvaluatingGroup |Jilin Zhongdiantou NewKorea PartsLLNL Energy FlowLODLPKFLaLaCreek

  18. Workplace Charging Challenge Partner: ClipperCreek, Inc. | Department of

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page onYouTube YouTube Note: SinceDevelopment | Department ofPartnershipsAngieTerriDepartment ofEnergy ClipperCreek, Inc.

  19. Barton Creek, Texas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:EzfeedflagBiomass Conversions Inc JumpIMBarnard,Barrow County,Kansas: EnergyCreek, Texas:

  20. Bear Creek, Alaska: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:EzfeedflagBiomass Conversions IncBay County, Florida:Tyngsboro, MassachusettsCreek, Alaska:

  1. Bear Creek, Texas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:EzfeedflagBiomass Conversions IncBay County, Florida:Tyngsboro, MassachusettsCreek,

  2. Fourche Creek Wastewater Biomass Facility | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdf Jump to:ar-80m.pdfFillmoreGabbsSalonga, NewCorners InternationalFourche Creek

  3. Francis Creek, Wisconsin: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdf Jump to:ar-80m.pdfFillmoreGabbsSalonga,Francis Creek, Wisconsin: Energy

  4. Fritz Creek, Alaska: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdf Jump1946865°, -86.0529604° ShowCounty, California: Energyof theFrioCreek,

  5. Two Creeks, Wisconsin: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere IRaghuraji Agro IndustriesTown of Ladoga, IndianaTurtle Airships Jump to:Twiggs County,EnergyEnergyOpenCreeks,

  6. Coal Creek, Colorado: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand JumpConceptual Model, clickInformationNew York: Energy Resources JumpCloverCounty, Oklahoma:Creek,

  7. Deer Creek Hot Spring Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualPropertyd8c-a9ae-f8521cbb8489 No revision hasda62829c05b NoCounty, Nevada | OpenDeepiDeer Creek

  8. Results of the radiological survey at Two Mile Creek, Tonawanda, New York (TNY002)

    SciTech Connect (OSTI)

    Murray, M.E.; Rodriguez, R.E.; Uziel, M.S.

    1997-08-01T23:59:59.000Z

    At the request of the US Department of Energy (DOE), a team from Oak Ridge National Laboratory conducted a radiological survey at Two Mile Creek, Tonawanda, New York. The survey was performed in November 1991 and May 1996. The purpose of the survey was to determine if radioactive materials from work performed under government contract at the Linde Air Products Division of Union Carbide Corporation, Tonawanda, New York, had been transported into the creek. The survey included a surface gamma scan in accessible areas near the creek and the collection of soil, sediment, and core samples for radionuclide analyses. Survey results indicate that no significant material originating at the Linde plant is presently in the creek. Three of the 1991 soil sample locations on the creek bank and one near the lake contained slightly elevated concentrations of {sup 238}U with radionuclide distributions similar to that found in materials resulting from former processing activities at the Linde site.

  9. Fluid escape from reservoirs: implications from cold seeps, fractures and injected sands

    E-Print Network [OSTI]

    Mazzini, Adriano

    Abstract Fluid escape from reservoirs: implications from cold seeps, fractures and injected sands fluids escape from hydrocarbon reservoirs through permeable networks of fractures, injected sands. Within fractures and injected sands, oxidation of chained hydrocarbons supplies bicarbonate to the co

  10. Biocalcification of Sand through Ureolysis Chiung-Wen Chou1

    E-Print Network [OSTI]

    Aydilek, Ahmet

    . A laboratory study was conducted to evaluate the changes in geomechanical properties of sand attributable that the bacterial cells effectively improved the geomechanical properties of the sand. Growing cells improved and have a tremendous effect on the composition, properties, and geomechanical behavior of earth materials

  11. ALUMINOSILICATE-COATED SILICA SAND FOR REACTIVE TRANSPORT EXPERIMENTS

    E-Print Network [OSTI]

    Flury, Markus

    ALUMINOSILICATE-COATED SILICA SAND FOR REACTIVE TRANSPORT EXPERIMENTS By JORGE ANTONIO JEREZ transport experiments; Dr. Barbara Williams and Jason Shira from University of Idaho for providing access-COATED SILICA SAND FOR REACTIVE TRANSPORT EXPERIMENTS Abstract by Jorge Antonio Jerez Briones, Ph.D. Washington

  12. The extraction of bitumen from western tar sands

    SciTech Connect (OSTI)

    Oblad, A.G.; Bunger, J.W.; Deo, M.D.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

    1990-07-01T23:59:59.000Z

    Topics discussed include: characterization of bitumen impregnated sandstone, water based tar sand separation technology, electrophoretic characterization of bitumen and fine mineral particles, bitumen and tar sand slurry viscosity, the hot water digestion-flotation process, electric field use on breaking water-in-oil emulsions, upgrading of bitumens and bitumen-derived liquids, solvent extraction.

  13. The extraction of bitumen from western tar sands. Annual report

    SciTech Connect (OSTI)

    Oblad, A.G.; Bunger, J.W.; Deo, M.D.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

    1990-07-01T23:59:59.000Z

    Topics discussed include: characterization of bitumen impregnated sandstone, water based tar sand separation technology, electrophoretic characterization of bitumen and fine mineral particles, bitumen and tar sand slurry viscosity, the hot water digestion-flotation process, electric field use on breaking water-in-oil emulsions, upgrading of bitumens and bitumen-derived liquids, solvent extraction.

  14. BENEFICIAL UTILIZATION OF USED FOUNDRY SANDS AS CONSTRUCTION MATERIALS

    E-Print Network [OSTI]

    Wisconsin-Milwaukee, University of

    and state environmental agencies began to pay increasing attention to industrial pollution, safety and wasteBENEFICIAL UTILIZATION OF USED FOUNDRY SANDS AS CONSTRUCTION MATERIALS By Tarun R. Naik Director - 6696 Fax: (414) 229 - 6958 #12;-2- Beneficial Utilization of Used Foundry Sands as Construction

  15. Mechanic Waves in Sand, 3d Simulations O Mouraillea,

    E-Print Network [OSTI]

    Luding, Stefan

    Mechanic Waves in Sand, 3d Simulations O Mouraillea, , W A Mulderb & S Ludinga a Particle propagation. The propagation of rotational energy in itself is studied as well. The control on the inter in granular materials. #12;Wave propagation, MD-Simulations 2 1. Introduction Sand, like other granular

  16. Multispecies Reactive Tracer Test in a Sand and

    E-Print Network [OSTI]

    Multispecies Reactive Tracer Test in a Sand and Gravel Aquifer, Cape Cod, Massachusetts United;Multispecies Reactive Tracer Test in a Sand and Gravel Aquifer, Cape Cod, Massachusetts Part 2 Transport- effectiveness for prevention and control of pollution to air, land, water, and subsurface resources; protection

  17. SHORT COMMUNICATION First Collection Records of Phlebotomine Sand Flies (Diptera

    E-Print Network [OSTI]

    SHORT COMMUNICATION First Collection Records of Phlebotomine Sand Flies (Diptera: Psychodidae) From (2011); DOI: 10.1603/ME10170 ABSTRACT The phlebotomine sand ßies Lutzomyia (Psathyromyia) shannoni (Dyar species were collected from ultraviolet CO2-baited Centers for Disease Control light traps during a state

  18. Household scale slow sand filtration in the Dominican Republic

    E-Print Network [OSTI]

    Donison, Kori S. (Kori Shay), 1981-

    2004-01-01T23:59:59.000Z

    Slow sand filtration is a method of water treatment that has been used for hundreds of years. In the past two decades, there has been resurgence in interest in slow sand filtration, particularly as a low-cost, household-scale ...

  19. Completion methods in thick, multilayered tight gas sands

    E-Print Network [OSTI]

    Ogueri, Obinna Stavely

    2009-05-15T23:59:59.000Z

    Tight gas sands, coal-bed methane, and gas shales are commonly called unconventional reservoirs. Tight gas sands (TGS) are often described as formations with an expected average permeability of 0.1mD or less. Gas production rates from TGS reservoirs...

  20. Completion methods in thick, multilayered tight gas sands

    E-Print Network [OSTI]

    Ogueri, Obinna Stavely

    2008-10-10T23:59:59.000Z

    Tight gas sands, coal-bed methane, and gas shales are commonly called unconventional reservoirs. Tight gas sands (TGS) are often described as formations with an expected average permeability of 0.1mD or less. Gas production rates from TGS reservoirs...

  1. www.nasa.gov WHITE SANDS MISSILE RANGE ACCESS CAPABILITIES

    E-Print Network [OSTI]

    and missile launch, tracking, and recovery · Nuclear effects testing · High-speed sled track · Directed energy weapons testing · Climatic and dynamic environments testing · Atmospheric research · Electronicwww.nasa.gov WHITE SANDS MISSILE RANGE ACCESS CAPABILITIES SUMMARY White Sands Test Facility (WSTF

  2. Method and apparatus for hydrocarbon recovery from tar sands

    DOE Patents [OSTI]

    Westhoff, J.D.; Harak, A.E.

    1988-05-04T23:59:59.000Z

    A method and apparatus for utilizing tar sands having a broad range of bitumen content is disclosed. More particularly, tar sands are pyrolyzed in a cyclone retort with high temperature gases recycled from the cyclone retort to produce oil and hydrocarbon products. The spent tar sands are then burned at 2000/degree/F in a burner to remove residual char and produce a solid waste that is easily disposable. The process and apparatus have the advantages of being able to utilize tar sands having a broad range of bitumen content and the advantage of producing product gases that are free from combustion gases and thereby have a higher heating value. Another important advantage is rapid pyrolysis of the tar sands in the cyclone so as to effectively utilize smaller sized reactor vessels for reducing capitol and operating costs. 1 fig., 1 tab.

  3. Method and apparatus for hydrocarbon recovery from tar sands

    DOE Patents [OSTI]

    Westhoff, James D. (Laramie, WY); Harak, Arnold E. (Laramie, WY)

    1989-01-01T23:59:59.000Z

    A method and apparatus for utilizing tar sands having a broad range of bitumen content is disclosed. More particularly, tar sands are pyrolyzed in a cyclone retort with high temperature gases recycled from the cyclone retort to produce oil and hydrocarbon products. The spent tar sands are then burned at 2000.degree. F. in a burner to remove residual char and produce a solid waste that is easily disposable. The process and apparatus have the advantages of being able to utilize tar sands having a broad range of bitumen content and the advantage of producing product gases that are free from combustion gases and thereby have a higher heating value. Another important advantage is rapid pyrolysis of the tar sands in the cyclone so as to effectively utilize smaller sized reactor vessels for reducing capitol and operating costs.

  4. Heats of dissolution of tar sand bitumen in various solvents

    SciTech Connect (OSTI)

    Ensley, E.K.; Scott, M.

