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Sample records for lane shoal gilmer

  1. Jeff Lane

    Broader source: Energy.gov [DOE]

    Jeff Lane is a former Assistant Secretary of the Office of Congressional and Intergovernmental Affairs.Jeff Lane spent almost 16 years serving in senior legislative and management positions in the...

  2. Shoal, Dribble, Gnome, Gasbuggy,

    Office of Legacy Management (LM)

    '1 (3JlpV Project Proposal - Evaluation of Tritium and Other Radionuclides in Groundwater in the Areas Surrounding the Sites of Projects Shoal, Dribble, Gnome, Gasbuggy, and ...

  3. Shoal, Nevada, Site Fact Sheet

    Office of Legacy Management (LM)

    Shoal, Nevada, Site. This site is managed by the U.S. Department of Energy Office of Legacy Management. Shoal, Nevada, Site Location of the Shoal, Nevada, Site Site Description and History The Shoal site is situated on 2,560 acres of withdrawn federal lands within the north-central portion of the Sand Springs Range in Churchill County, Nevada. The town of Fallon is the largest populated area in the region and is about 30 miles northwest of the site. The region around the Shoal site is sparsely

  4. DOE - Office of Legacy Management -- Shoal

    Office of Legacy Management (LM)

    Nevada Shoal, Nevada, Site A Nevada Offsite shoalmap The DOE Office of Legacy Management assumed responsibility for long-term surveillance and maintenance at the Shoal Site in ...

  5. DOE - Office of Legacy Management -- Shoal

    Office of Legacy Management (LM)

    Nevada Shoal, Nevada, Site Key Documents and Links All documents are Adobe Acrobat files. pdf_icon Key Documents Fact Sheet 2015 Groundwater Monitoring Report Project Shoal Area, Subsurface Corrective Action Unit 447 May 2015 Groundwater Sampling at the Shoal, Nevada, Site Groundwater Model Validation for the Project Shoal Area, Corrective Action Unit 447 NDEP Shoal Document Archives Disclaimer Please be green. Do not print these documents unless absolutely necessary. Submit a FOIA Request for

  6. lane-98.pdf

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

    9 Single-Column Model Sensitivity to Changes in Horizontal and Vertical Resolution D. E. Lane, R. C. J. Somerville, S. F. Iacobellis, and J. Berque Scripps Institution of Oceanography University of California, San Diego La Jolla, California Introduction We examine the importance of vertical and horizontal resolution to parameterization of subgrid scale physical processes. We have developed a one-dimensional, diagnos- tic model of the atmospheric column overlying a region the size of a single

  7. Lane-DE

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

    Stochastic Radiative Transfer Model Using Ground-Based Measurements D. E. Lane, R. C. J. Somerville, and S. F. Iacobellis Scripps Institution of Oceanography University of California, San Diego San Diego, California Introduction Scientists have long been aware there is a need for a stochastic description of radiative transfer through media with statistically distributed parameters (Stephens 1984; Ramanathan et al. 1989; Stephens et al. 1991). This study used a shortwave stochastic band model to

  8. DOE - Office of Legacy Management -- Shoal Test Site - NV 03

    Office of Legacy Management (LM)

    Shoal Test Site - NV 03 FUSRAP Considered Sites Site: SHOAL TEST SITE (NV.03 ) Eliminated from consideration under FUSRAP Designated Name: Not Designated Alternate Name: Sand ...

  9. Lane Electric Cooperative - Residential and Commercial Weatherization...

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

    Washer: 75 Solar Water Heater: 500 Summary Lane Electric Cooperative offers energy efficient Weatherization Grant Programs to Lane Electric residential and commercial members: a...

  10. Lane Electric Cooperative- Residential Efficiency Rebate Program

    Broader source: Energy.gov [DOE]

    Lane Electric Cooperative provides rebates for duct sealing measures, heat pumps, and newly constructed Energy Star Homes. Lane Electric Cooperative must receive the necessary application forms in...

  11. City of Muscle Shoals, Alabama (Utility Company) | Open Energy...

    Open Energy Info (EERE)

    Shoals, Alabama (Utility Company) Jump to: navigation, search Name: City of Muscle Shoals Place: Alabama Phone Number: (256) 386-9293 Website: www.mseb.net Outage Hotline: (256)...

  12. Snapping Shoals El Member Corp | Open Energy Information

    Open Energy Info (EERE)

    Snapping Shoals El Member Corp Jump to: navigation, search Name: Snapping Shoals El Member Corp Place: Georgia Phone Number: 770-786-3484 Website: www.ssemc.com Twitter:...

  13. shoal_bk_10-03.book

    Office of Legacy Management (LM)

    3 MODELING TO SUPPORT GROUNDWATER CONTAMINANT BOUNDARIES FOR THE SHOAL UNDERGROUND NUCLEAR TEST prepared by Karl Pohlmann, Greg Pohll, Jenny Chapman, Ahmed E. Hassan, Rosemary Carroll, and Craig Shirley submitted to Nevada Site Office National Nuclear Security Administration U.S. Department of Energy OCTOBER 2003 Publication No. 45184 Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or

  14. FinalTestimonyLaneNominationStatement.pdf

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

    STATEMENT OF JEFF LANE, NOMINEE TO BE AN ASSISTANT SECRETARY OF ENERGY, CONGRESSIONAL AND INTERGOVERNMENTAL AFFAIRS, DEPARTMENT OF ENERGY MARCH 17, 2010 Chairman Bingaman, Ranking...

  15. Lithium Droplet Injector......Inventors ..--..Lane Roquemore...

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

    Lithium Droplet Injector......Inventors ..--..Lane Roquemore, Daniel Andruczyk A liquid lithium device has been invented that produces spherical droplets of lithium for the control ...

  16. EA-365-A Centre Lane Trading Limited | Department of Energy

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

    -A Centre Lane Trading Limited EA-365-A Centre Lane Trading Limited Order authorizing CLT to export electric energy to Canada. PDF icon EA-365-A Centre Lane (CN).pdf More Documents ...

  17. Walker-Lane Transition Zone Geothermal Region | Open Energy Informatio...

    Open Energy Info (EERE)

    At Walker-Lane Transitional Zone Region (Coolbaugh, Et Al., 2005 - 2) Direct-Current Resistivity Survey At Walker-Lane Transitional Zone Region (Pritchett,...

  18. Workplace Charging Challenge Partner: Lane Regional Air Protection...

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

    Lane Regional Air Protection Agency Joined the Challenge: June 2014 Headquarters: Springfield, OR Charging Location: Springfield, OR Domestic Employees: 15 Lane Regional Air ...

  19. Gilmer Co. Rock

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

    BOE Reserve Class No 2001 reserves 0.1 - 10 MBOE 10.1 - 100 MBOE 100.1 - 1,000 MBOE 1,000.1 - 10,000 MBOE 10,000.1 - 100,000 MBOE > 100,000 MBOE Appalachian Basin Boundary Appalachian Basin, Eastern WV (Panel 5 of 7) Oil and Gas Fields By 2001 BOE

  20. Gilmer Co. Rock

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

    Gas Reserve Class No 2001 gas reserves 0.1 - 10 MBOE 10.1 - 100 MMCF 100.1 - 1,000 MMCF 1,000.1 - 10,000 MMCF 10,000.1 - 100,000 MMCF > 100,000 MMCF Appalachian Basin Boundary Appalachian Basin, Eastern WV (Panel 5 of 7) Oil and Gas Fields By 2001 Gas

  1. Gilmer Co. Rock

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

    BOE Reserve Class No 2001 reserves 0.1 - 10 MBOE 10.1 - 100 MBOE 100.1 - 1,000 MBOE 1,000.1 - 10,000 MBOE 10,000.1 - 100,000 MBOE > 100,000 MBOE Appalachian Basin Boundary ...

  2. Gilmer Co. Rock

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

    Gas Reserve Class No 2001 gas reserves 0.1 - 10 MBOE 10.1 - 100 MMCF 100.1 - 1,000 MMCF 1,000.1 - 10,000 MMCF 10,000.1 - 100,000 MMCF > 100,000 MMCF Appalachian Basin Boundary ...

  3. Data Report Project Shoal Area Churchill County, Nevada

    Office of Legacy Management (LM)

    505 UCC-700 DATA REPORT PROJECT SHOAL AREA CHURCHILL COUNTY, NEVADA DOE Nevada Operations Office Las Vegas, Nevada July 1998 DATA REPORT PROJECT SHOAL AREA CHURCHILL COUNTY, NEVADA Approved by: Date: Monica Sanchez, Project Manager Off-Sites Subproject Approved by: Date: Runore C. Wycoff, Project Manager Nevada Environmental Restoration Project i Table of Contents List of Figures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

  4. Lane Electric Cooperative- Manufactured Homes Rebate Program

    Broader source: Energy.gov [DOE]

    Lane Electric Cooperative offers its customers an incentive for buying a new, permanent residence, EnergyStar manufactured home within service area. Qualifying customers may receive up to $500 if...

  5. Workplace Charging Challenge Partner: Lane Regional Air Protection Agency |

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

    Department of Energy Lane Regional Air Protection Agency Workplace Charging Challenge Partner: Lane Regional Air Protection Agency Workplace Charging Challenge Partner: Lane Regional Air Protection Agency Joined the Challenge: June 2014 Headquarters: Springfield, OR Charging Location: Springfield, OR Domestic Employees: 15 Lane Regional Air Protection Agency is committed to ensuring clean air for everyone in Lane County. By joining the Workplace Charging Challenge, LRAPA is setting an

  6. DOE Tour of Zero Floorplans: Cobbler Lane by Addison Homes | Department of

    Energy Savers [EERE]

    Energy Cobbler Lane by Addison Homes DOE Tour of Zero Floorplans: Cobbler Lane by Addison Homes DOE Tour of Zero Floorplans: Cobbler Lane by Addison

  7. Blachly-Lane Cnty Coop El Assn | Open Energy Information

    Open Energy Info (EERE)

    Blachly-Lane Cnty Coop El Assn Jump to: navigation, search Name: Blachly-Lane Cnty Coop El Assn Place: Oregon Phone Number: (541) 688-8711 Website: www.blachlylane.coop Twitter:...

  8. Lane-Scott Electric Coop, Inc | Open Energy Information

    Open Energy Info (EERE)

    Lane-Scott Electric Coop, Inc Jump to: navigation, search Name: Lane-Scott Electric Coop, Inc Place: Kansas Phone Number: 620-397-5327 Website: www.lanescott.coop Outage Hotline:...

  9. Photon Speedway Puts Big Data In the Fast Lane

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

    Photon Speedway Puts Big Data In the Fast Lane Photon Speedway Puts Big Data In the Fast Lane Scientists from Berkeley Lab and SLAC are using NERSC and ESnet to achieve ...

  10. Lane Electric Cooperative- Residential and Commercial Weatherization & Energy Efficiency Program

    Broader source: Energy.gov [DOE]

    Lane Electric Cooperative offers energy efficient Weatherization Grant Programs to Lane Electric residential and commercial members: a residential cash grant for 25% of measure costs up to $1,000,...

  11. EA-1952: Lane-Wendson No. 1 Transmission Line Rebuild Project...

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

    952: Lane-Wendson No. 1 Transmission Line Rebuild Project; Lane County, Oregon EA-1952: Lane-Wendson No. 1 Transmission Line Rebuild Project; Lane County, Oregon SUMMARY Bonneville ...

  12. Neal Lane: Science in a Flat World

    ScienceCinema (OSTI)

    Neal Lane

    2010-09-01

    Lane discusses the changes that have taken place in the world since World War II that have made it "flatter," referring to Thomas L. Friedman's book, The World is Flat. Friedman's main premise is that inexpensive telecommunications is bringing about unhampered international competition, the demise of economic stability, and a trend toward outsourcing services, such as computer programming, engineering and science research.

  13. EA-1952: Lane-Wendson No. 1 Transmission Line Rebuild Project; Lane County, Oregon

    Broader source: Energy.gov [DOE]

    Bonneville Power Administration is preparing an EA to assess the potential environmental impacts of the proposed rebuild of the 41.3-mile Lane-Wendson No. 1 transmission line between Eugene and Florence, Oregon.