    1988-05-01T23:59:59.000Z

    The dissolution of tar sand bitumen from a tar sand matrix was examined using three solvents: (1) dichloromethane, a polar-polarizable solvent; (2) toluene, a nonpolar-polarizable solvent; and (3) hexane, a nonpolar-nonpolarizable solvent. The dichloromethane had the highest dissolution energy, followed by toluene, with hexane having the lowest dissolution energy. These data were combined with heat of dissolution of recovered bitumen and heat of wetting of spent sand to calculate the bonding energy between bitumen and the mineral matrix. The interfacial bonding energy between tar sand bitumen and the mineral matrix was found to be in the region of 0 to 0.09 cal/g of bitumen, which is very small. This conclusion may find application in recovery of energy or bitumen from bitumen-wet tar sand deposits. 9 refs., 2 tabs.

  5. Asotin Creek Model Watershed Plan: Asotin County, Washington, 1995.

    SciTech Connect (OSTI)

    Browne, Dave

    1995-04-01T23:59:59.000Z

    The Northwest Power Planning Council completed its ``Strategy for Salmon'' in 1992. This is a plan, composed of four specific elements,designed to double the present production of 2.5 million salmon in the Columbia River watershed. These elements have been called the ``four H's'': (1) improve harvest management; (2) improve hatcheries and their production practices; (3) improve survival at hydroelectric dams; and (4) improve and protect fish habitat. The Asotin Creek Model Watershed Plan is the first to be developed in Washington State which is specifically concerned with habitat protection and restoration for salmon and trout. The plan is consistent with the habitat element of the ``Strategy for Salmon''. Asotin Creek is similar in many ways to other salmon-bearing streams in the Snake River system. Its watershed has been significantly impacted by human activities and catastrophic natural events, such as floods and droughts. It supports only remnant salmon and trout populations compared to earlier years. It will require protection and restoration of its fish habitat and riparian corridor in order to increase its salmonid productivity.

  6. Vegetation survey of Pen Branch and Four Mile Creek wetlands

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

    One hundred-fifty plots were recently sampled (vegetational sampling study) at the Savannah River Site (SRS). An extensive characterization of the vascular flora, in four predetermined strata (overstory, Understory, shrub layer, and ground cover), was undertaken to determine dominance, co-dominance, and the importance value (I.V.) of each species. These results will be used by the Savannah River Laboratory (SRL) to evaluate the environmental status of Four Mile Creek, Pen Branch, and two upland pine stands. Objectives of this study were to: Describe in detail the plant communities previously mapped with reference to the topography and drainage, including species of plants present: Examine the successional trends within each sampling area and describe the extent to which current vegetation communities have resulted from specific earlier vegetation disturbances (e.g., logging and grazing); describe in detail the botanical field techniques used to sample the flora; describe the habitat and location of protected and/or rare species of plants; and collect and prepare plant species as herbarium quality specimens. Sampling was conducted at Four Mile Creek and Pen Branch, and in two upland pine plantations of different age growth.

  7. Vegetation survey of Pen Branch and Four Mile Creek wetlands

    SciTech Connect (OSTI)

    Not Available

    1992-01-01T23:59:59.000Z

    One hundred-fifty plots were recently sampled (vegetational sampling study) at the Savannah River Site (SRS). An extensive characterization of the vascular flora, in four predetermined strata (overstory, Understory, shrub layer, and ground cover), was undertaken to determine dominance, co-dominance, and the importance value (I.V.) of each species. These results will be used by the Savannah River Laboratory (SRL) to evaluate the environmental status of Four Mile Creek, Pen Branch, and two upland pine stands. Objectives of this study were to: Describe in detail the plant communities previously mapped with reference to the topography and drainage, including species of plants present: Examine the successional trends within each sampling area and describe the extent to which current vegetation communities have resulted from specific earlier vegetation disturbances (e.g., logging and grazing); describe in detail the botanical field techniques used to sample the flora; describe the habitat and location of protected and/or rare species of plants; and collect and prepare plant species as herbarium quality specimens. Sampling was conducted at Four Mile Creek and Pen Branch, and in two upland pine plantations of different age growth.

  8. Remediation cleanup options for the Hoe Creek UCG site

    SciTech Connect (OSTI)

    Nordin, J.; Griffin, W.; Chatwin, T.; Lindblom, S.; Crader, S.

    1990-03-01T23:59:59.000Z

    The US Department of Energy must restore groundwater quality at the Hoe Creek, Wyoming, underground coal gasification site using the best proven practicable technology. Six alternative remediation methods are evaluated in this project: (1) excavation, (2) three variations of groundwater plume containment, (3) in situ vacuum extraction, (4) pump and treat using a defined pattern of pumping wells to obtain an effective matrix sweep, (5) in situ flushing using a surfactant, and (6) in situ bioremediation. Available site characterization data is insufficient to accurately project the cost of remediation. Several alternative hypothetical examples and associated costs are described in the text and in the appendices. However, not enough information is available to use these examples as a basis for comparison purposes. Before a cleanup method is selected, core borings should be taken to define the areal extent and depth of contaminated matrix material. Segments of these core borings should be analyzed for organic contaminants in the soil (e.g., benzene) and their relationship to the groundwater contamination. These analyses and subsequent treatability studies will show whether or not the contaminants can be effectively removed by surface on in situ volatilization, leached from the matrix using washing solutions, or removed by bioremediation. After this information is obtained, each technology should be evaluated with respect to cost and probability of success. A decision tree for implementing remediation cleanup at the Hoe Creek site is presented in this report. 26 refs., 11 figs., 3 tabs.

  9. Water Conservation Study for Manastash Creek Water Users, Kittias County, Washington, Final Report 2002.

    SciTech Connect (OSTI)

    Montgomery Watson Harza (Firm)

    2002-12-31T23:59:59.000Z

    Manastash Creek is tributary of the Yakima River and is located southwest and across the Yakima River from the City of Ellensburg. The creek drains mountainous terrain that ranges in elevation from 2,000 feet to over 5,500 feet and is primarily snowmelt fed, with largest flows occurring in spring and early summer. The creek flows through a narrow canyon until reaching a large, open plain that slopes gently toward the Yakima River and enters the main stem of the Yakima River at river mile 154.5. This area, formed by the alluvial fan of the Creek as it leaves the canyon, is the subject of this study. The area is presently dominated by irrigated agriculture, but development pressures are evident as Ellensburg grows and develops as an urban center. Since the mid to late nineteenth century when irrigated agriculture was established in a significant manner in the Yakima River Basin, Manastash Creek has been used to supply irrigation water for farming in the area. Adjudicated water rights dating back to 1871 for 4,465 acres adjacent to Manastash Creek allow appropriation of up to 26,273 acre-feet of creek water for agricultural irrigation and stock water. The diversion of water from Manastash Creek for irrigation has created two main problems for fisheries. They are low flows or dewatered reaches of Manastash Creek and fish passage barriers at the irrigation diversion dams. The primary goal of this study, as expressed by Yakama Nation and BPA, is to reestablish safe access in tributaries of the Yakima River by removing physical barriers and unscreened diversions and by adding instream flow where needed for fisheries. The goal expressed by irrigators who would be affected by these projects is to support sustainable and profitable agricultural use of land that currently uses Manastash Creek water for irrigation. This study provides preliminary costs and recommendations for a range of alternative projects that will partially or fully meet the goal of establishing safe access for fisheries in Manastash Creek by reducing or eliminating diversions and eliminating fish passage barriers. Further study and design will be necessary to more fully develop the alternatives, evaluate their environmental benefits and impacts and determine the effect on Manastash Creek water users. Those studies will be needed to determine which alternative has the best combination of benefits and costs, and meets the goal of the Manastash Creek water users.

  10. Advanced Reservoir Characterization and Development through High-Resolution 3C3D Seismic and Horizontal Drilling: Eva South Marrow Sand Unit, Texas County, Oklahoma

    SciTech Connect (OSTI)

    Wheeler,David M.; Miller, William A.; Wilson, Travis C.

    2002-03-11T23:59:59.000Z

    The Eva South Morrow Sand Unit is located in western Texas County, Oklahoma. The field produces from an upper Morrow sandstone, termed the Eva sandstone, deposited in a transgressive valley-fill sequence. The field is defined as a combination structural stratigraphic trap; the reservoir lies in a convex up -dip bend in the valley and is truncated on the west side by the Teepee Creek fault. Although the field has been a successful waterflood since 1993, reservoir heterogeneity and compartmentalization has impeded overall sweep efficiency. A 4.25 square mile high-resolution, three component three-dimensional (3C3D) seismic survey was acquired in order to improve reservoir characterization and pinpoint the optimal location of a new horizontal producing well, the ESU 13-H.

  11. Chapter 3 -Basic Water Quality in the Boulder Creek Watershed, Colorado, During High-Flow and Low-Flow Conditions, 2000

    E-Print Network [OSTI]

    Chapter 3 - Basic Water Quality in the Boulder Creek Watershed, Colorado, During High-Flow and Low of the water quality of Boulder Creek, Colorado, during high-flow and low-flow conditions in the year 2000 constituents in Boulder Creek increased after the creek received wastewater effluent. INTRODUCTION Two programs

  12. Acoustic sand detector for fluid flowstreams

    DOE Patents [OSTI]

    Beattie, Alan G. (Corrales, NM); Bohon, W. Mark (Frisco, TX)

    1993-01-01T23:59:59.000Z

    The particle volume and particle mass production rate of particulate solids entrained in fluid flowstreams such as formation sand or fracture proppant entrained in oil and gas production flowstreams is determined by a system having a metal probe interposed in a flow conduit for transmitting acoustic emissions created by particles impacting the probe to a sensor and signal processing circuit which produces discrete signals related to the impact of each of the particles striking the probe. The volume or mass flow rate of particulates is determined from making an initial particle size distribution and particle energy distribution and comparing the initial energy distribution and/or the initial size distribution with values related to the impact energies of a predetermined number of recorded impacts. The comparison is also used to recalibrate the system to compensate for changes in flow velocity.

  13. Couse/Tenmile Creeks Watershed Project Implementation : 2007 Conservtion Projects. [2007 Habitat Projects Completed].

    SciTech Connect (OSTI)

    Asotin County Conservation District

    2008-12-10T23:59:59.000Z

    The Asotin County Conservation District (ACCD) is the primary entity coordinating habitat projects on private lands within Asotin County watersheds. The Tenmile Creek watershed is a 42 square mile tributary to the Snake River, located between Asotin Creek and the Grande Ronde River. Couse Creek watershed is a 24 square mile tributary to the Snake River, located between Tenmile Creek and the Grande Ronde River. Both watersheds are almost exclusively under private ownership. The Washington Department of Fish and Wildlife has documented wild steelhead and rainbow/redband trout spawning and rearing in Tenmile Creek and Couse Creek. The project also provides Best Management Practice (BMP) implementation throughout Asotin County, but the primary focus is for the Couse and Tenmile Creek watersheds. The ACCD has been working with landowners, Bonneville Power Administration (BPA), Washington State Conservation Commission (WCC), Natural Resource Conservation Service (NRCS), Farm Service Agency (FSA), Salmon Recovery Funding Board (SRFB), Washington Department of Fish and Wildlife (WDFW), U.S. Forest Service, Pomeroy Ranger District (USFS), Nez Perce Tribe (NPT), Washington Department of Ecology (DOE), National Marine Fisheries Service (NOAA Fisheries), and U.S. Fish and Wildlife Service (USFWS) to address habitat projects in Asotin County. The Asotin Subbasin Plan identified priority areas and actions for ESA listed streams within Asotin County. Couse Creek and Tenmile Creek are identified as protection areas in the plan. The Conservation Reserve Enhancement Program (CREP) has been successful in working with landowners to protect riparian areas throughout Asotin County. Funding from BPA and other agencies has also been instrumental in protecting streams throughout Asotin County by utilizing the ridge top to ridge top approach.