  14. Geothermal Literature Review At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Geothermal Literature Review At Walker-Lane Transitional Zone Region (Laney, 2005) Exploration Activity...

  15. Walker-Lane Transition Zone Geothermal Region | Open Energy Informatio...

    Open Energy Info (EERE)

    Geothermal Area Wilson Hot Spring Geothermal Area Winnemucca Dry Lake Geothermal Area Energy Generation Facilities within the Walker-Lane Transition Zone Geothermal Region...

  16. Data Acquisition-Manipulation At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    (Coolbaugh, Et Al., 2005 - 2) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Data Acquisition-Manipulation Activity...

  17. Geodetic Survey At Walker-Lane Transitional Zone Region (Blewitt...

    Open Energy Info (EERE)

    Zone Region (Blewitt Et Al, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Geodetic Survey Activity Date...

  18. Field Mapping At Walker-Lane Transitional Zone Region (Shevenell...

    Open Energy Info (EERE)

    Region (Shevenell, Et Al., 2008) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Field Mapping Activity Date Usefulness...

  19. Field Mapping At Walker-Lane Transitional Zone Region (Blewitt...

    Open Energy Info (EERE)

    Zone Region (Blewitt Et Al, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Field Mapping Activity Date Usefulness...

  20. Teleseismic-Seismic Monitoring At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    Zone Region (Biasi, Et Al., 2009) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Teleseismic-Seismic Monitoring Activity...

  1. Compound and Elemental Analysis At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    Zone Region (Laney, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Compound and Elemental Analysis...

  2. Isotopic Analysis At Walker-Lane Transitional Zone Region (Laney...

    Open Energy Info (EERE)

    Zone Region (Laney, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Isotopic Analysis- Fluid Activity Date...

  3. Teleseismic-Seismic Monitoring At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    Zone Region (Biasi, Et Al., 2008) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Teleseismic-Seismic Monitoring Activity...

  4. Geothermometry At Walker-Lane Transitional Zone Region (Shevenell...

    Open Energy Info (EERE)

    (Shevenell & De Rocher, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Geothermometry Activity Date Usefulness...

  5. Refraction Survey At Walker-Lane Transitional Zone Region (Heimgartner...

    Open Energy Info (EERE)

    Region (Heimgartner, Et Al., 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Refraction Survey Activity Date...

  6. Geographic Information System At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    Zone Region (Laney, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Geographic Information System Activity...

  7. Geothermometry At Walker-Lane Transitional Zone Region (Laney...

    Open Energy Info (EERE)

    Zone Region (Laney, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique Geothermometry Activity Date Usefulness...

  8. Lane County, Oregon: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Biomass Facility Places in Lane County, Oregon Coburg, Oregon Cottage Grove, Oregon Creswell, Oregon Dunes City, Oregon Eugene, Oregon Florence, Oregon Junction City, Oregon...

  9. Geodetic Survey At Walker-Lane Transitional Zone Region (Laney...

    Open Energy Info (EERE)

    Laney, 2005) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Geodetic Survey At Walker-Lane Transitional Zone Region (Laney, 2005) Exploration...

  10. Modeling-Computer Simulations At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Modeling-Computer Simulations At Walker-Lane Transitional Zone Region (Laney, 2005) Exploration...

  11. Modeling-Computer Simulations At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Modeling-Computer Simulations At Walker-Lane Transitional Zone Region (Pritchett, 2004) Exploration...

  12. Modeling-Computer Simulations At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Modeling-Computer Simulations At Walker-Lane Transitional Zone Region (Biasi, Et Al., 2009) Exploration...

  13. Green Lane, Pennsylvania: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    (Redirected from Green Lane, PA) Jump to: navigation, search Equivalent URI DBpedia Coordinates 40.3367674, -75.4690674 Show Map Loading map... "minzoom":false,"mappingservice...

  14. Water Sampling At Walker-Lane Transitional Zone Region (Laney...

    Open Energy Info (EERE)

    Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Water Sampling At Walker-Lane Transitional Zone Region (Laney, 2005) Exploration Activity...

  15. Lane County, Kansas: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Lane County, Kansas: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 38.4294888, -100.5296115 Show Map Loading map... "minzoom":false,"mappings...

  16. Microsoft Word - 2005 Draft Shoal Monitoring Total Rpt.doc

    Office of Legacy Management (LM)

    39 Long-term Monitoring Plan for the Shoal Underground Nuclear Test Prepared by Ahmed E. Hassan submitted to Nevada Site Office National Nuclear Security Administration U.S. Department of Energy Las Vegas, Nevada FEBRUARY 2005 Publication No. 45210 Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any

  17. Fact #604: January 4, 2010 HOT Lanes in the U.S.

    Broader source: Energy.gov [DOE]

    There are six States that currently have high-occupancy toll (HOT) lanes. These lanes are similar to high-occupancy vehicle (HOV) lanes, except that they allow drivers of vehicles that do not meet...

  18. Polymer delineation system. [Patent application: traffic lane lines

    DOE Patents [OSTI]

    Woolman, S.; Steinberg, M.

    1975-06-24

    A delineation system (traffic lane lines) for highways is described in which polymerizable substances are applied to existing or newly prepared highway pavements. The substances would contain a suitable pigment and may incorporate reflective elements.

  19. Lane Electric Cooperative- Residential Energy Efficiency Loan Programs

    Broader source: Energy.gov [DOE]

    Lane Electric provides 0% loans to residents for the installation of efficient heat pumps and weatherization measures through the Home Energy Loan Program. Participating single or multi-family...

  20. Green Lane, Pennsylvania: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Hide Map This article is a stub. You can help OpenEI by expanding it. Green Lane is a borough in Montgomery County, Pennsylvania. It falls under Pennsylvania's...

  1. Photon Speedway Puts Big Data In the Fast Lane

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

    Photon Speedway Puts Big Data In the Fast Lane Photon Speedway Puts Big Data In the Fast Lane Scientists from Berkeley Lab and SLAC are using NERSC and ESnet to achieve breakthroughs in photosynthesis research August 26, 2014 Contact: Kathy Kincade, +1 510 495 2124, kkincade@lbl.gov A series of experiments conducted by Lawrence Berkeley National Laboratory (Berkeley Lab) and SLAC National Accelerator Laboratory (SLAC) researchers and collaborators is shedding new light on the photosynthetic

  2. Microsoft PowerPoint - Bull Shoals U1 repair MSB edit 3.ppt

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

    Bull Shoals Unit 1 161kV Switchyard Feeder Repair Bull Shoals Unit 1 161kV Bull Shoals Unit 1 161kV Switchyard Feeder Repair Switchyard Feeder Repair Mark Dixson Little Rock District US Army Corps US Army Corps of Engineers of Engineers ® ® One Corps Serving The Army and the Nation * Original Equipment - 52 years old. * Unit 1 Oil filled cable pothead failed and exploded on Sept 6 2006. * Resulting fire and fire suppression damaged oil insulated cable system * Minor damage to power plant.

  3. DOE Tour of Zero: The Edies Lane House by Caldwell and Johnson...

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

    Edies Lane House by Caldwell and Johnson DOE Tour of Zero: The Edies Lane House by Caldwell and Johnson Addthis 1 of 4 This 2,046-square-foot home in Exeter, Rhode Island, by...

  4. A Review of HOV Lane Performance and Policy Options in the United...

    Open Energy Info (EERE)

    Review of HOV Lane Performance and Policy Options in the United States - Final Report Jump to: navigation, search Tool Summary LAUNCH TOOL Name: A Review of HOV Lane Performance...

  5. Neal Lane: Confessions of a President's Science Advisor

    ScienceCinema (OSTI)

    Neal Lane

    2010-09-01

    Former science advisor to president Bill Clinton Neal Lane briefly reviews the history of the job of Science Advisor to the President and give some examples of issues he had to deal with when he was in that position, including climate change, stem cell research, the human genome, nanotechnology and research funding. He will also give his opinions about the present and future state of science in the U.S.

  6. March 2010 Groundwater Sampling at the Project Shoal Site, Nevada (Data Validation Package)

    SciTech Connect (OSTI)

    2011-03-01

    The U.S. Department of Energy Office of Legacy Management conducted annual sampling at the Project Shoal Area (Shoal) in March 2010. Wells HC-4, HC-5, HC-7, HC-8, MV-1, MV-2 and MV-3 were sampled March 10-12, 2010, as specified in the Sampling and Analysis Plan for U.S. Department of Energy Office of Legacy Management Sites (LMS/PLN/S04351, continually updated). Wells HC-1, HC-2, HC-3, and HC-6 were sampled March 24, 2010, by Desert Research Institute personnel.

  7. Modeling to Support Groundwater Contaminant Boundaries for the Shoal Underground Nuclear Test

    SciTech Connect (OSTI)

    K. Pohlmann; G. Pohll; J. Chapman; A. Hassan; R. Carroll; C. Shirley

    2004-03-01

    Groundwater flow and radionuclide transport at the Shoal underground nuclear test are characterized using three-dimensional numerical models, based on site-specific hydrologic data. The objective of this modeling is to provide the flow and transport models needed to develop a contaminant boundary defining the extent of radionuclide-contaminated groundwater at the site throughout 1,000 years at a prescribed level of confidence. This boundary will then be used to manage the Project Shoal Area for the protection of the public and the environment.

  8. Evaluation of groundwater flow and transport at the Shoal underground nuclear test: An interim report

    SciTech Connect (OSTI)

    Pohll, G.; Chapman, J.; Hassan, A.; Papelis, C.; Andricevic, R.; Shirley, C.

    1998-07-01

    Since 1962, all United States nuclear tests have been conducted underground. A consequence of this testing has been the deposition of large amounts of radioactive materials in the subsurface, sometimes in direct contact with groundwater. The majority of this testing occurred on the Nevada Test Site, but a limited number of experiments were conducted in other locations. One of these is the subject of this report, the Project Shoal Area (PSA), located about 50 km southeast of Fallon, Nevada. The Shoal test consisted of a 12-kiloton-yield nuclear detonation which occurred on October 26, 1963. Project Shoal was part of studies to enhance seismic detection of underground nuclear tests, in particular, in active earthquake areas. Characterization of groundwater contamination at the Project Shoal Area is being conducted by the US Department of Energy (DOE) under the Federal Facility Agreement and Consent Order (FFACO) with the State of Nevada Department of Environmental Protection and the US Department of Defense (DOD). This order prescribes a Corrective Action Strategy (Appendix VI), which, as applied to underground nuclear tests, involves preparing a Corrective Action Investigation Plan (CAIP), Corrective Action Decision Document (CADD), Corrective Action Plan, and Closure Report. The scope of the CAIP is flow and transport modeling to establish contaminant boundaries that are protective of human health and the environment. This interim report describes the current status of the flow and transport modeling for the PSA.

  9. InSAR At Walker-Lane Transitional Zone Region (Laney, 2005) ...

    Open Energy Info (EERE)

    Zone Region (Laney, 2005) Exploration Activity Details Location Walker-Lane Transition Zone Geothermal Region Exploration Technique InSAR Activity Date Usefulness useful...

  10. EA-1952: Lane-Wendson No. 1 Transmission Line Rebuild Project...

    Energy Savers [EERE]

    No. 1 Transmission Line Rebuild Project; Lane County, Oregon SUMMARY Bonneville Power Administration is preparing an EA to assess the potential environmental impacts of the...

  11. Granular Lithium Injector --- Inventor(s) Lane Roquemore and Dennis

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

    Mansfield | Princeton Plasma Physics Lab Granular Lithium Injector --- Inventor(s) Lane Roquemore and Dennis Mansfield This invention utilizes a rotating impeller operating at up to 15000 rpm to inject spherical particles into the pedastal of a tokamak plasma. It was designed specifically to inject Li granules with diameters up to 1mm. The particles are fed to the injector via a piezo-based dropper disclosed in a previous Invention Disclosure. The design goal is to use the injector to induce

  12. 2014 Well Completion Report for Corrective Action Unit 447 Project Shoal Area Churchill County, Nevada

    Office of Legacy Management (LM)

    Well Completion Report for Corrective Action Unit 447 Project Shoal Area Churchill County, Nevada November 2015 Approved for public release; further dissemination unlimited LMS/SHL/S12297 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at

  13. 2015 Groundwater Monitoring Report Project Shoal Area Subsurface Corrective Action Unit 447

    Office of Legacy Management (LM)

    Groundwater Monitoring Report Project Shoal Area: Subsurface Corrective Action Unit 447 April 2016 Approved for public release; further dissemination unlimited LMS/SHL/S13448 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at

  14. Addendum to the CAIP for CAU 447: Project Shoal Area, Nevada Subsurface Site

    Office of Legacy Management (LM)

    513-ADD ADDENDUM TO THE CORRECTIVE ACTION INVESTIGATION PLAN FOR CORRECTIVE ACTION UNIT 447: PROJECT SHOAL AREA, NEVADA SUBSURFACE SITE DOE Nevada Operations Office Las Vegas, Nevada Controlled Copy No.: Revision No.: 1 March 1999 Approved for public release; further dissemination unlimited. Available to the public from - U.S. Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 (703) 487-4650 Available electronically at

  15. DOE Zero Energy Ready Home Case Study: Addison Homes, Cobbler Lane,

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

    Simpsonville, SC | Department of Energy Addison Homes, Cobbler Lane, Simpsonville, SC DOE Zero Energy Ready Home Case Study: Addison Homes, Cobbler Lane, Simpsonville, SC DOE Zero Energy Ready Home Case Study: Addison Homes, Cobbler Lane, Simpsonville, SC Case study of a DOE 2015 Housing Innovation Award winning custom home in the mixed humid climate that got a HERS 41 without PV, with 2x4 16" on-center walls with 1 inch rigid foam, a sealed conditioned crawl space insulated on inside

  16. EIS-0457: Albany-Eugene Rebuild Project, Lane and Linn Counties, OR

    Broader source: Energy.gov [DOE]

    This EIS evaluates the environmental impacts of a proposal by BPA to rebuild a 32-mile section of the Albany-Eugene 115-kilovolt No. 1 Transmission Line in Lane and Linn Counties, OR.

  17. Desert Peak to Humboldt House and Winnemucca, in: Lane, M.A....

    Open Energy Info (EERE)

    to Humboldt House and Winnemucca, in: Lane, M.A., (ed) Nevada geothermal areas: Desert Peak, Humboldt House, Beoware: Guidebook for field trip Jump to: navigation, search OpenEI...

  18. Dr Lane Wilson | U.S. DOE Office of Science (SC)

    Office of Science (SC) Website

    Lane Wilson Materials Sciences and Engineering (MSE) Division MSE Home About Staff What's New Research Areas Reports and Activities Science Highlights Principal Investigators' Meetings BES Home Staff Dr. Lane Wilson Print Text Size: A A A FeedbackShare Page Wilson Program Manager X-ray Scatttering Materials Sciences and Engineering Division Office of Basic Energy Sciences SC-22.2/Germantown Building, Rm F-411 U.S. Department of Energy 1000 Independence Avenue, SW Washington, D.C. 20585-1290

  19. DOEINVIl0845-51 DC-703 GROUNDWATER FLOW NEAR THE SHOAL SITE,

    Office of Legacy Management (LM)

    DOEINVIl0845-51 DC-703 GROUNDWATER FLOW NEAR THE SHOAL SITE, SAND SPRINGS RANGE, NEVADA: IMPACT OF DENSITY-DRIVEN FLOW Prepared by Jenny Chapman, Todd Mihevc, and Alan McKay Submitted to Nevada Operations Office U.S. Department of Energy Las Vegas, Nevada September 1994 Publication #45130 This report was prepared as an account of work sponsored by the United States Government Neither the United States nor the United States Department of Energy, nor any of their employees, makes any warranty,

  20. Modeling to Support Groundwater Contaminant Boundaries for the Shoal Underground Nuclear Test

    SciTech Connect (OSTI)

    K. Pohlmann; G. Pohll; J. Chapman; A. Hassan; R. Carroll; C. Shirley

    2004-03-01

    The purpose of this work is to characterize groundwater flow and contaminant transport at the Shoal underground nuclear test through numerical modeling using site-specific hydrologic data. The ultimate objective is the development of a contaminant boundary, a model-predicted perimeter defining the extent of radionuclide-contaminated groundwater from the underground test throughout 1,000 years at a prescribed level of confidence. This boundary will be developed using the numerical models described here, after they are approved for that purpose by DOE and NDEP.

  1. March 2011 Groundwater Sampling at the Project Shoal Site (Data Validation Package)

    SciTech Connect (OSTI)

    2011-07-01

    The U.S. Department of Energy Office of Legacy Management conducted annual sampling at the Project Shoal Area (Shoal) in March 2011. Wells HC-1, HC-2, HC-4, HC-5, HC-6, HC-7, MV-1, MV-2 and MV-3 were sampled as specified in the Sampling and Analysis Plan for U.S. Department of Energy Office of Legacy Management Sites (LMS/PLN/S04351, continually updated). Two extra tritium samples were collected from well HC-4, one sample (HC-4-400) was collected at about 1/3 of the purge volume (135 gallons), the second sample (HC-4-400) was collected at 2/3 of purge volume (270 gallons). These additional samples were collected prior to completing the well purging process to evaluate the effects well purging has on the analytical results. Samples were not collected from locations HC-3 and HC-8 at the direction of the S.M. Stoller Corporation site lead.

  2. Temporal and spatial variability of ooid sand shoals: Comparison of Mississippian of Kentucky and Quaternary of Bahamas

    SciTech Connect (OSTI)

    Boardman, M.R. (Miami Univ., Oxford, OH (USA))

    1989-08-01

    An examination of the lithology and topography of Andros Island, Bahamas, reveals it is a Pleistocene ooid sand shoal. A comparison with Joulters Cays (a modern ooid sand shoal directly to the north) shows that much of the original depositional topography is preserved through at least one cycle of sea level highstand and lowstand. Both the Pleistocene and the Holocene ooid sand bodies are a few kilometers to tens of kilometers wide. The total vertical relief of a single episode of Quaternary ooid sand deposition is more than 10 m and includes accumulation in tidal channels, shallow flat areas, and eolian dunes. Today, much of Andros Island is within 2 m of present sea level and is the site of a belt several kilometers wide consisting of muddy tidal flat sediments overlying an exposure surface. The site of ooid sand deposition and shoal complex formation is not continuous along shorelines, especially windward margins, but shifts abruptly along the margins of platforms as a result of minor fluctuations of sea level. Thus, it should be expected that ooid sand shoals (ancient and modern) should be in direct lateral and vertical contact with lagoons, tidal flats, and reefs. The Mississippian Slade Formation contains many of the features of Quaternary ooid sand accumulation: abrupt vertical and lateral gradations between oolitic grainstones, packstones, and lime mudstones, vertical relief of individual oolitic sedimentary packages up to 30 m (perhaps with eolian dunes) and numerous exposure surfaces of varying intensities. These characteristics suggest that this formation represents a time of rapid fluctuations of relative sea level and abrupt shifts in the sites of ooid sand shoal complexes.

  3. 2010 Groundwater Monitoring Report Project Shoal Area, Corrective Action Unit 447

    SciTech Connect (OSTI)

    2011-02-01

    This report presents the 2010 groundwater monitoring results collected by the U.S. Department of Energy (DOE) Office of Legacy Management (LM) at the Project Shoal Area (PSA) Subsurface Corrective Action Unit (CAU) 447 in Churchill County, Nevada. Responsibility for the environmental site restoration of the PSA was transferred from the DOE Office of Environmental Management to LM on October 1, 2006. The environmental restoration process and corrective action strategy for CAU 447 are conducted in accordance with the Federal Facility Agreement and Consent Order (FFACO 1996, as amended March 2010) entered into by DOE, the U.S. Department of Defense, and the State of Nevada. The corrective action strategy for the site includes monitoring in support of site closure. This report summarizes the results from the groundwater monitoring program during fiscal year 2010.

  4. 2009 Groundwater Monitoring Report Project Shoal Area, Corrective Action Unit 447

    SciTech Connect (OSTI)

    2010-03-01

    This report presents the 2009 groundwater monitoring results collected by the U.S. Department of Energy (DOE) Office of Legacy Management (LM) at the Project Shoal Area (PSA) Subsurface Corrective Action Unit (CAU) 447 in Churchill County, Nevada. Responsibility for the environmental site restoration of the PSA was transferred from the DOE Office of Environmental Management to LM on October 1, 2006. The environmental restoration process and corrective action strategy for CAU 447 are conducted in accordance with the Federal Facility Agreement and Consent Order (FFACO 1996, as amended February 2008) entered into by DOE, the U.S. Department of Defense, and the State of Nevada. The corrective action strategy for the site includes monitoring in support of site closure. This report summarizes investigation activities associated with CAU 447 that were conducted at the PSA during fiscal year 2009.

  5. Groundwater Model Validation for the Project Shoal Area, Corrective Action Unit 447

    SciTech Connect (OSTI)

    2008-05-19

    Stoller has examined newly collected water level data in multiple wells at the Shoal site. On the basis of these data and information presented in the report, we are currently unable to confirm that the model is successfully validated. Most of our concerns regarding the model stem from two findings: (1) measured water level data do not provide clear evidence of a prevailing lateral flow direction; and (2) the groundwater flow system has been and continues to be in a transient state, which contrasts with assumed steady-state conditions in the model. The results of DRI's model validation efforts and observations made regarding water level behavior are discussed in the following sections. A summary of our conclusions and recommendations for a path forward are also provided in this letter report.

  6. EA-1967: Hills Creek-Lookout Point Transmission Line Rebuild, Lane County, Oregon

    Broader source: Energy.gov [DOE]

    Bonneville Power Administration is preparing an EA to assess potential environmental impacts of the proposed rebuild of its 26-mile 115 kilovolt (kV) wood-pole Hills Creek-Lookout Point transmission line, which is generally located between Lowell and Oakridge, in Lane County, Oregon.

  7. 2014 Well Completion Report for Corrective Action Unit 447 Project Shoal Area Churchill County, Nevada October 2015

    SciTech Connect (OSTI)

    Findlay, Rick

    2015-11-01

    This report summarizes the drilling program conducted by the U.S. Department of Energy (DOE) Office of Legacy Management at the Project Shoal Area (Shoal) Subsurface Corrective Action Unit 447 in Churchill County, Nevada. Shoal was the location of an underground nuclear test conducted on October 26, 1963, as part of the Vela Uniform program sponsored jointly by the U.S. Department of Defense and the U.S. Atomic Energy Commission (a predecessor to DOE). The test consisted of detonating a 12-kiloton nuclear device in granitic rock at a depth of approximately 1,211 feet (ft) below ground surface (bgs) (AEC 1964). The corrective action strategy for the site is focused on revising the site conceptual model and evaluating the adequacy of the monitoring well network at the site. Field activities associated with the project were conducted in accordance with the Federal Facility Agreement and Consent Order (FFACO 1996, as amended) and applicable Nevada Division of Environmental Protection (NDEP) policies and regulations.

  8. An Optimal Deployment of Wireless Charging Lane for Electric Vehicles on Highway Corridors

    SciTech Connect (OSTI)

    Huang, Yongxi

    2016-01-01

    We propose an integrated modeling framework to optimally locate wireless charging facilities along a highway corridor to provide sufficient in-motion charging. The integrated model consists of a master, Infrastructure Planning Model that determines best locations with integrated two sub-models that explicitly capture energy consumption and charging and the interactions between electric vehicle and wireless charging technologies, geometrics of highway corridors, speed, and auxiliary system. The model is implemented in an illustrative case study of a highway corridor of Interstate 5 in Oregon. We found that the cost of establishing the charging lane is sensitive and increases with the speed to achieve. Through sensitivity analyses, we gain better understanding on the extent of impacts of geometric characteristics of highways and battery capacity on the charging lane design.