  14. Brood Year 2004: Johnson Creek Chinook Salmon Supplementation Report, June 2004 through March 2006.

    SciTech Connect (OSTI)

    Gebhards, John S.; Hill, Robert; Daniel, Mitch [Nez Perce Tribe

    2009-02-19T23:59:59.000Z

    The Nez Perce Tribe, through funding provided by the Bonneville Power Administration, has implemented a small scale chinook salmon supplementation program on Johnson Creek, a tributary in the South Fork of the Salmon River, Idaho. The Johnson Creek Artificial Propagation Enhancement project was established to enhance the number of threatened Snake River spring/summer chinook salmon (Oncorhynchus tshawytscha) returning to Johnson Creek to spawn through artificial propagation. This was the sixth season of adult chinook broodstock collection in Johnson Creek following collections in 1998, 2000, 2001, 2002, and 2003. Weir installation was completed on June 21, 2004 with the first chinook captured on June 22, 2004 and the last fish captured on September 6, 2004. The weir was removed on September 18, 2004. A total of 338 adult chinook, including jacks, were captured during the season. Of these, 211 were of natural origin, 111 were hatchery origin Johnson Creek supplementation fish, and 16 were adipose fin clipped fish from other hatchery operations and therefore strays into Johnson Creek. Over the course of the run, 57 natural origin Johnson Creek adult chinook were retained for broodstock, transported to the South Fork Salmon River adult holding and spawning facility and held until spawned. The remaining natural origin Johnson Creek fish along with all the Johnson Creek supplementation fish were released upstream of the weir to spawn naturally. Twenty-seven Johnson Creek females were artificially spawned with 25 Johnson Creek males. Four females were diagnosed with high bacterial kidney disease levels resulting in their eggs being culled. The 27 females produced 116,598 green eggs, 16,531 green eggs were culled, with an average eye-up rate of 90.6% resulting in 90,647 eyed eggs. Juvenile fish were reared indoors at the McCall Fish Hatchery until November 2005 and then transferred to the outdoor rearing facilities during the Visual Implant Elastomer tagging operation. These fish continued rearing in the outdoor collection basin until release in March 2006. All of these fish were marked with Coded Wire Tags and Visual Implant Elastomer tags. In addition 12,056 of the smolts released were also tagged with Passive Integrated Transponder tags. Hand counts provided by marking crews were used to amend the number of juvenile salmon released from the original egg count. A total of 90,450 smolts were released directly into Johnson Creek on March 13 through 15, 2006.

  15. EA-1988: NFSC (Northwest Fisheries Science Center) Earthen Drainage Channel, Burley Creek Hatchery, Port Orchard, Washington

    Broader source: Energy.gov [DOE]

    The National Oceanic and Atmospheric Administration (NOAA), with DOE’s Bonneville Power Administration (BPA) as a cooperating agency, prepared an EA that assesses the potential environmental impacts of a NOAA Northwest Fisheries Science Center proposal to construct an earthen drainage channel at its Burley Creek Hatchery in Kitsap County, Washington. The project would facilitate increased discharge of treated effluent from the hatchery facility into the adjacent Burley Creek. BPA’s proposal is to fund the project. The project website is http://efw.bpa.gov/environmental_services/Document_Library/Burley_Creek/.

  16. Campbell Creek Research Homes FY 2012 Annual Performance Report

    SciTech Connect (OSTI)

    Gehl, Anthony C [ORNL; Munk, Jeffrey D [ORNL; Jackson, Roderick K [ORNL; Boudreaux, Philip R [ORNL; Khowailed, Gannate A [ORNL

    2013-01-01T23:59:59.000Z

    The Campbell Creek project is funded and managed by the Tennessee Valley Authority (TVA) Technology Innovation, Energy Efficiency, Power Delivery & and Utilization Office. Technical support is provided under contract by the Oak Ridge National Laboratory (ORNL) and the Electric Power Research Institute.The project was designed to determine the relative energy efficiency of typical new home construction, energy efficiency retrofitting of existing homes, and high -performance new homes built from the ground up for energy efficiency. This project will compare three houses that represented the current construction practice as a base case (Builder House CC1); a modified house that could represent a major energy- efficient retrofit (Retrofit House CC2); and a house constructed from the ground up to be a high- performance home (High Performance House CC3). In order tTo enablehave a valid comparison, it was necessary to simulate occupancy in all three houses and heavily monitor the structural components and the energy usage by component. All three houses are two story, slab on grade, framed construction. CC1 and CC2 are approximately 2,400 square feet2. CC3 has a pantry option, that is primarily used as a mechanical equipment room, that adds approximately 100 square feet2. All three houses are all-electric (with the exception of a gas log fireplace that is not used during the testing), and use air-source heat pumps for heating and cooling. The three homes are located in Knoxville in the Campbell Creek Subdivision. CC1 and CC2 are next door to each other and CC3 is across the street and a couple of houses down. The energy data collected will be used to determine the benefits of retrofit packages and high -performance new home packages. There are over 300 channels of continuous energy performance and thermal comfort data collection in the houses (100 for each house). The data will also be used to evaluate the impact of energy -efficient upgrades ton the envelope, mechanical equipment, or demand -response options. Each retrofit will be evaluated incrementally, by both short -term measurements and computer modeling, using a calibrated model. This report is intended to document the comprehensive testing, data analysis, research, and findings within the January 2011 through October 2012 timeframe at the Campbell Creek research houses. The following sections will provide an in-depth assessment of the technology progression in each of the three research houses. A detailed assessment and evaluation of the energy performance of technologies tested will also be provided. Finally, lessons learned and concluding remarks will be highlighted.

  17. Recovery of bitumen from oil sand by steam with chemicals

    SciTech Connect (OSTI)

    Yamazaki, T.

    1988-01-01T23:59:59.000Z

    Recently, oil sand bitumen has become the center of attention as a possible oil energy substitute for the future. Until now, the development of oil sand has been performed by surface miing and conventional steam injection, these methods are limited in respect to resource recovery. A more effective method needs to be developed utilizing in situ recovery. In this study, a new attempt is made for the purpose of enhancing the recovery of bitumen from oil sand by adopting the method of injecting high pressure steam and chemicals such as solvents, surfactants, and others.

  18. rfc:fac | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh( (Improving9Facilities

  19. rfc:fsn | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(

  20. rfc:gen | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(General Comments Please add

  1. rfc:lep | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(General Comments Please

  2. rfc:mep | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(General Comments

  3. rfc:rhi | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(General

  4. rfc:the | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron4 Self-Scrubbing:,, ,Development of NovelHigh(GeneralTheory Comments

  5. nsac-2012-rfc | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office of ScienceandMesa del SolStrengtheningWildfires mayYuan T.External LinksDoug Jacobsen & Shane6npo |

  6. NSAC-2012-RFC | NSAC Subcommittee 2012

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's Possible for Renewable Energy: GridTruck Platooning

  7. Review of underground coal gasification field experiments at Hoe Creek

    SciTech Connect (OSTI)

    Thorsness, C.B.; Creighton, J.R.

    1983-01-01T23:59:59.000Z

    LLNL has conducted three underground coal gasification experiments at the Hoe Creek site near Gillette, WY. Three different linking methods were used: explosive fracturing, reverse burning and directional drilling. Air was injected on all three experiments and a steam/oxygen mixture during 2 days of the second and most of the third experiment. Comparison of results show that the linking method didn't influence gas quality. The heat of combustion of the product gas was higher with steam/oxygen injection, mainly because of reduced inert diluent. Gas quality was generally independent of other operating parameters, but declined from its initial value over a period of time. This was due to heat loss to the wet overburden and extensive roof collapse in the second and third experiments.

  8. Review of underground coal gasification field experiments at Hoe Creek

    SciTech Connect (OSTI)

    Thorsness, C.B.; Creighton, J.R.

    1983-01-01T23:59:59.000Z

    In three underground coal gasification experiments at the Hoe Creek site near Gillette, WY, LLNL applied three different linking methods: explosive fracture, reverse burning, and directional drilling. Air was injected in all three experiments; a steam/oxygen mixture, during 2 days of the second and most of the third experiment. Comparison of results show that the type of linking method did not influence gas quality. The heat of combustion of the product gas was higher with steam/oxygen injection, mainly because of reduced inert diluent. Gas quality was generally independent of other operating parameters but declined from its initial value over a period of time because of heat loss to the wet overburden and extensive roof collapse in the second and third experiments.

  9. The Elk Creek Carbonatite, Southeast Nebraska-An Overview

    SciTech Connect (OSTI)

    Carlson, M. P., E-mail: mcarlson1@unl.edu; Treves, S. B. [University of Nebraska, Nebraska Geological Survey (United States)

    2005-03-15T23:59:59.000Z

    A framework geophysical program in southeastern Nebraska during 1970 identified a near-circular feature having gravity relief of about 8 mgal and a magnetic anomaly of about 800 gammas. Analysis of the geophysical data provided a model of a cylindrical mass of indefinite length with a radius of 5500 ft (1676 m) and beveled at the basement surface at about 600 ft (183 m). At the approximate depth at which Precambrian rocks were expected, the initial test hole (2-B-71) encountered an iron-rich weathered zone overlying carbonate-rich rock. The carbonate rocks consist essentially of dolomite, calcite, and ankerite and lesser amounts of hematite, chlorite, phlogopite, barite, serpentine, pyrochlore, and quartz and contain barium, strontium, and rare earths. Total REE, P2O5, and 87Sr/86Sr ratios confirm the carbonatite identification. Texturally, the rocks range from fragmental to contorted to massive. Associated with the carbonatite are lesser amounts of basalt, lamprophyre, and syenite. Additional exploratory drilling has provided about 80,000 ft (24,384 m) of rock record and has penetrated about 3400 ft (1038 m) of carbonatite. The carbonatite is overlain by marine sediments of Pennsylvanian (Missourian) age. The surrounding Precambrian basement rocks are low-to medium-grade metamorphic gneiss and schist of island arc origin and granitic plutons. The Elk Creek carbonatite is located near the boundary between the Penokean orogen created at about 1.84 Ga (billion years) and the Dawes terrane (1.78 Ga) of the Central Plains orogen. This boundary strongly influenced the geometry of both the Midcontinent Rift System (1.1 Ga) and the Nemaha uplift (0.3 Ga). It is assumed that the emplacement of the Elk Creek carbonatite (0.5 Ga) was influenced similarly by the pre-existing tectonic sutures.

  10. aeolian sand transport: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    that trigger dust storms, and the lifting of dust by dust devils and other small-scale vortices. We also discuss the physics of wind-blown sand and dune formation on Venus...

  11. aeolian sands underlain: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    that trigger dust storms, and the lifting of dust by dust devils and other small-scale vortices. We also discuss the physics of wind-blown sand and dune formation on Venus...

  12. asian sand dust: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    that trigger dust storms, and the lifting of dust by dust devils and other small-scale vortices. We also discuss the physics of wind-blown sand and dune formation on Venus...

  13. Mineral Dissolution and Secondary Precipitation on Quartz Sand...

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Sand in Simulated Hanford Tank Solutions Affecting Subsurface Porosity."Journal of Hydrology 472-473:159-168. doi:10.1016j.jhydrol.2012.09.021 Authors: G Wang W Um...

  14. Kellogg and Russ Forest projects. 2002 Project sand highlights

    E-Print Network [OSTI]

    Kellogg and Russ Forest projects. 2002 Project sand highlights MacCready Reserve a new property of insects Galeerucella calmariensis,and G.pusilla to control purple loosestrife on May 13. #12;New Project

  15. Tree Harvest in an Experimental Sand Ecosystem: Plant Effects on

    E-Print Network [OSTI]

    Vermont, University of

    Tree Harvest in an Experimental Sand Ecosystem: Plant Effects on Nutrient Dynamics and Solute control during this interval. During the 1st year after harvest, K concentrations tripled in shallow soil

  16. Response of Oil Sands Derived Fuels in Diesel HCCI Operation

    Broader source: Energy.gov (indexed) [DOE]

    UT-Battelle for the Department of Energy 2007 DOE DEER Conference Oil sands fuels and refinery intermediates * Provided by Shell Canada (now Royal Dutch Shell) * 17 fuels and...

  17. The potential use of tar sand bitumen as paving asphalt

    SciTech Connect (OSTI)

    Petersen, J.C.

    1988-01-01T23:59:59.000Z

    In this paper several research reports describing the preparation of potential paving asphalts from tar sand bitumen are reviewed and the results of the studies compared. The tar sand asphalts described in the studies were prepared from 1) hot water-recovered bitumen from deposits near San Luis Obispo, California (Edna deposits), and deposits near Vernal and Sunnyside, Utah; and 2) bitumen recovered from the Northwest Asphalt Ridge deposits near Vernal, Utah, by both in situ steamflood and in situ combustion recovery processes. Important properties of the tar sand asphalts compare favorably with those of specification petroleum asphalts. Laboratory data suggest that some tar sand asphalts may have superior aging characteristics and produce more water-resistant paving mixtures than typical petroleum asphalts.

  18. Study of properties of sand asphalt using a torsional rheometer 

    E-Print Network [OSTI]

    Kasula, Lavan Kumar Reddy

    2004-11-15T23:59:59.000Z

    The modeling of Sand Asphalt and experiments to measure their rheological properties are of vital concern to many industrial processes especially highway and roadway pavement construction industry. A variety of hot mix ...

  19. Bathymetric evolution of sand bed forms under partially standing waves

    E-Print Network [OSTI]

    Landry, Blake Jude

    2004-01-01T23:59:59.000Z

    Experiments were conducted in a large wave flume where the interaction between water waves and a movable sand bed were investigated. Monochromatic and poly- chromatic waves of specified amplitudes and period were generated ...

  20. RESEARCH ARTICLE Drag reduction using superhydrophobic sanded Teflon surfaces

    E-Print Network [OSTI]

    Rothstein, Jonathan

    RESEARCH ARTICLE Drag reduction using superhydrophobic sanded Teflon surfaces Dong Song · Robert J- phobic surfaces with random surface microstructure. These superhydrophobic surfaces were fabricated was found to produce the largest pressure drop reduction. 1 Introduction Superhydrophobic surfaces can

  1. An evaluation of the potential end uses of a Utah tar sand bitumen. [Tar sand distillate

    SciTech Connect (OSTI)

    Thomas, K.P.; Harnsberger, P.M.; Guffey, F.D.

    1986-09-01T23:59:59.000Z

    To date the commercial application of tar sand deposits in the United States has been limited to their use as paving materials for county roads, parking lots, and driveways because the material, as obtained from the quarries, does not meet federal highway specifications. The bitumen in these deposits has also been the subject of upgrading and refining studies to produce transportation fuels, but the results have not been encouraging from an economic standpoint. The conversion of tar sand bitumen to transportation fuels cannot compete with crude oil refining. The purposes of this study were two-fold. The first was to produce vacuum distillation residues and determine if their properties met ASTM asphalt specifications. The second was to determine if the distillates could serve as potential feedstocks for the production of aviation turbine fuels. The bitumen used for this study was the oil produced during an in situ steamflood project at the Northwest Asphalt Ridge (Utah) tar sand deposit. Two distillation residues were produced, one at +316/sup 0/C and one at +399/sup 0/C. However, only the lower boiling residue met ASTM specifications, in this case as an AC-30 asphalt. The original oil sample met specifications as an AC-5 asphalt. These residue samples showed some unique properties in the area of aging; however, these properties need to be investigated further to determine the implications. It was also suggested that the low aging indexes and high flow properties of the asphalts may be beneficial for pavements that require good low-temperature performance. Two distillate samples were produced, one at IBP-316/sup 0/C and one at IBP-399/sup 0/C. The chemical and physical properties of these samples were determined, and it was concluded that both samples appear to be potential feedstocks for the production of aviation turbine fuels. However, hydrogenation studies need to be conducted and the properties of the finished fuels determined to verify the prediction. 14 refs., 12 tabs.

  2. Tribal Decision-Making and Intercultural Relations: Crow Creek Agency, 1863-1885

    E-Print Network [OSTI]

    Galler, Robert

    2002-03-01T23:59:59.000Z

    Lower Yanktonai residents experienced great change during the first two decades at the Crow Creek agency in Dakota Territory. This essay traces the evolution of relations between tribal members, federal agents, and ...

  3. Rock creek multiple coal streams project. Final report, July 1984-November 1994

    SciTech Connect (OSTI)

    Saulsberry, J.L.; Lambert, S.W.; Wallace, J.A.; Spafford, S.D.; Steidl, P.F.

    1995-12-01T23:59:59.000Z

    The report summarizes the research conducted at the Rock Creek Project from 1984 to 1994. The Rock Creek Project was a field laboratory with the purpose of determining the best methods to produce methane from multiple coal seams. The site is located in the Oak Grove field of the Black Warrior Basin approximately 15 miles west of Birmingham, Alabama. The research performed under the Rock Creek Project involved: resource evaluation, reservoir testing, completion techniques, stimulation design and evaluation, operational methods, production forecasting, and remedial stimulations. Offsite cooperative research with other operators was also performed as part of the project. In addition to developing new technology, the work at Rock Creek demonstrated how existing technology from mining, groundwater hydrology, and the petroleum industry could be applied to coalbed methane production. The work also highlighted the pitfalls associated with some of the technology that was being used by certain operators.

  4. The investigation of the Caney Creek shipwreck archaeological site 41MG32 

    E-Print Network [OSTI]

    Hedrick, David Layne

    1998-01-01T23:59:59.000Z

    documentation exists concerning Caney Creek or its associated trade. Archaeological investigations, however, have revealed several aspects this steamer had in common with other western river steamboats. This thesis will help illustrate western river steamboat...

  5. HYDROGEOLOGIC CONSEQUENCES OF THE MODIFIED IN-SITU RETORTING PROCESS, PICEANCE CREEK BASIN, COLORADO

    E-Print Network [OSTI]

    Mehran, M.

    2014-01-01T23:59:59.000Z

    Water Management in Oil Shale Mining," Volumes I and II,and Technology of Oil Shale," Ann Arbor Science PublishersRequirements at an Oil Shale Surface Mine, Piceance Creek

  6. Microsoft Word - CX-SpringCreek-WineCountry-TowerRelocationFY13...

    Broader source: Energy.gov (indexed) [DOE]

    November 29, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Justin Estes Project Manager - TELM-TPP-3 Proposed Action: Spring Creek - Wine County No. 1...

  7. Acoustic detection of Immiscible Liquids in Sand

    SciTech Connect (OSTI)

    Geller, Jil T.; Kowalsky, Michael B.; Seifert, Patricia K.; Nihei, Kurt T.

    1999-03-01T23:59:59.000Z

    Laboratory cross-well P-wave transmission at 90 kHz was measured in a 61 cm diameter by 76 cm tall water-saturated sand pack, before and after introducing a non-aqueous phase organic liquid (NAPL) (n-dodecane). In one experiment NAPL was introduced to form a lens trapped by a low permeability layer; a second experiment considered NAPL residual trapped behind the front of flowing NAPL. The NAPL caused significant changes in the travel time and amplitude of first arrivals, as well as the generation of diffracted waves arriving after the direct wave. The spatial variations in NAPL saturation obtained from excavation at the end of the experiment correlated well with the observed variations in the P-wave amplitudes and travel times. NAPL residual saturation changes from NAPL flow channels of 3 to 4% were detectable and the 40 to 80% NAPL saturation in the NAPL lens was clearly visible at acoustic frequencies. The results of these experiments demonstrate that small NAPL saturations may be more easily detected with amplitude rather than travel time data, but that the relationships between the amplitude changes and NAPL saturation maybe more complex than those for velocity.

  8. Process for upgrading tar sand bitumen

    SciTech Connect (OSTI)

    Bartholic, D.B.; Reagan, W.J.

    1989-02-14T23:59:59.000Z

    A process is described for upgrading a charge of a tar sand bitumen concentrate containing metal impurities, colloidal calcium-containing clay and water. It consists of contacting the charge in a riser contacting zone in the presence of a low boiling organic solvent with hot fluidizable attrition-resistant substantially catalytically-inert microspheres, which are 20 to 150 microns in diameter and are composed of previously calcined kaolin clay. The contact takes place at high temperature and short contact time, which permits vaporization of the high hydrogen containing components of the bitumen. The period of time is less than that which induces substantial thermal cracking of the charge. At the end of the time the vaporized produce is separated from the microspheres of calcined kaolin clay, the microspheres of calcined kaolin clay now bearing a deposit of combustible solid, metal impurities and adherent particles of colloidal calcium-containing clay originally contained in the bitumen concentrate, immediately reducing the temperature of the vaporized product to minimize thermal cracking and recovering the product for further refining to produce one or more premium products.

  9. The extraction of bitumen from western tar sands. Annual report, July 1990--July 1991

    SciTech Connect (OSTI)

    Oblad, A.G.; Bunger, J.W.; Deo, M.D.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

    1992-04-01T23:59:59.000Z

    Contents of this report include the following: executive summary; characterization of the native bitumen from the Whiterocks oil sand deposit; influence of carboxylic acid content on bitumen viscosity; water based oil sand separation technology; extraction of bitumen from western oil sands by an energy-efficient thermal method; large- diameter fluidized bed reactor studies; rotary kiln pyrolysis of oil sand; catalytic upgrading of bitumen and bitumen derived liquids; ebullieted bed hydrotreating and hydrocracking; super critical fluid extraction; bitumen upgrading; 232 references; Appendix A--Whiterocks tar sand deposit bibliography; Appendix B--Asphalt Ridge tar sand deposit bibliography; and Appendix C--University of Utah tar sands bibliography.