  9. Sandian Todd Lane's "Pond Crash Forensics" Project Receives

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

    Secretarial Notice Todd Lane's "Pond Crash Forensics" Project Receives Secretarial Notice - Sandia Energy Energy Search Icon Sandia Home Locations Contact Us Employee Locator Energy & Climate Secure & Sustainable Energy Future Stationary Power Energy Conversion Efficiency Solar Energy Wind Energy Water Power Supercritical CO2 Geothermal Natural Gas Safety, Security & Resilience of the Energy Infrastructure Energy Storage Nuclear Power & Engineering Grid

  10. 2012 Groundwater Monitoring Report Project Shoal Area Subsurface Corrective Action Unit 447

    SciTech Connect (OSTI)

    2013-03-01

    The Project Shoal Area (PSA) in Nevada was the site of a 12-kiloton underground nuclear test in 1963. Although the surface of the site has been remediated, investigation of groundwater contamination resulting from the test is still in the corrective action process. Annual sampling and hydraulic head monitoring are conducted at the site as part of the subsurface corrective action strategy. Analytical results from the 2012 monitoring are consistent with those of the previous years, with tritium detected only in well HC-4. The tritium concentration in groundwater from well HC-4 remains far below the U.S. Environmental Protection Agency-established maximum contaminant level of 20,000 picocuries per liter. Concentrations of total uranium and gross alpha were also detected during this monitoring period, with uranium accounting for nearly all the gross alpha activity. The total uranium concentrations obtained from this monitoring period were consistent with previous results and reflect a slightly elevated natural uranium concentration, consistent with the mineralized geologic terrain. Isotopic ratios of uranium also indicate a natural source of uranium in groundwater, as opposed to a nuclear-test-related source. Water level trends obtained from the 2012 water level data were consistent with those of previous years. The corrective action strategy for the PSA is currently focused on revising the site conceptual model (SCM) and evaluating the adequacy of the current monitoring well network. Some aspects of the SCM are known; however, two major concerns are the uncertainty in the groundwater flow direction and the cause of rising water levels in site wells west of the shear zone. Water levels have been rising in the site wells west of the shear zone since the first hydrologic characterization wells were installed in 1996. While water levels in wells west of the shear zone continue to rise, the rate of increase is less than in previous years. The SCM will be revised, and an evaluation of the groundwater monitoring network will be conducted when water levels at the site have stabilized.

  11. HIA 2015 DOE Zero Energy Ready Home Case Study: Addison Homes, Cobbler Lane, Simpsonville, SC

    Energy Savers [EERE]

    Addison Homes Cobbler Lane Simpsonville, SC DOE ZERO ENERGY READY HOME(tm) The U.S. Department of Energy invites home builders across the country to meet the extraordinary levels of excellence and quality specified in DOE's Zero Energy Ready Home program (formerly known as Challenge Home). Every DOE Zero Energy Ready Home starts with ENERGY STAR Certified Homes Version 3.0 for an energy-efficient home built on a solid foundation of building science research. Advanced technologies are designed in

  12. The Project Shoal Area (PSA), located about 50 km southeast of Fallon, Nevada, was the site for a 12-kiloton-ton nuclear test

    Office of Legacy Management (LM)

    NV/13609-53 Development of a Groundwater Management Model for the Project Shoal Area prepared by Gregg Lamorey, Scott Bassett, Rina Schumer, Douglas P. Boyle, Greg Pohll, and Jenny Chapman submitted to Nevada Site Office National Nuclear Security Administration U.S. Department of Energy Las Vegas, Nevada September 2006 Publication No. 45223 Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily

  13. Keeping Energy Savings in the LOOP: Mesa Lane Partners Case Study

    SciTech Connect (OSTI)

    2013-03-01

    Mesa Lane Partners (MLP) partnered with the U.S. Department of Energy (DOE) to develop and implement solutions to a build a new, low-energy mixed-use building that consumes at least 50% less energy than requirements set by Energy Standard 90.1-2007 of the American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE), the American National Standards Institute (ANSI), and the Illuminating Engineering Society of America (IESNA), as part of DOEs Commercial Building Partnerships (CBP) Program. Lawrence Berkeley National Laboratory (LBNL) provided technical expertise in support of this DOE program. The privately developed 46,000-square-foot LOOP project, which is intended to provide affordable off-campus student housing in an underserved community next to University of California at Santa Barbara, will contain more than 7,000 square feet of retail space, a roof deck, an event space, a gym, and 48 apartments. The project developer, MLP, is aiming to exceed CBP requirement, targeting energy consumption that is at least 65% less than that required by the standard. If the LOOP meets this goal, it is expected to achieve Leadership in Energy and Environmental Design (LEED) Gold certification.

  14. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    SciTech Connect (OSTI)

    Ernest A. Mancini

    2002-09-25

    The University of Alabama in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company are undertaking an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling which utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary objective of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. The principal research effort for Year 2 of the project has been reservoir characterization, 3-D modeling and technology transfer. This effort has included six tasks: (1) the study of rockfluid interactions, (2) petrophysical and engineering characterization, (3) data integration, (4) 3-D geologic modeling, (5) 3-D reservoir simulation and (6) technology transfer. This work was scheduled for completion in Year 2. Overall, the project work is on schedule. Geoscientific reservoir characterization is essentially completed. The architecture, porosity types and heterogeneity of the reef and shoal reservoirs at Appleton and Vocation Fields have been characterized using geological and geophysical data. The study of rock-fluid interactions is near completion. Observations regarding the diagenetic processes influencing pore system development and heterogeneity in these reef and shoal reservoirs have been made. Petrophysical and engineering property characterization has been essentially completed. Porosity and permeability data at Appleton and Vocation Fields have been analyzed, and well performance analysis has been conducted. Data integration is up to date, in that, the geological, geophysical, petrophysical and engineering data collected to date for Appleton and Vocation Fields have been compiled into a fieldwide digital database. 3-D geologic modeling of the structures and reservoirs at Appleton and Vocation Fields has been completed. The model represents an integration of geological, petrophysical and seismic data. 3-D reservoir simulation of the reservoirs at Appleton and Vocation Fields has been completed. The 3-D geologic model served as the framework for the simulations. A technology workshop on reservoir characterization and modeling at Appleton and Vocation Fields was conducted to transfer the results of the project to the petroleum industry.

  15. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    SciTech Connect (OSTI)

    Ernest A. Mancini

    2003-09-25

    The University of Alabama in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company are undertaking an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling that utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary objective of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. The principal research effort for Year 3 of the project has been reservoir characterization, 3-D modeling, testing of the geologic-engineering model, and technology transfer. This effort has included six tasks: (1) the study of seismic attributes, (2) petrophysical characterization, (3) data integration, (4) the building of the geologic-engineering model, (5) the testing of the geologic-engineering model and (6) technology transfer. This work was scheduled for completion in Year 3. Progress on the project is as follows: geoscientific reservoir characterization is completed. The architecture, porosity types and heterogeneity of the reef and shoal reservoirs at Appleton and Vocation Fields have been characterized using geological and geophysical data. The study of rock-fluid interactions has been completed. Observations regarding the diagenetic processes influencing pore system development and heterogeneity in these reef and shoal reservoirs have been made. Petrophysical and engineering property characterization has been completed. Porosity and permeability data at Appleton and Vocation Fields have been analyzed, and well performance analysis has been conducted. Data integration is up to date, in that, the geological, geophysical, petrophysical and engineering data collected to date for Appleton and Vocation Fields have been compiled into a fieldwide digital database. 3-D geologic modeling of the structures and reservoirs at Appleton and Vocation Fields has been completed. The models represent an integration of geological, petrophysical and seismic data. 3-D reservoir simulation of the reservoirs at Appleton and Vocation Fields has been completed. The 3-D geologic models served as the framework for the simulations. The geologic-engineering models of the Appleton and Vocation Field reservoirs have been developed. These models are being tested. The geophysical interpretation for the paleotopographic feature being tested has been made, and the study of the data resulting from drilling of a well on this paleohigh is in progress. Numerous presentations on reservoir characterization and modeling at Appleton and Vocation Fields have been made at professional meetings and conferences and a short course on microbial reservoir characterization and modeling based on these fields has been prepared.

  16. INTEGRATED GEOLOGIC-ENGINEERING MODEL FOR REEF AND CARBONATE SHOAL RESERVOIRS ASSOCIATED WITH PALEOHIGHS: UPPER JURASSIC SMACKOVER FORMATION, NORTHEASTERN GULF OF MEXICO

    SciTech Connect (OSTI)

    Ernest A. Mancini

    2004-02-25

    The University of Alabama, in cooperation with Texas A&M University, McGill University, Longleaf Energy Group, Strago Petroleum Corporation, and Paramount Petroleum Company, has undertaken an integrated, interdisciplinary geoscientific and engineering research project. The project is designed to characterize and model reservoir architecture, pore systems and rock-fluid interactions at the pore to field scale in Upper Jurassic Smackover reef and carbonate shoal reservoirs associated with varying degrees of relief on pre-Mesozoic basement paleohighs in the northeastern Gulf of Mexico. The project effort includes the prediction of fluid flow in carbonate reservoirs through reservoir simulation modeling which utilizes geologic reservoir characterization and modeling and the prediction of carbonate reservoir architecture, heterogeneity and quality through seismic imaging. The primary goal of the project is to increase the profitability, producibility and efficiency of recovery of oil from existing and undiscovered Upper Jurassic fields characterized by reef and carbonate shoals associated with pre-Mesozoic basement paleohighs. Geoscientific reservoir property, geophysical seismic attribute, petrophysical property, and engineering property characterization has shown that reef (thrombolite) and shoal reservoir lithofacies developed on the flanks of high-relief crystalline basement paleohighs (Vocation Field example) and on the crest and flanks of low-relief crystalline basement paleohighs (Appleton Field example). The reef thrombolite lithofacies have higher reservoir quality than the shoal lithofacies due to overall higher permeabilities and greater interconnectivity. Thrombolite dolostone flow units, which are dominated by dolomite intercrystalline and vuggy pores, are characterized by a pore system comprised of a higher percentage of large-sized pores and larger pore throats. Rock-fluid interactions (diagenesis) studies have shown that although the primary control on reservoir architecture and geographic distribution of Smackover reservoirs is the fabric and texture of the depositional lithofacies, diagenesis (chiefly dolomitization) is a significant factor that preserves and enhances reservoir quality. The evaporative pumping mechanism is favored to explain the dolomitization of the thrombolite doloboundstone and dolostone reservoir flow units at Appleton and Vocation Fields. Geologic modeling, reservoir simulation, and the testing and applying the resulting integrated geologic-engineering models have shown that little oil remains to be recovered at Appleton Field and a significant amount of oil remains to be recovered at Vocation Field through a strategic infill drilling program. The drive mechanisms for primary production in Appleton and Vocation Fields remain effective; therefore, the initiation of a pressure maintenance program or enhanced recovery project is not required at this time. The integrated geologic-engineering model developed for a low-relief paleohigh (Appleton Field) was tested for three scenarios involving the variables of present-day structural elevation and the presence/absence of potential reef thrombolite lithofacies. In each case, the predictions based upon the model were correct. From this modeling, the characteristics of the ideal prospect in the basement ridge play include a low-relief paleohigh associated with dendroidal/chaotic thrombolite doloboundstone and dolostone that has sufficient present-day structural relief so that these carbonates rest above the oil-water contact. Such a prospect was identified from the modeling, and it is located northwest of well Permit No. 3854B (Appleton Field) and south of well No. Permit No.11030B (Northwest Appleton Field).