  10. Creating and maintaining a gas cap in tar sands formations

    DOE Patents [OSTI]

    Vinegar, Harold J. (Bellaire, TX); Karanikas, John Michael (Houston, TX); Dinkoruk, Deniz Sumnu (Houston, TX); Wellington, Scott Lee (Bellaire, TX)

    2010-03-16T23:59:59.000Z

    Methods for treating a tar sands formation are disclosed herein. Methods for treating a tar sands formation may include providing heat to at least part of a hydrocarbon layer in the formation from one or more heaters located in the formation. Pressure may be allowed to increase in an upper portion of the formation to provide a gas cap in the upper portion. At least some hydrocarbons are produced from a lower portion of the formation.

  11. Review of underground coal-gasification field experiments at Hoe Creek. [Hoe Creek 1, 2, and 3

    SciTech Connect (OSTI)

    Thorsness, C.B.; Creighton, J.R.

    1982-05-26T23:59:59.000Z

    LLNL has conducted three underground coal gasification experiments at the Hoe Creek site near Gillette, Wyoming. Three different linking methods were used: explosive fracture, reverse burning and directional drilling. Air was injected on all three experiments and a steam/oxygen mixture during 2 days of the second and most of the third experiment. Comparison of results show that the linking method didn't influence gas quality. The heat of combustion of the product gas was higher with steam/oxygen injection, mainly because of reduced inert diluent. Gas quality was generally independent of other operating parameters, but declined from its initial value over a period of time. This was due to heat loss to the wet overburden and extensive roof collapse in the second and third experiments.

  12. Geology of the Middle Beaver Creek area, Mason and Gillespie Counties, Texas

    E-Print Network [OSTI]

    Peterson, Don Hamilton

    1959-01-01T23:59:59.000Z

    AREA, NASGR AEG GILhNPIR COGRTIES, TEIAB ABSTRACT The Middle Beaver Creek area is situated on the soutlwsst flank of the Llano ?plift region in Mason and Gillespie Counties, Texas Hooks of Presa?brian, Psleosoie, Mesosois, and Genosois age... ' Figure 1. ? Map of' part of Mason and Gillespie Counties, Texass showing location of' the Middle Beaver Creek Area, on aoetats oosered aerial photographs. In order to aoourateIp locate and plot the oontaots asd faults, the photographs vere studies...

  13. Correlation of stratigraphy with revegetation conditions at the Gibbons Creek Lignite Mine, Grimes County, Texas

    E-Print Network [OSTI]

    Parisot, Laurence D.

    1991-01-01T23:59:59.000Z

    CORRELATION OF STRATIGRAPHY WITH REVEGETATION CONDITIONS AT THE GIBBONS CREEK LIGNITE MINE, GRIMES COUNTY, TEXAS A Thesis by LAURENCE D. PARISOT Submitted to the Office of Graduate Studies of Texas ARM University in partial fulfillment... of the requirements for the degree of MASTER OF SCIENCE December 1991 Major Subject: Geology CORRELATION OF STRATIGRAPHY WITH REVEGETATION CONDITIONS AT THE GIBBONS CREEK LIGNITE MINE, GRIMES COUNTY, TEXAS A Thesis by LAURENCE D. PARISOT ; Approved...

  14. Trout Creek, Oregon Watershed Assessment; Findings, Condition Evaluation and Action Opportunities, 2002 Technical Report.

    SciTech Connect (OSTI)

    Runyon, John

    2002-08-01T23:59:59.000Z

    The purpose of the assessment is to characterize historical and current watershed conditions in the Trout Creek Watershed. Information from the assessment is used to evaluate opportunities for improvements in watershed conditions, with particular reference to improvements in the aquatic environment. Existing information was used, to the extent practicable, to complete this work. The assessment will aid the Trout Creek Watershed Council in identifying opportunities and priorities for watershed restoration projects.

  15. Petrological comparison of some tertiary and quaternary sands from Brazos and adjourning counties, Texas

    E-Print Network [OSTI]

    Elsik, William Clinton

    1960-01-01T23:59:59.000Z

    //ipyramids of quartz in the Catahoula sands differ- / / entiates them from P ~ternary sands. The Claiborne sands contain much , , ' / muscovite. Volcarj g glass is common in the Jackson sends. / Angular-s+' gular roundness ratios vary for both Tertiary... and / / / Quaternary sar g. Occasional angular-subangular ratio va1ues in excess / / of 2. 00 are saracteristic of the Quaternary sands. / / Glaua' gite is more common in Tertiary than in Quaternary sands. / / / Add' Lional petrological studies of the clay...

  16. Early post-restoration re-vegetation performance and critical social and institutional factors in a landowner-involved restoration project on lower Wooden Valley Creek, Napa County, CA

    E-Print Network [OSTI]

    Levy, Morgan; Post, Charles

    2010-01-01T23:59:59.000Z

    of the lower Wooden Valley Creek behind McQueeny’s house (Conditions in the Suisun Creek Watershed (Napa/Solano Co. ).Property - South Suisun Creek Watershed Program, Riparian

  17. Fish Bulletin No. 98. The Life Histories of the Steelhead Rainbow Trout (Salmo gairdneri gairdneri) and Silver Salmon (Oncorhynchus kisutch) with Special Reference to Waddell Creek, California, and Recommendations Regarding Their Management

    E-Print Network [OSTI]

    Shapovalov, Leo; Taft, Alan C

    1954-01-01T23:59:59.000Z

    on fish foods in Waddell Creek Lagoon. Amer. Fish. Soc. ,p. 248–251. 1936. The Waddell Creek Experimental Station forsilver salmon from Waddell Creek caught near Fort Bragg.

  18. NORTH HILL CREEK 3-D SEISMIC EXPLORATION PROJECT

    SciTech Connect (OSTI)

    Marc T. Eckels; David H. Suek; Denise H. Harrison; Paul J. Harrison

    2004-05-06T23:59:59.000Z

    Wind River Resources Corporation (WRRC) received a DOE grant in support of its proposal to acquire, process and interpret fifteen square miles of high-quality 3-D seismic data on non-allotted trust lands of the Uintah and Ouray (Ute) Indian Reservation, northeastern Utah, in 2000. Subsequent to receiving notice that its proposal would be funded, WRRC was able to add ten square miles of adjacent state and federal mineral acreage underlying tribal surface lands by arrangement with the operator of the Flat Rock Field. The twenty-five square mile 3-D seismic survey was conducted during the fall of 2000. The data were processed through the winter of 2000-2001, and initial interpretation took place during the spring of 2001. The initial interpretation identified multiple attractive drilling prospects, two of which were staked and permitted during the summer of 2001. The two initial wells were drilled in September and October of 2001. A deeper test was drilled in June of 2002. Subsequently a ten-well deep drilling evaluation program was conducted from October of 2002 through March 2004. The present report discusses the background of the project; design and execution of the 3-D seismic survey; processing and interpretation of the data; and drilling, completion and production results of a sample of the wells drilled on the basis of the interpreted survey. Fifteen wells have been drilled to test targets identified on the North Hill Creek 3-D Seismic Survey. None of these wildcat exploratory wells has been a dry hole, and several are among the best gas producers in Utah. The quality of the data produced by this first significant exploratory 3-D survey in the Uinta Basin has encouraged other operators to employ this technology. At least two additional 3-D seismic surveys have been completed in the vicinity of the North Hill Creek Survey, and five additional surveys are being planned for the 2004 field season. This project was successful in finding commercial oil, natural gas and natural gas liquids production on a remote part of the Uintah & Ouray Reservation. Much of the natural gas and natural gas liquids are being produced from the Wingate Formation, which to our knowledge has never produced commercially anywhere. Another large percentage of the natural gas is being produced from the Entrada Formation which has not previously produced in this part of the Uinta Basin. In all, at least nine geologic formations are contributing hydrocarbons to these wells. This survey has clearly established the fact that high-quality data can be obtained in this area, despite the known obstacles.

  19. Improving Remedial Planning Performance: The Rattlesnake Creek Experience

    SciTech Connect (OSTI)

    Rieman, C.R.; Spector, H.L.; Andrews, S.M. [U.S. Army Corps of Engineers, Buffalo District, 1776 Niagara St., Buffalo, NY 14207 (United States); Durham, L. A.; Johnson, R. L. [Argonne National Laboratory, 9700 S. Cass Ave., EVS 900, Argonne, IL 60439 (United States); Racino, R. R. [Cabrera Services, Inc., 29 Railroad Avenue, Middletown, NY 10940 (United States)

    2006-07-01T23:59:59.000Z

    The U.S. Army Corps of Engineers (USACE), Buffalo District, has responsibility for characterizing and remediating radiologically contaminated properties under the Formerly Utilized Sites Remedial Action Program (FUSRAP). Most of these FUSRAP sites include radionuclide contamination in soils where excavation and offsite disposal is the selected remedial action. For many FUSRAP soil remediation projects completed to date, the excavated contaminated soil volumes have significantly exceeded the pre-excavation volume estimates that were developed for project planning purposes. The exceedances are often attributed to limited and sparse datasets that are used to calculate the initial volume estimates. These volume exceedances complicate project budgeting and planning. Building on these experiences, the USACE took a different approach in the remediation of Rattlesnake Creek, located adjacent to the Ashland 2 site, in Tonawanda, New York. This approach included a more extensive pre-design data collection effort to improve and reduce the uncertainty in the pre-excavation volume estimates, in addition to formalizing final status survey data collection strategies prior to excavation. The final status survey sampling was fully integrated with the pre-design data collection, allowing dual use of the pre-design data that was collected (i.e., using the data to close out areas where contamination was not found, and feeding the data into volume estimates when contamination was encountered). The use of real-time measurement techniques (e.g., X-ray fluorescence [XRF] and gamma walkover surveys) during pre-excavation data collection allowed the USACE to identify and respond to unexpected contamination by allocating additional data collection to characterizing new areas of concern. The final result was an estimated soil volume and excavation footprint with a firm technical foundation and a reduction in uncertainty. However, even with extensive pre-design data collection, additional contamination was found during the excavation that led to an increase in the soil volume requiring offsite disposal. This paper describes the lessons learned regarding improving remedial planning performance from the Rattlesnake Creek experience and evaluates the level of project uncertainty reduction achieved through pre-design data collection. (authors)

  20. A Conceptual Restoration Plan and Tidal Hydrology Assessment for Reconnecting Spring Branch Creek to Suisun Marsh, Solano County, California

    E-Print Network [OSTI]

    Olson, Jessica J.

    2012-01-01T23:59:59.000Z

    EDAW 2007. Potrero Hills Landfill FEIR Volume 1. Solanothe headwaters at Potrero Hills Landfill is the headwatersBranch Creek, Potrero Hills Landfill and a private rancher

  1. C(re)ek-storation Community Collaboration Site: North Fork of Strawberry Creek by La Loma and Le Conte Avenues

    E-Print Network [OSTI]

    Tannenbaum, Sara Rose

    2011-01-01T23:59:59.000Z

    history of urban stream restoration. Aquatic Conservation:on Codornices Creek”. Restoration of Rivers and Streams.Restoration of Rivers and Streams, Water Resources

  2. Reservoir characterization of Mary Lee and Black Creek coals at the Rock Creek field laboratory, Black Warrior basin. Topical report, May-December 1992

    SciTech Connect (OSTI)

    Young, G.B.C.; Paul, G.W.