  17. Corrective Action Decision Document/Corrective Action Plan for Corrective Action Unit 447: Project Shoal Area, Subsurface, Nevada, Rev. No.: 3 with Errata Sheet

    SciTech Connect (OSTI)

    Tim Echelard

    2006-03-01

    This Corrective Action Decision Document/Corrective Action Plan (CADD/CAP) has been prepared for Corrective Action Unit (CAU) 447, Project Shoal Area (PSA)-Subsurface, Nevada, in accordance with the ''Federal Facility Agreement and Consent Order'' (FFACO) (1996). Corrective Action Unit 447 is located in the Sand Springs Mountains in Churchill County, Nevada, approximately 48 kilometers (30 miles) southeast of Fallon, Nevada. The CADD/CAP combines the decision document (CADD) with the Corrective Action Plan (CAP) and provides or references the specific information necessary to recommend corrective actions for CAU 447, as provided in the FFACO. Corrective Action Unit 447 consists of two corrective action sites (CASs): CAS 57-49-01, Emplacement Shaft, and CAS 57-57-001, Cavity. The emplacement shaft (CAS-57-49-01) was backfilled and plugged in 1996 and will not be evaluated further. The purpose of the CADD portion of the document (Section 1.0 to Section 4.0) is to identify and provide a rationale for the selection of a recommended corrective action alternative for the subsurface at PSA. To achieve this, the following tasks were required: (1) Develop corrective action objectives. (2) Identify corrective action alternative screening criteria. (3) Develop corrective action alternatives. (4) Perform detailed and comparative evaluations of the corrective action alternatives in relation to the corrective action objectives and screening criteria. (5) Recommend a preferred corrective action alternative for the subsurface at PSA. The original Corrective Action Investigation Plan (CAIP) for the PSA was approved in September 1996 and described a plan to drill and test four characterization wells, followed by flow and transport modeling (DOE/NV, 1996). The resultant drilling is described in a data report (DOE/NV, 1998e) and the data analysis and modeling in an interim modeling report (Pohll et al., 1998). After considering the results of the modeling effort, the U.S. Department of Energy (DOE) determined that the degree of uncertainty in transport predictions for PSA remained unacceptably large. As a result, a second CAIP was developed by DOE and approved by the Nevada Division of Environmental Protection (NDEP) in December 1998 (DOE/NV, 1998a). This plan prescribed a rigorous analysis of uncertainty in the Shoal model and quantification of methods of reducing uncertainty through data collection. This analysis is termed a Data Decision Analysis (Pohll et al., 1999a) and formed the basis for a second major characterization effort at PSA (Pohll et al., 1999b). The details for this second field effort are presented in an Addendum to the CAIP, which was approved by NDEP in April 1999 (DOE/NV, 1999a). Four additional characterization wells were drilled at PSA during summer and fall of 1999; details of the drilling and well installation are in IT Corporation (2000), with testing reported in Mihevc et al. (2000). A key component of the second field program was a tracer test between two of the new wells (Carroll et al., 2000; Reimus et al., 2003). Based on the potential exposure pathways, two corrective action objectives were identified for CAU 447: Prevent or mitigate exposure to groundwater contaminants of concern at concentrations exceeding regulatory maximum contaminant levels or risk-based levels; and Reduce the risk to human health and the environment to the extent practicable. Based on the review of existing data, the results of the modeling, future use, and current operations at PSA, the following alternatives have been developed for consideration at CAU 447: Alternative 1--No Further Action; Alternative 2--Proof-of-Concept and Monitoring with Institutional Controls; and Alternative 3--Contaminant Control. The corrective action alternatives were evaluated based on the approach outlined in the ''Focused Evaluation of Selected Remedial Alternatives for the Underground Test Area'' (DOE/NV, 1998b). Each alternative was assessed against nine evaluation criteria. These criteria include overall protection of human health and the environment; compliance with appropriate requirements; long-term effectiveness; reduction of the toxicity, mobility, or volume of contamination; short-term effectiveness; implementability; cost; state acceptance; and community acceptance. Based on the results of this evaluation, the preferred alternative for CAU 447 is Alternative 2, Proof-of-Concept and Monitoring with Institutional Controls. The preferred corrective action alternative was chosen for its technical implementability, focusing on performance, reliability, feasibility, safety, and cost. Alternative 2 was judged to meet all requirements for the technical components evaluated and will control inadvertent exposure to contaminated groundwater at CAU 447.

  18. Demonstration Assessment of Light Emitting Diode (LED) Residential Downlights and Undercabinet Lights in the Lane County Tour of Homes, Eugene, Oregon

    SciTech Connect (OSTI)

    Ton, My K.; Richman, Eric E.; Gilbride, Theresa L.

    2008-11-10

    In August 2008 the Pacific Northwest National Laboratory (PNNL) conducted a light emitting diode (LED) residential lighting demonstration project for the U.S. Department of Energy (DOE), Office of Building Technologies, as part of DOE’s Solid State Lighting (SSL) Technology Demonstration Gateway Program. Two lighting technologies, an LED replacement for downlight lamps (bulbs) and an LED undercabinet lighting fixture, were tested in the demonstration which was conducted in two homes built for the 2008 Tour of Homes in Eugene, Oregon. The homes were built by the Lane County Home Builders Association (HBA), and Future B Homes. The Energy Trust of Oregon (ETO) also participated in the demonstration project. The LED downlight product, the LR6, made by Cree LED Lighting Solutions acts as a screw-in replacement for incandescent and halogen bulbs in recessed can downlights. The second product tested is Phillips/Color Kinetics’ eW® Profile Powercore undercabinet fixture designed to mount under kitchen cabinets to illuminate the countertop and backsplash surfaces. Quantitative and qualitative measurements of light performance and electrical power usage were taken at each site before and after initially installed halogen and incandescent lamps were replaced with the LED products. Energy savings and simple paybacks were also calculated and builders who toured the homes were surveyed for their responses to the LED products. The LED downlight product drew 12 Watts of power, cutting energy use by 82% compared to the 65W incandescent lamp and by 84% compared to the 75W halogen lamp. The LED undercabinet fixture drew 10 watts, cutting energy use by 83% to 90% compared to the halogen product, which was tested at two power settings: a low power 60W setting and a high power 105W setting. The LED downlight consistently provided more light than the halogen and incandescent lamps in horizontal measurements at counter height and floor level. It also outperformed in vertical illuminance measurements taken on the walls, indicating better lateral dispersion of the light. The undercabinet fixture’s light output was midway between the low and high power halogen undercabinet fixture light outputs (35.8 foot candle versus 13.4 fc and 53.4 fc) but it produced a more uniform light (max/min ratio of 7.0 versus 10.8). The color correlated temperature (CCT, the blue or yellowness) of the LED light correlated well with the halogen and incandescent lights (2675 K vs 2700 K). The color rendering of the LED downlight also correlated well at 92 CRI compared to 100 CRI for the halogen and incandescent lamps. The LED undercabinet fixture had measures of 2880 K CCT and 71 CRI compared to the 2700 K and 100 CRI scores for the halogen undercabinet fixture. Builders who toured the homes were surveyed; they gave the LED downlight high marks for brightness, said the undercabinet improved shadows and glare and said both products improved overall visibility, home appearance, and home value. Paybacks on the LED downlight ranged from 7.6 years (assuming electricity cost of 11 c/kWh) to 13.5 years (at 5C/kWh). Paybacks on the LED undercabinet fixture in a new home ranged from 4.4 years (11c/kWh electricity) to 7.6 years (5c/kWh) based on product costs of $95 per LED downlight and $140 per LED undercabinet fixture at 3 hrs per day of usage for the downlight and 2 hrs per day for the undercabinet lighting.

  19. cx-bull-shoals-dam.pdf

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

  20. cx-malden-neosho-bull-shoals.pdf

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

  1. "FERC423",2003,1,195,"Alabama Power Co",3,"Barry","AL","C",,"Coal","BIT",13,"AL","U","Jefferson",73,"SHOAL CREEK MINE",85080,24.098,0.8,13.2,183.1

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

    3,1,195,"Alabama Power Co",3,"Barry","AL","C",,"Coal","BIT",13,"AL","U","Jefferson",73,"SHOAL CREEK MINE",85080,24.098,0.8,13.2,183.1 "FERC423",2003,1,195,"Alabama Power Co",3,"Barry","AL","C",,"Coal","BIT",45,"IM","SU","County Unknown",999,"MINA PRIBBEMOW",278810,23.498,0.56,4.3,141.7

  2. TITLE

    Office of Legacy Management (LM)

    CULTURAL RESOURCES STUDY BACKQROUND RESEARCH REPORT Off-NfS Cukural Rasowcmr Studks: Background Research for Project Shot11 Prepared by Maureen King Alvin R. McLane and William Gray Johnson MAY 1993 DESERT RESEARCH INSTITUTE CULTURAL RESOURCES STUDY BACKGROUND RESEARCH REPORT Off-NTS Cultural Resources Studies: Background Research for Project Shoal Prepared by Maureen King Alvin R. McLane and William Gray Johnson Prepared for the U.S. Department of Energy Nevada Field Office Las Vegas, Nevada

  3. 1999 Well Installation Report, Project Shoal Area, Churchill...

    Office of Legacy Management (LM)

    ... . . . . . . . . . 6-1 6.2 Waste Management . . . . . . . . ... A-61 A-13 Well HC-5 Water Level Measurements. . . . . . . . ... A-79 A-18 Fluid Management Samples and Results from ...

  4. May 2015 Groundwater Sampling at the Shoal, Nevada, Site

    Office of Legacy Management (LM)

    ... met when purging a Category I well: Was one pumptubing volume purged prior to sampling? ... NA Was one pumptubing volume removed prior to sampling? 9. Were duplicates taken at a ...

  5. A Pliocene Shoaling Basaltic Seamount- Ba Volcanic Group At Rakiraki...

    Open Energy Info (EERE)

    or temporary storage in shoreline or shallow water environments prior to redeposition. Red, oxidised lava and scoria clasts in bedded breccia and conglomerate also imply that the...

  6. Warning: Single Lane Tunnel Ahead | The Ames Laboratory

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

    Warding Off Energy Vampires and Phantom Loads Warding Off Energy Vampires and Phantom Loads October 31, 2013 - 1:45pm Addthis This Halloween, keep energy vampires at bay -- while saving energy and money -- with these home energy efficiency tricks. | Infographic by Sarah Gerrity, Energy Department This Halloween, keep energy vampires at bay -- while saving energy and money -- with these home energy efficiency tricks. | Infographic by Sarah Gerrity, Energy Department Amy Royden-Bloom State Energy

  7. Isotopic Analysis At Walker-Lane Transitional Zone Region (Kennedy...

    Open Energy Info (EERE)

    ratios and active transtensional deformation indicates a deformation-enhanced permeability and that mantle fluids can penetrate the ductile lithosphere, even in regions where...

  8. Lane-Wendson No. 1 Transmission Line Rebuild Project

    Office of Environmental Management (EM)

    No. 1 Transmission Line Rebuild Project Finding of ... OF ENERGY Bonneville Power Administration DOEEA-1952 ... right-of-way and easements to minimize impacts to ...

  9. Trace Element Analysis At Walker-Lane Transitional Zone Region...

    Open Energy Info (EERE)

    diagnostic lithogeochemical tool for geothermal exploration, the analysis of lithium and other elements in tufa deposits could serve as exploration guides for hot spring...

  10. Compound and Elemental Analysis At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    diagnostic lithogeochemical tool for geothermal exploration, the analysis of lithium and other elements in tufa deposits could serve as exploration guides for hot spring...

  11. DOE Tour of Zero: Cobbler Lane by Addison Homes | Department...

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

    The home's fresh air system utilizes an outdoor air intake that is ducted to the return side of the heat pump air handler through a high-capture filter. Even when the heat pump is ...

  12. Sandia Energy - Sandian Todd Lane's "Pond Crash Forensics" Project...

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

    team, as well as a very strong example of how a technology platform developed by the RapTOR grand challenge can have multiple applications, such as algal biofuels (and central to...

  13. DOE ZERH Case Study: Addison Homes, Cobbler Lane, Simpsonville, SC

    SciTech Connect (OSTI)

    none,

    2015-09-01

    Case study of a DOE 2015 Housing Innovation Award winning custom home in the mixed humid climate that got a HERS 41 without PV, with 2x4 16” on-center walls with 1 inch rigid foam, a sealed conditioned crawl space insulated on inside with 2 inches poly iso, a vented attic with R-38 blown fiberglass, a central heat pump with fresh air intake.

  14. Geographic Information System At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    David Blackwell, Gary Oppliger (2005) A Map Of Geothermal Potential For The Great Basin, Usa- Recognition Of Multiple Geothermal Environments Additional References Retrieved from...

  15. Geographic Information System At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    generic Basin and Range systems based on Dixie Valley data that help to understand the nature of large scale constraints on the location and characteristics of the geothermal...

  16. Thermal Gradient Holes At Walker-Lane Transitional Zone Region...

    Open Energy Info (EERE)

    Date Usefulness not useful DOE-funding Unknown Notes NOTE: These are theoreticalcomputer simulation tests of various methods on eight hypothetical 'model' basing-and-range...

  17. Refraction Survey At Walker-Lane Transitional Zone Region (Laney...

    Open Energy Info (EERE)

    the first project year's budget was devoted to acquisition of seismic recording and computer equipment to support the collection of refraction data and dissemination of our...

  18. Self Potential At Walker-Lane Transitional Zone Region (Pritchett...

    Open Energy Info (EERE)

    Activity Date Usefulness useful DOE-funding Unknown Notes NOTE: These are theoreticalcomputer simulation tests of various methods on eight hypothetical 'model' basing-and-range...

  19. Magnetotellurics At Walker-Lane Transitional Zone Region (Pritchett...

    Open Energy Info (EERE)

    Activity Date Usefulness useful DOE-funding Unknown Notes NOTE: These are theoreticalcomputer simulation tests of various methods on eight hypothetical 'model' basing-and-range...

  20. Direct-Current Resistivity Survey At Walker-Lane Transitional...

    Open Energy Info (EERE)

    Activity Date Usefulness useful DOE-funding Unknown Notes NOTE: These are theoreticalcomputer simulation tests of various methods on eight hypothetical 'model' basing-and-range...

  1. A Review of High Occupancy Vehicle (HOV) Lane Performance and...

    Open Energy Info (EERE)

    URI: cleanenergysolutions.orgcontentreview-high-occupancy-vehicle-hov-lan Language: English Policies: Deployment Programs DeploymentPrograms: Demonstration & Implementation This...

  2. EA-365-A Centre Lane (CN).pdf

    Energy Savers [EERE]

  3. Veeco Solar Equipment formerly Mill Lane Engineering | Open Energy...

    Open Energy Info (EERE)

    corporation that designs, builds, and integrates custom solar equipment and flexible solar panel coating systems. Coordinates: 43.33937, -88.817939 Show Map Loading map......

  4. Data Acquisition-Manipulation At Walker-Lane Transitional Zone...

    Open Energy Info (EERE)

    References D. D. Blackwell, K. W. Wisian, M. C. Richards, Mark Leidig, Richard Smith, Jason McKenna (2003) Geothermal Resource Analysis And Structure Of Basin And Range...

  5. Department

    Office of Legacy Management (LM)

    u.s. Department of the Interior U.S. Geological Survey Analysis of Borehole-Radar Reflection Logs from Selected HC Boreholes at the Project Shoal Area, Churchill County, Nevada By John W. Lane, Jr., Peter K. Joesten, Greg Pohll, and Todd Mihevic Water-Resources Investigations Report 01-4014 Prepared in cooperation with the U.S. Department of Energy Storrs, Connecticut 2001 U.S. DEPARTMENT OF THE INTERIOR GALE A. NORTON, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director The use of firm,

  6. U.S. DEPARTMENT OF ENERGY\tProject Shoal Site\tENVIRONMENTAL MANAGEMENT...

    Office of Legacy Management (LM)

    ... site, and fulfilled requirements for a Notice of ... Under the DOE land withdrawal agreement and the military ... Restriction Record OilGas Owner and Leases Water Well ...

  7. DOE Tour of Zero: Cobbler Lane by Addison Homes | Department of Energy

    Energy Savers [EERE]

    Department of Energy Public Registry to Track Greenhouse Gas Emissions DOE Strengthens Public Registry to Track Greenhouse Gas Emissions April 17, 2006 - 10:20am Addthis Announces Revised Guidelines for U.S. Companies to Report and Register Reductions WASHINGTON, DC - U.S. Secretary of Energy Samuel W. Bodman today announced revised guidelines for the department's Voluntary Greenhouse Gas Reporting Program, known as "1605 (b)" that encourage broader reporting of emissions and

  8. DOE Tour of Zero: The Holly Creek Lane by Ithaca Neighborhood...

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

    Services achieves the U.S. DOE Zero Energy Ready Home certification. 2 of 9 Durable fiber cement siding covers 2-by-6 wall panels that were produced offsite using high-efficiency...

  9. Microsoft Word - PR 13 13 Lane-Wendson Public Meeting _REVISED...

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

    1948. Through the years routine maintenance has been performed on the line. But now the wood poles, wires and associated parts are near the end of their life span and need to be...

  10. Life in the Fast Lane: Road Crossing Behavior of Mule Deer in a Wildland-Urban Interface

    SciTech Connect (OSTI)

    Hansen, Leslie A.; Biggs, James; Bennett, Kathryn D.; Bare, Carey; Sherwood, Sherri R.

    2012-04-04

    In 2009, approximately 260,000 animal-vehicle collisions were reported in the United States, resulting in 12,000 human injuries and 173 human fatalities. Research has focused on identifying factors associated with high densities of animal-vehicle collisions, including variables such as traffic speed and volume, road design, topographic features, vegetative cover, and local deer or elk (Cervus elaphus) abundance. The purposes of this study were to document how often and where mule deer (Odocoileus hemionus) crossed roads in a western United States wildland-urban interface area, and to relate deer road-crossing behavior to deer-vehicle collision locations. Seven adult mule deer (four males [M] and three females [F]) were captured and collared with GPS-enabled collars during December 2001 and January 2002. Five of the seven deployed collars were recovered. None of the roads in the study area appeared to act as a substantial barrier to deer passage. Deer home ranges straddled highways and primary, secondary, and tertiary arterial roads. Deer crossed all types of roads. The average number of times deer crossed road during 24 hours of monitoring ranged from 2.1 to 7.0. Deer in the Los Alamos townsite avoided crossing roads during day and before sunset. Deer-vehicle accidents occurred at 350 percent of the level expected after sunset. All other time periods had fewer accidents than expected. The distribution of accidents across time periods was not similar to the distribution of road crossings across time periods for any deer. Within Los Alamos County there was a clear trend for deer-vehicle collisions to occur on roads with speed limits > 35 mph. Deer in the townsite frequently crossed roads with lower speed limits; therefore, the reason for the paucity of accidents along these roads was evidently the ability of drivers to detect deer (or the ability of deer to detect vehicles) and respond before an accident occurred. There was a significant but not strong correlation between the density of accidents and the density of road crossings. This was probably related to the high number of deer crossings of tertiary arterial roads, where accidents were not likely to occur.

  11. DOE - Office of Legacy Management -- Nevada

    Office of Legacy Management (LM)

    Nevada Nevada nvmap Central Nevada Test Area Site Shoal Site Last Updated: 12/14

  12. Property:GeothermalRegion | Open Energy Information

    Open Energy Info (EERE)

    Power Plant + Upper Austrian Molasse Basin + Alum Geothermal Area + Walker-Lane Transition Zone + Alum Geothermal Project + Walker-Lane Transition Zone + Aluto-Langano...

  13. EA-1967: Hills Creek-Lookout Point Transmission Line Rebuild...

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

    967: Hills Creek-Lookout Point Transmission Line Rebuild, Lane County, Oregon EA-1967: Hills Creek-Lookout Point Transmission Line Rebuild, Lane County, Oregon Summary Bonneville ...

  14. CX-000550: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Equipment Upgrades to Bull Shoals Dam SubstationCX(s) Applied: B4.6Date: 10/19/2009Location(s): Bull Shoals Dam, ArkansasOffice(s): Southwestern Power Administration

  15. CX-001640: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Geophysical and Seismic Investigations at the Shoal, Nevada SiteCX(s) Applied: B3.1Date: 04/08/2010Location(s): Shoal, NevadaOffice(s): Legacy Management

  16. Microsoft PowerPoint - SWL HPConf2010 (final).pptx

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

    0 Little Rock District, Southwestern Division Impaired Waterbody Listing 303 (d) Dardanelle, Bull Shoals, Dardanelle, Bull Shoals, Norfork, Taneycomo Little Rock District, Southwestern Division CURRENT ISSUES * * TMDL's completed for Bull Shoals and TMDL's completed for Bull Shoals and Norfork Norfork (May 2009) (May 2009) * * TMDL's for Dardanelle and Lake TMDL's for Dardanelle and Lake Taneycomo Taneycomo are still being developed are still being developed Little Rock District, Southwestern

  17. Microsoft PowerPoint - SWL HPConf2009 (final).ppt

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

    09 Little Rock District, Southwestern Division Impaired Waterbody Listing 303 (d) Dardanelle, Bull Shoals, Norfork Little Rock District, Southwestern Division * * ADEQ completed public review of draft ADEQ completed public review of draft TMDL for Bull Shoals and Norfork Dec TMDL for Bull Shoals and Norfork Dec 2008. 2008. CURRENT ISSUES Little Rock District, Southwestern Division * * Full listing of the sources contributing Full listing of the sources contributing to the low DO have not been

  18. Microsoft Word - S04406_LetterReportMay20.doc

    Office of Legacy Management (LM)

    Control Number 08-0283 May 19, 2008 U.S. Department of Energy Office of Legacy Management ATTN: Mark Kautsky Program Manager 2597 B ¾ Road Grand Junction, CO 81503 SUBJECT: Groundwater Model Validation for the Project Shoal Area, Corrective Action Unit 447 REFERENCE: LM00-502-07-621-402, Shoal, NV, Site Dear Mr. Kautsky: S.M. Stoller Corporation (Stoller) recently reviewed the Validation Analysis of the Shoal Groundwater Flow and Transport Model report prepared by Desert Research Institute

  19. Microsoft PowerPoint - Subregion 3 Presentation 5-12-09.ppt

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

    its capacity. Southwestern Power Administration Slide 4 2009 Projects Southwestern Power Administration Slide 5 Five Year Construction Plan 2010 Bull Shoals Dam Pothead...

  20. DOE - Office of Legacy Management -- Tennessee Valley Authority...

    Office of Legacy Management (LM)

    Valley Authority, Muscle Shoals Alabama; Circa 1987 AL.01-3 - TVA Letter; Siegel to Mott; Subject: Comments on Radiological Report; May 15, 1980. Attachment: Preliminary Survey...

  1. Wayne County, Illinois: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Golden Gate, Illinois Jeffersonville, Illinois Johnsonville, Illinois Keenes, Illinois Mill Shoals, Illinois Mount Erie, Illinois Sims, Illinois Wayne City, Illinois Retrieved...

  2. Microsoft Word - S11889_Strategy-Final.docx

    Office of Legacy Management (LM)

    approximately 356 ft above the shot point (Hazleton-Nuclear Science Corporation 1965). ... Hazleton-Nuclear Science Corporation, 1965. Vela Uniform Project Shoal, Fallon, Nevada, ...

  3. Oconee County, Georgia: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Climate Zone Number 3 Climate Zone Subtype A. Places in Oconee County, Georgia Bishop, Georgia Bogart, Georgia North High Shoals, Georgia Watkinsville, Georgia Retrieved...

  4. Colbert County, Alabama: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    Number 3 Climate Zone Subtype A. Places in Colbert County, Alabama Cherokee, Alabama Leighton, Alabama Littleville, Alabama Muscle Shoals, Alabama Sheffield, Alabama Tuscumbia,...

  5. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    plates are not exempt from HOV lane occupancy requirements, but may use the lanes toll-free if equipped with an E-ZPass Flex set to "HOV" mode. Vehicles displaying Clean Special...

  6. CX-000004: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Lane-Wendson #1 Structure 10/5 Access Road Improvement and Pole Replacement ProjectCX(s) Applied: B1.3Date: 10/08/2009Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  7. Better Buildings Residential Data & Evaluation Peer Exchange...

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

    ... * Lead "swim lanes" Quantitative Diagnosis: * Lost leads * Poor contractor follow ... leads completed assessment) 23 Problem, Diagnosis, Solution: Contractor Close Rates ...