    1993-08-01T23:59:59.000Z

    A three-dimensional multi-well simulation study was performed for the Rock Creek project site to better understand the relationships between coal reservoir properties, well completion practices, and actual well performance. The reservoir study provided insights on the efficacy of single versus multiple seam completions, the incremental gas recovery resulting from remedial stimulations, and the impact of well spacing on expected long-term gas recovery. The Mary Lee and Black Creek coal groups were characterized by matching production and pressure history for eight Rock Creek producing wells and their surrounding monitor wells. The simulation grid included the Oak Grove mine and degas field located south of the Rock Creek site. Results of well test analyses, corehole-based gas content measurements, and individual coal group gas production from zone isolation packer tests were used to validate the simulation results. Various hydraulic fracture and remedial stimulations were analyzed to compare the effectiveness of different stimulation designs used at the site. Alternative well spacing strategies were examined to assess the effects of interference on long-term gas recovery.

  3. The extraction of bitumen from western tar sands

    SciTech Connect (OSTI)

    Oblad, A.G.; Bunger, J.W.; Hanson, F.V.; Miller, J.D.; Seader, J.D.

    1989-05-01T23:59:59.000Z

    This report represents the work done during the year of May 8, 1987 to June 9, 1988. This year was the first year of a five-year program. The overall objective of the latter is to advance the technologies for recovering bitumen from the tar sands by thermal and water assisted extraction means and upgrading of bitumen to synthetic crude, and conversion of bitumens to specialty products such as asphalt and resins to levels where realistic evaluations of technical and commercial potential can be made. Additionally, it is desired to have the data at a level which is adequate for design of pilot plants of appropriate size deemed necessary for commercial scale-up of the various processes being studied. The main areas for studies covered in this report are modelling and optimization of the hydropyrolysis process for upgrading bitumens, bitumen recovery by pyrolysis of the circle Cliffs tar sands in a fluid bed, pyrolysis of Whiterocks tar sand in a rotary kiln, modelling of the combustor in the coupled fluidized bed with interbed heat transfer using heat pipes, development of superior diluents for use in the water extraction of Utah's tar sands, and fractionation and characterization of the bitumens from Asphalt Ridge and Sunnyside tar sands. 169 refs., 60 figs., 31 tars.

  4. Willow Creek Wildlife Mitigation Project. Final Environmental Assessment.

    SciTech Connect (OSTI)

    NONE

    1995-04-01T23:59:59.000Z

    Today`s notice announces BPA`s proposal to fund land acquisition or acquisition of a conservation easement and a wildlife management plan to protect and enhance wildlife habitat at the Willow Creek Natural Area in Eugene, Oregon. This action would provide partial mitigation for wildlife and wildlife habitat lost by the development of Federal hydroelectric projects in the Willamette River Basin. The project is consistent with BPA`s obligations under provisions of the Pacific Northwest Electric Power Planning and Conservation Act of 1980 as outlined by the Northwest Power Planning Council`s 1994 Columbia River Basin Fish and Wildlife Program. BPA has prepared an environmental assessment (DOE/EA-1023) evaluating the proposed project. Based on the analysis in the EA, BPA has determined that the proposed action is not a major Federal action significantly affecting the quality of the human environment, within the meaning of the National Environmental Policy Act (NEPA) of 1969. Therefore, the preparation of an environmental impact statement (EIS) is not required and BPA is issuing this FONSI.

  5. West Foster Creek Expansion Project 2007 HEP Report.

    SciTech Connect (OSTI)

    Ashley, Paul R.

    2008-02-01T23:59:59.000Z

    During April and May 2007, the Columbia Basin Fish and Wildlife Authority's (CBFWA) Regional HEP Team (RHT) conducted baseline Habitat Evaluation Procedures (HEP) (USFWS 1980, 1980a) analyses on five parcels collectively designated the West Foster Creek Expansion Project (3,756.48 acres). The purpose of the HEP analyses was to document extant habitat conditions and to determine how many baseline/protection habitat units (HUs) to credit Bonneville Power Administration (BPA) for funding maintenance and enhancement activities on project lands as partial mitigation for habitat losses associated with construction of Grand Coulee and Chief Joseph Dams. HEP evaluation models included mule deer (Odocoileus hemionus), western meadowlark (Sturnella neglecta), sharp-tailed grouse, (Tympanuchus phasianellus), Bobcat (Lynx rufus), mink (Neovison vison), mallard (Anas platyrhynchos), and black-capped chickadee (Parus atricapillus). Combined 2007 baseline HEP results show that 4,946.44 habitat units were generated on 3,756.48 acres (1.32 HUs per acre). HEP results/habitat conditions were generally similar for like cover types at all sites. Unlike crediting of habitat units (HUs) on other WDFW owned lands, Bonneville Power Administration received full credit for HUs generated on these sites.

  6. Postburn core-drilling results from Hoe Creek 3

    SciTech Connect (OSTI)

    Ramirez, A.L.; Ganow, H.C.; Wilder, D.G.

    1981-10-08T23:59:59.000Z

    This paper presents interpretations derived from the analysis of the postburn drilling results from the Hoe Creek 3 experiment. Sixteen partially cored boreholes were drilled using an HQ triple-tube core barrel. The general objectives of this work were to establish the characteristics of the burn cavity and of the materials within and surrounding the cavity. The lateral extent of the burn and the characteristics of the collapsed region overlying the burn cavity were also to be investigated. Important conclusions derived from this study include the following: (1) The horizontally drilled link borehole strongly controlled burn cavity shape and location; no significant combustion occurred below the link; (2) the slag may have acted as an insulation blanket, protecting the coal below the horizontal link borehole; (3) significant roof collapse occurred during the course of the experiment, probably inducing substantial heat losses; (4) the lateral extent of the burn was greatest along the Felix 2 seam; the cavity outline in plan view is shaped like a teardrop; a vertical transverse cross section through the cavity shows a mushroom-shaped outline; (5) roof collapse after the end of the experiment filled much of the space within and above the cavity, producing a mechanically disturbed zone full of voids and weak materials. A zone of fractures or loosened material exists in the remaining (uncollapsed) roof and wall materials, surrounding and paralleling the upper margins of the collapsed region. A void zone was found near the bottom of the collapsed region.

  7. Sand pack residual oil saturations as affected by extraction with various solvents

    E-Print Network [OSTI]

    Murray, Clarence

    1958-01-01T23:59:59.000Z

    of Water Flood Extraction Test (Sand Packs J, K, L, and N) 8. Results of Water Flood Extraction Test (Sand Pack M) TABLES I. Behavior of Oils Mixed with Various Solvents 18 II. Sand and Sand Pack Properties III. Fluid Properties IV. Results of Water... solvents which do not alter the rock-fluM properties. The present work was performed on sand, packs composed of pure ~ Oica sand to provide wetting properties simflar to natural cores and to provide packs with reproducible characteristics. Fluids studied...

  8. Ground-water hydrologic effects resulting from underground coal gasification experiments at the Hoe Creek Site near Gillette, Wyoming. Interim report, October 1979-March 1980

    SciTech Connect (OSTI)

    Raber, E.; Stone, R.

    1980-05-01T23:59:59.000Z

    This technical note summarizes our activities, to date, on the research project: Ground-Water Hydrologic Effects Resulting from Underground Coal Gasification Experiments (EPA-IAG-79-D-X0795). The gasified coal seam (Felix No. 2 coal) and two overlying aquifers (Felix No. 1 coal and overlying sand) appear to have become interconnected as a result of roof collapse and subsidence at both Hoe Creek Sites II and III near Gillette, Wyoming. To evaluate changes in the ground-water flow regime at the two sites, completion of supplementary wells was necessary to define the distance versus head drawdown relationships in each of the three aquifers. Hydraulic head potentials have been measured at Site III since gasification ended on October 10, 1979. These data are presented in graphic format. Although hydraulic head measurements at Site II seemed to be approaching a steady-state condition 1.5 years after gasification, the subsequent gasification at Site III temporarily altered the ground-water flow patterns. These changes will have a definite effect on contaminant dispersal and will need to be taken into consideration.

  9. Evaluation of dredged material proposed for ocean disposal from Westchester Creek project area, New York

    SciTech Connect (OSTI)

    Pinza, M.R.; Gardiner, W.W.; Barrows, E.S.; Borde, A.B.

    1996-11-01T23:59:59.000Z

    The objective of the Westchester Creek project was to evaluate proposed dredged material from this area to determine its suitability for unconfined ocean disposal at the Mud Dump Site. Westchester Creek was one of five waterways that the US Army Corps of Engineers- New York District (USACE-NYD) requested the Battelle/Marine Sciences Laboratory (MSL) to sample and evaluate for dredging and disposal in May 1995. The evaluation of proposed dredged material from the Westchester Creek project area consisted of bulk sediment chemical analyses, chemical analyses of dredging site water and elutriate, benthic acute and water-column toxicity tests, and bioaccumulation studies. Thirteen individual sediment core samples were collected from this area and analyzed for grain size, moisture content, and total organic carbon (TOC). One composite sediment sample representing the Westchester Creek area to be dredged, was analyzed for bulk density, specific gravity, metals, chlorinated pesticides, polychlorinated biphenyl (PCB) congeners, polynuclear aromatic hydrocarbons (PAHs), and 1,4-dichlorobenzene. Dredging site water and elutriate water, which is prepared from the suspended- particulate phase (SPP) of the Westchester Creek sediment composite, was analyzed for metals, pesticides, and PCBS.

  10. Investigation of guided waves propagation in pipe buried in sand

    SciTech Connect (OSTI)

    Leinov, Eli; Cawley, Peter; Lowe, Michael J.S. [NDE Group, Department of Mechanical Engineering, Imperial College London, London SW7 2AZ (United Kingdom)

    2014-02-18T23:59:59.000Z

    The inspection of pipelines by guided wave testing is a well-established method for the detection of corrosion defects in pipelines, and is currently used routinely in a variety of industries, e.g. petrochemical and energy. When the method is applied to pipes buried in soil, test ranges tend to be significantly compromised because of attenuation of the waves caused by energy radiating into the soil. Moreover, the variability of soil conditions dictates different attenuation characteristics, which in-turn results in different, unpredictable, test ranges. We investigate experimentally the propagation and attenuation characteristics of guided waves in pipes buried in fine sand using a well characterized full scale experimental apparatus. The apparatus consists of an 8 inch-diameter, 5.6-meters long steel pipe embedded over 3 meters of its length in a rectangular container filled with fine sand, and an air-bladder for the application of overburden pressure. Longitudinal and torsional guided waves are excited in the pipe and recorded using a transducer ring (Guided Ultrasonics Ltd). Acoustic properties of the sand are measured independently in-situ and used to make model predictions of wave behavior in the buried pipe. We present the methodology and the systematic measurements of the guided waves under a range of conditions, including loose and compacted sand. It is found that the application of overburden pressure modifies the compaction of the sand and increases the attenuation, and that the measurement of the acoustic properties of sand allows model prediction of the attenuation of guided waves in buried pipes with a high level of confidence.