  8. VEHICLE ACCESS PORTALS

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

    Jemez Road (Map 2) VEHICLE ACCESS PORTALS Changes Effective January 11, 2010 Traffc Lane 1: No stop required. Drivers must slow down to 15 MPH while nearing and driving through the lane Traffc Lane 2: Closed except for random inspections. Note: All vehicles (commercial, private, government) are subject to random inspections while on Laboratory property. More Information: spp-questions@lanl.gov

  9. Preliminary Draft EIS

    Energy Savers [EERE]

    In cooperation with the Bureau of Land Management Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment November 2015 DOE/EA-1952 Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment Bonneville Power Administration In cooperation with the Bureau of Land Management November 2015 Table of Contents Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment i Table of Contents Chapter 1. Purpose of and Need for

  10. Multiple tag labeling method for DNA sequencing

    DOE Patents [OSTI]

    Mathies, Richard A.; Huang, Xiaohua C.; Quesada, Mark A.

    1995-01-01

    A DNA sequencing method described which uses single lane or channel electrophoresis. Sequencing fragments are separated in said lane and detected using a laser-excited, confocal fluorescence scanner. Each set of DNA sequencing fragments is separated in the same lane and then distinguished using a binary coding scheme employing only two different fluorescent labels. Also described is a method of using radio-isotope labels.

  11. Multiple tag labeling method for DNA sequencing

    DOE Patents [OSTI]

    Mathies, R.A.; Huang, X.C.; Quesada, M.A.

    1995-07-25

    A DNA sequencing method is described which uses single lane or channel electrophoresis. Sequencing fragments are separated in the lane and detected using a laser-excited, confocal fluorescence scanner. Each set of DNA sequencing fragments is separated in the same lane and then distinguished using a binary coding scheme employing only two different fluorescent labels. Also described is a method of using radioisotope labels. 5 figs.

  12. Preliminary Notice of Violation, Bechtel Jacobs Company, LLC - EA-2005-04 |

    Office of Environmental Management (EM)

    In cooperation with the Bureau of Land Management Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment November 2015 DOE/EA-1952 Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment Bonneville Power Administration In cooperation with the Bureau of Land Management November 2015 Table of Contents Lane-Wendson No. 1 Transmission Line Rebuild Project Draft Environmental Assessment i Table of Contents Chapter 1. Purpose of and Need for

  13. A Changing Market for Biofuels and Bioproducts

    Energy Savers [EERE]

    ... Chance, Executive Vice President, Engineering, Algenol - Daniel Cummings, President, POET-DSM Advanced Biofuels - Jim Lane, Editor and Publisher, Biofuels Digest - Michael McAdams, ...

  14. Tax Credits, Rebates & Savings | Department of Energy

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

    Lane Electric residential and commercial members: a residential cash grant for 25% of measure costs up to 1,000,... Eligibility: Commercial, Residential, Multifamily Residential,...

  15. Alabama Oil and Gas Board | Open Energy Information

    Open Energy Info (EERE)

    Oil and Gas Board Jump to: navigation, search Logo: Alabama Oil and Gas Board Name: Alabama Oil and Gas Board Abbreviation: OGB Address: 420 Hackberry Lane Place: Tuscaloosa,...

  16. Buffalo Pushes Energy-Efficient Affordable Housing in New York...

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

    in on the changes they would like to see in their neighborhood, including parks, bike lanes, affordable housing, and infrastructure. Learn more about PUSH Buffalo's ...

  17. Wayne Jones | National Nuclear Security Administration

    National Nuclear Security Administration (NNSA)

    Wayne earned two Bachelor of Science Degrees at Lane College in both Mathematics and Business Administration. He has also earned a Masters Degree in Information Technology and ...

  18. Sandia Algae Researchers Cut Costs with Improved Nutrient Recycling...

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

    Sandia molecular biologists Todd Lane and Ryan Davis, ... sustainable design by reducing the demand for ... Renewable Energy Laboratory researcher Lee Elliott ...

  19. Commercial Algae Management | Open Energy Information

    Open Energy Info (EERE)

    Algae Management Jump to: navigation, search Name: Commercial Algae Management Address: 320 Arbor Lane Place: Franklin, NC Zip: 28734 Year Founded: 2002 Phone Number: 828-634-7070...

  20. Environmental Impact Statements (EIS) | Department of Energy

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

    March 1, 2012 EIS-0457: Final Environmental Impact Statement Albany-Eugene Rebuild Project, Lane and Linn Counties, OR February 8, 2012 EIS-0476: Final Environmental Impact...

  1. ORISE and Fayetteville State University establish mentor-protg...

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

    agreement Standing (left to right) are Heidi Timmerman, Cindy Snow, Arlene Garrison, Ph.D., Desmond Stubbs, Cathy Fore, John Bellamy (FSU), Christin Lane, and Rebecca...

  2. BLM Bishop Field Office | Open Energy Information

    Open Energy Info (EERE)

    Bishop Field Office Jump to: navigation, search Name: BLM Bishop Field Office Address: 351 Pacu Lane, Suite 100 Place: Bishop, CA Zip: 93514 Website: www.blm.govcastenfobishop...

  3. 1

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

    SCM Sensitivity to Microphysics, Radiation, and Convection Algorithms S. F. Iacobellis, R. C. J. Somerville, and D. E. Lane Scripps Institution of Oceanography University of...

  4. Property:Developer | Open Energy Information

    Open Energy Info (EERE)

    Tariff Policy Design + National Renewable Energy Laboratory + A Report on Worldwide Hydrogen Bus Demonstrations, 2002-2007 + US DOT + A Review of HOV Lane Performance and...

  5. Property:ProgramTopics | Open Energy Information

    Open Energy Info (EERE)

    Policy Design + Implementation +, Policiesdeployment programs + A Report on Worldwide Hydrogen Bus Demonstrations, 2002-2007 + Analysis Tools + A Review of HOV Lane Performance...

  6. Vert Investment Group | Open Energy Information

    Open Energy Info (EERE)

    Vert Investment Group Jump to: navigation, search Logo: Vert Investment Group Name: Vert Investment Group Address: 3939 Essex Lane Place: Houston, Texas Zip: 77027 Website:...

  7. Austin Clean Energy Incubator | Open Energy Information

    Open Energy Info (EERE)

    Incubator Jump to: navigation, search Logo: Austin Clean Energy Incubator Name: Austin Clean Energy Incubator Address: 3925 West Braker Lane Place: Austin, Texas Zip: 78759 Region:...

  8. Austin Technology Incubator | Open Energy Information

    Open Energy Info (EERE)

    Austin Technology Incubator Address: 3925 West Braker Lane Place: Austin, Texas Zip: 78759 Region: Texas Area Number of Employees: 11-50 Year Founded: 1989 Phone Number:...

  9. EA-1952: Final Environmental Assessment | Department of Energy

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

    Final Environmental Assessment EA-1952: Final Environmental Assessment Lane-Wendson No. 1 ... More Documents & Publications EA-1952: Finding of No Significant Impact EA-1952: Draft

  10. EA-1952: Draft Environmental Assessment | Department of Energy

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

    Draft Environmental Assessment EA-1952: Draft Environmental Assessment Lane-Wendson No. 1 ... EA-1952: Final Environmental Assessment EA-1952: Finding of No Significant Impact

  11. Sandia Energy - The National Algae Testbed Public-Private Partnership...

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

    (ATP3) kick-off meeting at Arizona State University. Sandians Ron Pate (Earth Systems Analysis Dept.), Todd Lane (Systems Biology Dept.), Tricia Gharagozloo (ThermalFluid...

  12. Tax Credits, Rebates & Savings | Department of Energy

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

    Lane Electric residential and commercial members: a residential cash grant for 25% of measure costs up to 1,000,... Eligibility: Commercial, Residential, Federal Government,...

  13. Characterizing Structural Controls of EGS-Candidate and Conventional...

    Open Energy Info (EERE)

    systems in the Great Basin and adjacent regions. Phase I (Year 1) involves a broad inventory of structural settings of geothermal systems in the Great Basin, Walker Lane,...

  14. Redfield Campus Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Overview Geothermal Area Profile Location: Nevada Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Resource Estimate Mean Reservoir Temp:...

  15. Hawthorne Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Overview Geothermal Area Profile Location: Nevada Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Coordinates: 38.53, -118.65...

  16. Wendel Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Geothermal Area Profile Location: California Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Operational"Operational" is not in the...

  17. Rhodes Marsh Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Overview Geothermal Area Profile Location: Nevada Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Resource Estimate Mean Reservoir Temp:...

  18. Wabuska Hot Springs Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Overview Geothermal Area Profile Location: Nevada Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Operational"Operational" is not in the...

  19. Property:Plants with Unknown Planned Capacity | Open Energy Informatio...

    Open Energy Info (EERE)

    Colorado Plateau Geothermal Region + 0 + Southern Rockies Geothermal Region + 0 + T Transition Zone Geothermal Region + 1 + W Walker-Lane Transition Zone Geothermal Region + 0 + Y...

  20. Wilson Hot Spring Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

    Overview Geothermal Area Profile Location: Nevada Exploration Region: Walker-Lane Transition Zone Geothermal Region GEA Development Phase: Coordinates: 38.7672, -119.1732...

  1. ACME solar works | Open Energy Information

    Open Energy Info (EERE)

    ACME solar works Jump to: navigation, search Logo: ACME solar works Name: ACME solar works Address: 20738 Brown Lane Place: Summerdale, Alabama Zip: 36580 Sector: Solar Product:...

  2. Climatic Solar | Open Energy Information

    Open Energy Info (EERE)

    Climatic Solar Jump to: navigation, search Logo: Climatic Solar Name: Climatic Solar Address: 650 2nd Lane Place: Vero Beach, Florida Zip: 32962 Sector: Solar Product: solar energy...

  3. Sunuser | Open Energy Information

    Open Energy Info (EERE)

    Logo: Sunuser Name: Sunuser Address: 157 Buslingthorpe Lane, Leeds, LS7 2DQ Place: Leeds, United Kingdom Sector: Solar Product: Solar thermal Year Founded: 1982 Phone Number: 0800...

  4. John N. Borkoski, P.E. EOB-Rutherford Business Center

    Energy Savers [EERE]

    ... as it currently does for medium voltage, dry- type units. ... Having to utilize larger, heavier duty lifting equipment ... permitting for the larger vehicles, road or lane closure ...

  5. Climate Zone Subtype C | Open Energy Information

    Open Energy Info (EERE)

    Washington Jackson County, Oregon Jefferson County, Washington Josephine County, Oregon King County, Washington Kitsap County, Washington Lane County, Oregon Lewis County,...

  6. Climate Zone 4C | Open Energy Information

    Open Energy Info (EERE)

    Washington Jackson County, Oregon Jefferson County, Washington Josephine County, Oregon King County, Washington Kitsap County, Washington Lane County, Oregon Lewis County,...

  7. TWC Committee 3-Month Work Plan

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

    24, 3:00 p.m. Swim lanes WTP Communication Plan update( following joint topic w PIC @ their April meeting) Cesium IM update Leadership Retreat Preparation + EM...

  8. Hackney Construction | Open Energy Information

    Open Energy Info (EERE)

    to: navigation, search Name: Hackney Construction Address: 309 Farrens Creek LanePO Box 13 Place: Grangeville, Idaho Zip: 83530 Region: Rockies Area Sector: Solar Product:...

  9. MARMC Enterprises LLC | Open Energy Information

    Open Energy Info (EERE)

    MARMC Enterprises LLC Jump to: navigation, search Name: MARMC Enterprises LLC Address: 722 Oak Lane Place: Thibodaux Zip: 70301 Region: United States Sector: Marine and...

  10. Finding Hidden Geothermal Resources In The Basin And Range Using...

    Open Energy Info (EERE)

    Magnetotellurics At Walker-Lane Transitional Zone Region (Pritchett, 2004) Modeling-Computer Simulations At Central Nevada Seismic Zone Region (Pritchett, 2004) Modeling-Computer...