  11. Dissolved Oxygen in Allen CreekDissolved Oxygen in Allen Creek Dissolved oxygen (DO) enters the water by diffusion from air, as a by-product of photosynthesis and

    E-Print Network [OSTI]

    Tyler, Christy

    Dissolved Oxygen in Allen CreekDissolved Oxygen in Allen Creek Dissolved oxygen (DO) enters and rapids. There is an inverse relationship between temperature and DO, i.e. colder water holds more oxygen it supplies oxygen to aquatic organisms. Higher DO levels also give the water a better taste. Figure 2. During

  12. Case study of a multiple sand waterflood, Hewitt Unit, OK

    SciTech Connect (OSTI)

    Ruble, D.B.

    1982-03-01T23:59:59.000Z

    Twenty-two sands in the Hewitt field have been flooded simultaneously by Exxon Co. U.S.A.'s Hewitt Unit, and a case history of the operations is detailed. A multiple sand waterflood project requires special optimization methods to improve oil recovery. Injection and production surveillance programs and optimization methods used are highlighted. These include injection wellbore design, injection distribution, production stimulation, polymer augmented injection, and infill drilling. Successful application of these techniques has increased ultimate recovery from this waterflood operation. 3 refs.

  13. Operations research applied to a sand and gravel plant

    E-Print Network [OSTI]

    Cordes, Alfred Henry

    1968-01-01T23:59:59.000Z

    GRAVEL BIN 2 Gat)6 GRAVE L BIN 4 SCREEN 3 DECK 2 ( GO TO Fig. 2) Figure 1. Diagram of the Primary Gravel Circuit Gate 2 Gate 1 16 ROTARY WASHER ( main circuit) Gate 6 17 SCREEN 3 DECK 1 20 SCREEN 3 DECK 2 28 22 GRAVEL BIN 4 GRA VEL...- veyor is used as a method for dewatering the sand product and elevating the product out of the sand bins and into storage bins for loading. Circuit Gates The gates 1 through 6 are' embedded in the circuits to provide for partial changes of flow...

  14. Behavior of a full scale tieback wall in sand

    E-Print Network [OSTI]

    Chung, Moonkyung

    1991-01-01T23:59:59.000Z

    BEHAVIOR OP A PULL SCALE TIEBACK WALL IN SAND A Thesis by MOONKYUNG CHUNG Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE December 1991 Major... Subject: Civil Engineering BEHAUIOR OF A FULL SCALE TIEBACR WALL IN SAND A Thesis MOONKYUNG CHUNG Approved as to style and content by ean-Louis Briaud hair of Committee) Derek V. Morris (Member) Christo her C. Mathewson (Member) Jam T. P. ao...

  15. Western Gas Sands Project: stratigrapy of the Piceance Basin

    SciTech Connect (OSTI)

    Anderson, S. (comp.)

    1980-08-01T23:59:59.000Z

    The Western Gas Sands Project Core Program was initiated by US DOE to investigate various low permeability, gas bearing sandstones. Research to gain a better geological understanding of these sandstones and improve evaluation and stimulation techniques is being conducted. Tight gas sands are located in several mid-continent and western basins. This report deals with the Piceance Basin in northwestern Colorado. This discussion is an attempt to provide a general overview of the Piceance Basin stratigraphy and to be a useful reference of stratigraphic units and accompanying descriptions.

  16. SAND96-2345 Distribution Unlimited Release Category UC-261

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's PossibleRadiation Protection TechnicalResonantNovember11-3779SAND88-1807 * UC-2613 SAND96-2345

  17. Boiling Water at Hot Creek--The Dangerous and Dynamic Thermal Springs in California's Long Valley Caldera

    E-Print Network [OSTI]

    Torgersen, Christian

    ). Conditions in Hot Creek can change very quickly. These fish--caught in a burst of high-temperature water" or intermittently spurting very hot, sediment-laden water as high as 6 feet (2 m) above the stream surface. At timesBoiling Water at Hot Creek--The Dangerous and Dynamic Thermal Springs in California's Long Valley

  18. Simulation of contaminated sediment transport in White Oak Creek basin

    SciTech Connect (OSTI)

    Bao, Y.; Clapp, R.B.; Brenkert, A.L. [Oak Ridge National Lab., TN (United States); Moore, T.D. [Department of Civil and Environmental Engineering, University of Tennessee, Knoxville, TN (United States); Fontaine, T.A. [Department of Civil and Environmental Engineering, South Dakota School of Mines and Technology, Rapid City, SD (United States)

    1995-12-31T23:59:59.000Z

    This paper presents a systematic approach to management of the contaminated sediments in the White Oak Creek watershed at Oak Ridge National Laboratory near Oak Ridge, Tennessee. The primary contaminant of concern is radioactive cesium-137 ({sup 137}Cs), which binds to soil and sediment particles. The key components in the approach include an intensive sampling and monitoring system for flood events; modeling of hydrological processes, sediment transport, and contaminant flux movement; and a decision framework with a detailed human health risk analysis. Emphasis is placed on modeling of watershed rainfall-runoff and contaminated sediment transport during flooding periods using the Hydrologic Simulation Program- Fortran (HSPF) model. Because a large number of parameters are required in HSPF modeling, the major effort in the modeling process is the calibration of model parameters to make simulation results and measured values agree as closely as possible. An optimization model incorporating the concepts of an expert system was developed to improve calibration results and efficiency. Over a five-year simulation period, the simulated flows match the observed values well. Simulated total amount of sediment loads at various locations during storms match with the observed values within a factor of 1.5. Simulated annual releases of {sup 137}Cs off-site locations match the data within a factor of 2 for the five-year period. The comprehensive modeling approach can provide a valuable tool for decision makers to quantitatively analyze sediment erosion, deposition, and transport; exposure risk related to radionuclides in contaminated sediment; and various management strategies.

  19. Salt Creek Canyon, Canyonlands, Utah, May 2010 One week after the fact, at the tail-end of the weekend, I'm sitting down to write

    E-Print Network [OSTI]

    Bardsley, John

    Salt Creek Canyon, Canyonlands, Utah, May 2010 One week after the fact, at the tail the week following UM's graduation, and reserving backcountry camp sites in Canyonlands' Salt Creek Canyon. The itinerary would take us from the south end of Salt Creek Canyon to the Needles' District visitor center

  20. Diagenesis of sandstones from the Douglas Creek member of the Green River Formation (Eocene) at Red Wash field, Uintay County, Utah

    E-Print Network [OSTI]

    Ray, Earl Scott

    1985-01-01T23:59:59.000Z

    , sandstone and some limestone and dolomite beds. The Garden Creek Member at Red Wash Field is about 550 ft (168 m) thick. The Parachute Creek Member, overlying the Garden Creek, is largely oil shale, gray shale, and limestone and dolomite beds...

  1. Biological monitoring of Upper Three Runs Creek, Savannah River Plant, Aiken County, South Carolina

    SciTech Connect (OSTI)

    Specht, W.L.

    1991-10-01T23:59:59.000Z

    In anticipation of the fall 1988 start up of effluent discharges into Upper Three Creek by the F/H Area Effluent Treatment Facility of the Savannah River Site, Aiken, SC, a two and one half year biological study was initiated in June 1987. Upper Three Runs Creek is an intensively studied fourth order stream known for its high species richness. Designed to assess the potential impact of F H area effluent on the creek, the study includes qualitative and quantitative macroinvertebrate stream surveys at five sites, chronic toxicity testing of the effluent, water chemistry and bioaccumulation analysis. This final report presents the results of both pre-operational and post-operational qualitative and quantitative (artificial substrate) macroinvertebrate studies. Six quantitative and three qualitative studies were conducted prior to the initial release of the F/H ETF effluent and five quantitative and two qualitative studies were conducted post-operationally.

  2. Biomonitoring of fish communities, using the index of Biotic Integrity, as an indicator of the success of soil conservation measures in the Rabbit Creek and Middle Creek watersheds, Macon County, North Carolina

    SciTech Connect (OSTI)

    Not Available

    1993-08-01T23:59:59.000Z

    Fish communities in two upper Little Tennessee River tributaries, Rabbit Creek and Middle Creek, both located in Macon County, North Carolina, were monitored using IBI methods in 1990 and again in 1992. A single site, each on the lower reaches of its respective creek, was chosen to reflect the influence of conditions throughout the watershed and to provide a measure of water quality exiting the watershed. The Rabbit Creek watershed (Holly Springs community) has a long history of settlement and agricultural use. Dominant land uses today are pasture in the bottom lands and residential development at higher elevations. Much of the upper portion of the Middle Creek watershed on the slopes of Scaly Mountain is devoted to cabbage farming, often on steep slopes and highly erodible soils. From the cabbage growing area, the creek drops 400 feet to the lower valley. Other common land uses include residential, livestock, and forest. Both streams are characterized by heavy sedimentation and frequent high turbidity. Both streams showed marked improvement between 1990 and 1992. In 1990, Rabbit Creek`s IBI score was 31.0, for a bioclass rating of ``poor.`` In 1992, the IBI score was 42.1 for a bioclass rating of ``fair.`` For Middle Creek, the corresponding figures and ratings are 42.1 (fair) and 54.5 (good). Examination of the data for Rabbit Creek shows a reduction in the proportion of pollution-tolerant species, a higher proportion of specialized insectivores, a higher catch rate (reflecting higher total numbers of fish), and an additional intolerant species. In both cases, the data (supported by visual observation) suggests the causative factor is reduced sedimentation.

  3. Acoustic emission and compaction creep of quartz sand at subcritical stress

    E-Print Network [OSTI]

    Lenz, Steven Christopher

    2002-01-01T23:59:59.000Z

    -assisted mechanisms. We have investigated the role of cracking during creep compaction of quartz sand by monitoring acoustic emissions (AE). Experiments on water saturated St. Peter quartz sand packs (255 ± 60 []m grain size, initial porosity ~32%) and quartz powder...

  4. Hot alkaline treatment to stimulate and consolidate the heavy oil Bachaquero-01 sand

    E-Print Network [OSTI]

    Valera Villarroel, Cesar Amabilis

    2005-02-17T23:59:59.000Z

    An experimental study was conducted to verify experimentally whether sand consolidation by high-temperature alkaline treatment was possible in the heavy oil Bachaquero-01 reservoir. The experiments were conducted using sand samples from a core taken...

  5. Solvent and water/surfactant process for removal of bitumen from tar sands contaminated with clay

    SciTech Connect (OSTI)

    Guymon, E.P.

    1990-11-06T23:59:59.000Z

    This patent describes a process for removing bitumen from a tar sand contaminated with clay. It comprises: obtaining a tar sand consisting of bitumen and clay mixed with sand; introducing the tar sand into a stripper vessel; dissolving the bitumen with a solvent, the solvent also removing the clay from the sand into a liquid medium formed with the solvent and bitumen; removing the liquid medium from the sand; and washing the sand with water to which a nonionic surface active agent has been added to remove residual bitumen from the sand, the surfactive agent comprising a linear alcohol having carbon atoms within the range on the order of about eight to fifteen carbon atoms and ethoxylate units on the carbon atoms within the range on the order of about two to eight ethoxylate units, the surfactant being present in the water in an effective amount less than about 0.5 percent by volume.

  6. Air quality over the Canadian oil sands: A first assessment using satellite observations

    E-Print Network [OSTI]

    Boersma, Folkert

    to as "oil sands" (or "tar sands")­ are located in the Canadian province of Alberta (see Figure 1a). The oil development and operations [e.g., Kelly et al., 2010], including air quality and acid deposition. Combustion

  7. Air Quality Impact Study for UMore Park Sand and Gravel Resources

    E-Print Network [OSTI]

    Netoff, Theoden

    Air Quality Impact Study for UMore Park Sand and Gravel Resources University of Minnesota Rosemount Elliott Hendrickson Inc. Air Quality Impact Study for UMore Park Sand and Gravel Resources UOFMN 103496 ...........................................................................3 2.8 Air Emissions

  8. Johnson Creek Artificial Propagation and Enhancement Project Operations and Maintenance Program; Brood Year 2000: Johnson Creek Chinook Salmon Supplementation, Biennial Report 2000-2002.

    SciTech Connect (OSTI)

    Daniel, Mitch; Gebhards, John; Hill, Robert

    2003-05-01T23:59:59.000Z

    The Nez Perce Tribe, through funding provided by the Bonneville Power Administration, has implemented a small scale chinook salmon supplementation program on Johnson Creek, a tributary in the South Fork of the Salmon River, Idaho. The Johnson Creek Artificial Propagation Enhancement project was established to enhance the number of threatened Snake River summer chinook salmon (Oncorhynchus tshawytscha) returning to Johnson Creek through artificial propagation. Adult chinook salmon trapping, broodstock selection, and spawning was first implemented in 1998, did not occur in 1999, and was resumed in 2000. A total of 152 salmon were trapped in Johnson Creek in 2000, of which 73 (25 males, 16 females, and 32 jacks) fish were transported to Idaho Fish and Game=s South Fork Salmon River adult holding and spawning facility for artificial propagation purposes. The remaining 79 (29 males, 16 females, and 24 jacks) fish were released above the weir to spawn naturally. A total of 65,060 green eggs were taken from 16 female salmon and transported to the McCall Fish Hatchery for incubation and rearing. Egg counts indicated an average eye-up rate of 86.0% for 55,971 eyed eggs. Average fecundity for Johnson Creek females was 4,066 eggs per female. Juvenile fish were reared indoors at the McCall Fish Hatchery through November 2001. These fish were transferred to outdoor rearing facilities in December 2001 where they remained until release in March 2002. All of these fish were marked with Coded Wire Tags and Visual Implant Elastomer tags. In addition 9,987 were also PIT tagged. Hand counts provided by marking crews were used to amend the number of juvenile salmon released from the original egg count. A total of 57,392 smolts were released into a temporary acclimation channel in Johnson Creek on March 18, 19, 20, 2002. These fish were held in this facility until a fish screen was removed on March 22, 2002 and the fish were allowed to emigrate.

  9. In situ recovery of oil from Utah tar sand: a summary of tar sand research at the Laramie Energy Technology Center

    SciTech Connect (OSTI)

    Marchant, L.C.; Westhoff, J.D.

    1985-10-01T23:59:59.000Z

    This report describes work done by the United States Department of Energy's Laramie Energy Technology Center from 1971 through 1982 to develop technology for future recovery of oil from US tar sands. Work was concentrated on major US tar sand deposits that are found in Utah. Major objectives of the program were as follows: determine the feasibility of in situ recovery methods applied to tar sand deposits; and establish a system for classifying tar sand deposits relative to those characteristics that would affect the design and operation of various in situ recovery processes. Contents of this report include: (1) characterization of Utah tar sand; (2) laboratory extraction studies relative to Utah tar sand in situ methods; (3) geological site evaluation; (4) environmental assessments and water availability; (5) reverse combustion field experiment, TS-1C; (6) a reverse combustion followed by forward combustion field experiment, TS-2C; (7) tar sand permeability enhancement studies; (8) two-well steam injection experiment; (9) in situ steam-flood experiment, TS-1S; (10) design of a tar sand field experiment for air-stream co-injection, TS-4; (11) wastewater treatment and oil analyses; (12) economic evaluation of an in situ tar sand recovery process; and (13) appendix I (extraction studies involving Utah tar sands, surface methods). 70 figs., 68 tabs.

  10. Depositional environment of the "stringer sand" member, Lower Tuscaloosa Formation (Cretaceous), Mallalieu field, Mississippi 

    E-Print Network [OSTI]

    Cook, Billy Charles

    1968-01-01T23:59:59.000Z

    with the lower Unit being subdivided into an upper "sand and shale section" a middle "marine section", and a lower "massive sand section". The Mississippi Geological Society (1957) subdivided the subsurface Tuscaloosa Group into the Upper, Marine, and Lower...) described the Lower Tuscaloosa Formation of southern Mississippi as a unit of "rapidly alternating sands and shales of shallow marine origin, overlying a nearly unbroken sand sec- tion of still shallower marine or continental origin". Braunstein ai. so...

  11. The application of triaxial compression tests to the design of sand-asphalt paving mixtures 

    E-Print Network [OSTI]

    Ritter, Leo J

    1940-01-01T23:59:59.000Z

    of Changes in Sand. Orading upon the JLngle of Internal Friction III. Effect of the Initial Void Ratio upon ths ' ingle of Internal friction (Pine Sand. ) . . . . . . . Page 31 35 IV. Xffect oi Dust on the Angle of Internal Jriction in Sand Nixes... after Failure . . , 24 S. Nffsct of Changes in Sand. Grading on the Angle of Internal Friction . . . . . . '. . . . . . . . . . . . . . . . . 32 Relation between ths Angle of Internal Friction ank Initial Yolk Ratio (Fine Sank...

  12. Uranium in the Oatman Creek granite of Central Texas and its economic potential

    E-Print Network [OSTI]

    Conrad, Curtis Paul

    1982-01-01T23:59:59.000Z

    OF SCIENCE December 1982 Major Subject: GEOLOGY URANIUM IN THE OATMAN CREEK GRANITE OF CENTRAL TEXAS AND ITS ECONOMIC POTENTIAL A Thesis by CURTIS PAUL CONRAD Approved as to sty1e and content by; C airman of Committee Member em er ep men December... 1982 ABSTRACT Uranium in the Datman Creek Granite of Central Texas and its Economic Potential . (December 1 982) Curtis Paul Conrad, B. S. , Texas ABN University Chairman of Adv1sory Comm1ttee: Dr. Thomas T. Tieh Recent studies indicate that many...

  13. Steam tracer experiment at the Hoe Creek No. 3 underground coal gasification field test

    SciTech Connect (OSTI)

    Thorsness, C.B.

    1980-11-26T23:59:59.000Z

    Water plays an important role in in-situ coal gasification. To better understand this role, we conducted a steam tracer test during the later stages of the Hoe Creek No. 3 underground coal gasification field test. Deuterium oxide was used as the tracer. This report describes the tracer test and the analysis of the data obtained. The analysis indicates that at Hoe Creek the injected steam interacts with a large volume of water as it passes through the underground system. We hypothesize that this water is undergoing continual reflux in the underground system, resulting in a tracer response typical of a well-stirred tank.

  14. COSTS MODELS IN DESIGN AND MANUFACTURING OF SAND CASTING PRODUCTS

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    COSTS MODELS IN DESIGN AND MANUFACTURING OF SAND CASTING PRODUCTS Nicolas PERRY Ass. Prof., IRCCy.Bernard@irccyn.ec-nantes.fr Abstract: In the early phases of the product life cycle, the costs controls became a major decision tool difficulties, we will present an approach using a concept of cost entity related to the design and realization

  15. forControl,DynamicalSyste sandComputation

    E-Print Network [OSTI]

    Akhmedov, Azer

    "Optimization and Control Theory for Smart (Power) Grids" ESB 1001 April 2 Mustafa Khammash, UCSB 3:00 PM John Lygeros, ETH Zurich 11:00 AM "Stochastic Model Predictive Control: Tractability and HFH 4164Center forControl,DynamicalSyste m sandComputation CC DC Coordinator: Prof. Mustafa Khammash

  16. SAND AND GRAVEL MINING IN COLORADO RIPARIAN HABITATS

    E-Print Network [OSTI]

    Reclamation Specialist Colorado Division of Mined Land Reclamation 723 Centennial Building 1313 Sherman Reclamation Board (MLRB) administers the Colo rado Mined Land Reclamation Act of 1976. This law requires types of mining including sand and gravel mining. The Mined Land Reclamation Division (MLRD

  17. Noise Impact Study for UMore Park Sand and Gravel Resources

    E-Print Network [OSTI]

    Netoff, Theoden

    the sand and gravel mining operation. Mineral extraction is proposed on approximately 1,722 acres of land/landfill lining, clearing and grubbing, mineral extraction, material transporting, material processing including materials to and from the proposed extraction site, importation of non toxic compactable material

  18. Numerical and analytical modeling of sanding onset prediction

    E-Print Network [OSTI]

    Yi, Xianjie

    2004-09-30T23:59:59.000Z

    results vary with the selection of one or another rock strength criterion. In this work, we present four commonly used rock strength criteria in sanding onset prediction and wellbore stability studies: Mohr-Coulomb, Hoek-Brown, Drucker-Prager, and Modified...

  19. SAND2003-8146C Symposium on Thin Films

    E-Print Network [OSTI]

    Volinsky, Alex A.

    SAND2003-8146C Symposium on Thin Films ICM-9 9th International Conference on the Mechanical FRACTURE OF THIN GOLD FILMS N. R. Moody, D. P. Adams*, M. J. Cordill**, D. F. Bahr**, A. A. Volinsky of interfacial fracture energies of thin gold films as a function of film thickness is presented in this paper

  20. Solvent extraction process for recovering bitumen from tar sand

    SciTech Connect (OSTI)

    Hsieh, C.R.; Clifford, R.K.

    1987-06-30T23:59:59.000Z

    This patent describes a process for recovering bitumen from tar sand which comprises: (a) preparing a mixture containing divided tar sand and an organic solvent the ratio of the solvent to the bitumen in the tar sand is at least 2 parts solvent to 1 part bitumen form a bitument/solvent phase with a viscosity low enough to facilitate the physical separation of a significant portion of the bitumen/solvent phase from the mineral matrix of the tar sand; (b) separating by physical means at least a portion of the bitumen/solvent phase from the mineral matrix; (c) mixing the separated mineral matrix of step (b) with additional solvent in a washing stage to recover bitumen remaining with the mineral matrix; (d) introducing the recovered solvent/bitumen mixture from wash step (c) back into step (a); (e) recovering organic solvent from the mineral matrix of step (c) using an aqueous/organic solvent froth flotation phase separation where the majority of the mineral matrix remains with the aqueous phase; (f) recycling the solvent recovered from the phase separation of step (e) back to the washing step of (c); (g) separating bitumen from the bitumen/solvent phase of step (b); and (h) returning solvent collected from step (g) back to step (a).