  11. Nevada/Geothermal | Open Energy Information

    Open Energy Info (EERE)

    Confirmation Silver Peak Geothermal Area Walker-Lane Transition Zone Geothermal Region Smith Creek Geothermal Project Ormat Phase I - Resource Procurement and Identification Smith...

  12. Microsoft Word - NSAC-subcommittee-public

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

    Subcommittee Members Professor Adam Burrows Department of Astrophysical Sciences Princeton University 4 Ivy Lane, Payton Hall Princetof University Princeton, NJ 08544 Dr. Joseph...

  13. Other Participants 2006 | U.S. DOE Office of Science (SC)

    Office of Science (SC) Website

    Academy , Pelahatchie , MS Edwin O. Smith High School , Mansfield , CT Fergus High ... Aurora, CO Southside High School , Fort Smith , AR Star Lane Center , Casper , WY State ...

  14. E X A M P L E E X A M P L E

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

    to 09302010 MY COMPANY, LLC 2 Reporting Period: 7 Contract Completion Date: 4567 Apple Lane, Anywhere, USA Element Identification NATIONAL ENERGY TECHNOLOGY LABORATORY COST...

  15. U.S. Energy Secretary Steven Chu, U.S. Representatives Larson...

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

    General directions are available on the United Technologies Research Center website. WHERE: United Technologies Research Center 411 Silver Lane East Hartford, CT 06108 Media ...

  16. Solfex Limited | Open Energy Information

    Open Energy Info (EERE)

    Jump to: navigation, search Name: Solfex Limited Address: Energy Arena Bannister Hall Works Off Shop Lane, Higher Walton Preston, Lancashire PR5 4DZ Place: Preston, United...

  17. Tax Credits, Rebates & Savings | Department of Energy

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

    Residential Efficiency Rebate Program Lane Electric Cooperative provides rebates for clothes washers, duct sealing measures, heat pumps, and newly constructed Energy Star Homes....

  18. Marine Renewable Technologies | Open Energy Information

    Open Energy Info (EERE)

    Jump to: navigation, search Name: Marine Renewable Technologies Address: 319 Business Lane Suite 1000 Ashland VA 23005 Place: Ashland Zip: 23005 Region: United States...

  19. User:Nlangle/TransportTools | Open Energy Information

    Open Energy Info (EERE)

    Transportation Toolkits & LEDS Global Partnership Tools 49 A Report on Worldwide Hydrogen Bus Demonstrations, 2002-2007 A Review of HOV Lane Performance and Policy Options in...

  20. BioFuelBox Corporation | Open Energy Information

    Open Energy Info (EERE)

    Corporation Name: BioFuelBox Corporation Address: 50 Las Colinas Lane Place: San Jose, California Zip: 95119 Region: Bay Area Sector: Biofuels Product: Makes a modular...

  1. Why Is Nevada in Hot Water? Structural Controls and Tectonic...

    Open Energy Info (EERE)

    Walker Lane, diffusing that motion into the Basin-Range. Abundant geothermal fields cluster in several northeasttrending belts in the northern Great Basin (e.g. Humboldt...

  2. 2007 Strategic Plan

    Energy Savers [EERE]

    ... Durita Bear Creek Gas Hills North Wayne Laboratory for Energy Related Health Research E.I. DuPont Gas Hills West Columbus Shoal Central Nevada Test Area Panna Maria Rocky Flats ...

  3. CX-007437: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Routine Site Activities at the Shoal, Nevada, Site CX(s) Applied: B1.3, B3.1 Date: 12/13/2011 Location(s): Nevada Offices(s): Legacy Management

  4. TITLE

    Office of Legacy Management (LM)

    DC 20460 Annual Water Sampling and Analysis, Calendar Year 2001: RULISON Test Site Area RIO BLANCO Test Site Area FAULTLESS Test Site Area SHOAL Test Site Area GASBUGGY Test Site ...

  5. Scira Offshore Energy | Open Energy Information

    Open Energy Info (EERE)

    Kingdom Zip: NR32 1DE Sector: Wind energy Product: Developer of the Sheringham Shoals offshore wind farm. References: Scira Offshore Energy1 This article is a stub. You can...

  6. Martin County, Indiana: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

    169-2006 Climate Zone Number 4 Climate Zone Subtype A. Places in Martin County, Indiana Crane, Indiana Loogootee, Indiana Shoals, Indiana Retrieved from "http:en.openei.orgw...

  7. PowerPoint Presentation

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

    11 Little Rock District, Southwestern Division Impaired Waterbody Listing 303 (d) Dardanelle, Bull Shoals, Norfork, Taneycomo Little Rock District, Southwestern Division * TMDL's completed for Bull Shoals and Norfork (May 2009) * TMDL for Dardanelle is still being developed * TMDL for Lake Taneycomo was approved by the EPA for low dissolved oxygen on 30 December 2010 CURRENT ISSUES Little Rock District, Southwestern Division * Full understanding of the sources contributing to the low DO have not

  8. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    High Occupancy Vehicle (HOV) Lane Exemption Qualified plug-in electric vehicles, dedicated natural gas vehicles, and fuel cell electric vehicles may use North Carolina HOV lanes, regardless of the number of occupants. This exemption expires September 30, 2017. (Reference North Carolina General Statutes 20-4.01 and 20-146.2

  9. CX-005965: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Alvey District Wood Poles: Eugene-Lane Number 1, Eugene-Alvey Number 2, and Hawkins-Alvey Number 1CX(s) Applied: B1.3Date: 05/20/2011Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  10. Scanned Document

    Office of Legacy Management (LM)

    EPA-402-R-04-006 Environmental Protection Indoor Air November 2004 Agency Washington, DC 20460 Annual Water Sampling and Analysis, Calendar Year 2004: SHOAL Test Site Area FAULTLESS Test Site Area RULISON Test Site Area RIO BLANCO Test Site Area GASBUGGY Test Site Area GNOME Test Site Area Annual Water Sampling and Analysis, Calendar Year 2004 SHOAL Test Site Area FAULTLESS Test Site Area RULISON Test Site Area RIO BLANCO Test Site Area GASBUGGY Test Site Area GNOME Test Site Area Max G. Davis

  11. TITLE

    Office of Legacy Management (LM)

    902 GEN-BKS - - - . I 111 111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l Ill SHL 000024 United States Office of Radiation and EPA-402-R-94-001 Environmental Protection Indoor Air January 2004 Agency Washington, DC 20460 Annual Water Sampling and Analysis, Calendar Year 2003: SHOAL Test Site Area FAULTLESS Test Site Area RULISON Test Site Area RI0 BLANCO Test Site Area GASBUGGY Test Site Area GNOME Test Site Area Annual Water Sampling and Analysis, Calendar Year 2003 SHOAL Test Site Area

  12. TITLE

    Office of Legacy Management (LM)

    OEce of Radiation and 12nvirorunentai Protection Indoor Ailr Washington., DC 20460 Annual Water Sampling and Analysis, Calendar Year 2000: R'ULISON Tes,t Site Area RLO BLANCO Test Site Area FAULTLESS Tes it Site Area SHOAL Test Site Area GASBUGGY Test Site, Area GNOME Test Site Area Annual Water Sampling and Analysis, Calendar Year 2000 RULISON Test Site Area RIO BLANCO Test Site Area FAULTLESS Test Site Area SHOAL Test Site Area GASBUGGY Test Site Area GNOME Test Site Area by Max G. Davis

  13. TITLE

    Office of Legacy Management (LM)

    - . ' R U L 000003 United States Office of Radiation and ~ ~ ~ - 4 0 2 7 ~ - 0 2 - 0 0 7 Environmental Protection 1ndoor Air November 2002 Agency Washington, DC 20460 &EPA Annual Water Sampling and Analysis, Calendar Year 2002: SHOAL Test Site Area FAULTLESS Test Site Area RULISON Test Site Area RIO BLANCO Test Site Area GASBUGGY Test Site Area GNOME Test Site Area Annual Water Sampling and Analysis, Calendar Year 2002 SHOAL Test Site Area FAULTLESS Test Site Area RULISON Test Site Area RIO

  14. http://emdev.apps.em.doe.gov/EMDEV/Pages/groundwaterReport.aspx

    Office of Environmental Management (EM)

    Project Shoal Responsible DOE Office: Office of Legacy Management Plume Name: Project Shoal Remediation Contractor: SM Stoller Corporation Report Last Updated: 2009 Contaminants Halogenated VOCs/SVOCs Present? No Fuel Present? No Metals Present? No Isotopes Present? Yes Isotope Name Isotope Activity (pCi/l) Regulatory Driver Cleanup Requirement uranium-233/234 8.95 No uranium-235 0.385 No uranium-238 7.89 No Explosives Present? No Other Contaminants?No Tritium Present? Yes Activity: 555 (pCi/l)

  15. untitled

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

    ... When it was determined that the new southbound lanes would lie within the transmission right-of-way (ROW), a solution was required that mitigated the encroachment, retained ROW ...

  16. Meridian Energy Systems Inc | Open Energy Information

    Open Energy Info (EERE)

    Address: 4109 Todd Lane Place: Austin, Texas Zip: 78744 Region: Texas Area Sector: Solar Product: Design, sales, installation and service of stand-alone and grid-tied PV...

  17. Visiting PPPL | Princeton Plasma Physics Lab

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

    Campus Drive to the end and turn right. You will then come to the entrance of PPPL. Stay in the left lane and stop at the Security Guard booth to present I.D. and gain...

  18. BPA-2013-00058-FOIA Response

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

    5, 2012 In reply refer to: DK-7 Michaelyn Sanders 185 South Fairview Lane Sonora, CA 95370 FOIA BPA-2013-00058-F Dear Ms. Sanders: This is the final response to your request for...

  19. BPA-2013-00058-FOIA Request

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

    Michaelyn .ia..,i Lc -s No organization provided Address: 185 South Fairview Lane Sonora, Ca 95370 Phone: 2095996000 No FAX number provided Email: michaelyn@tri-technic.com...

  20. BPA-2013-00058-FOIA Correspondence

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

    Michaelyn Sanders 185 South Fairview Lane Sonora, CA 95370 FOIA BPA-2013-00058-F Dear Ms. Sanders: Thank you for your request for records that you made to the Bonneville Power...

  1. PSInSAR (Laney, 2005) | Open Energy Information

    Open Energy Info (EERE)

    Permanent Scatterer (PS) InSAR data to infer strain at depth, (2) working with Lane Johnson to develop a dynamic faulting model, and (3) acquiring InSAR data for the region...

  2. Ground Gravity Survey At Long Valley Caldera Geothermal Area...

    Open Energy Info (EERE)

    Permanent Scatterer (PS) InSAR data to infer strain at depth, (2) working with Lane Johnson to develop a dynamic faulting model, and (3) acquiring InSAR data for the region...

  3. CX-005967: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    North Bend District Wood Poles: Wendson-Tahkenitch Number 1 and Tahkenitch-Reedsport Number 1CX(s) Applied: B1.3Date: 05/25/2011Location(s): Lane, OregonOffice(s): Bonneville Power Administration

  4. Photo Galleries | Department of Energy

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

    by Amaris Homes DOE Tour of Zero: Cobbler Lane by Addison Homes 2014 Wind Market Report 3D-printed a car. 20 Amazing Things the National Labs Have Done Building Integrated Heat...

  5. FES Requirements Review 2014

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

    Take right off exit ramp 1st right on Goldenrod Lane Baltimore Washington International Airport( BWI) Head northeast 0.6 mi Continue straight onto I-195 W 4.2 mi Take exit 4B for...

  6. CX-002888: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Lane Community College (Energy Demonstration Building)CX(s) Applied: B5.1Date: 07/09/2010Location(s): Eugene, OregonOffice(s): Energy Efficiency and Renewable Energy, National Energy Technology Laboratory

  7. U235: A Gamma Ray Analysis Code for Uranium Isotopic Determination

    Office of Scientific and Technical Information (OSTI)

    ... Spontaneous Fission, D. C. Hoffman, T. M. Hamilton, and M. R. Lane, Rept. LBL-33001 (1992). 8. NUBASE: A Database of Nuclear and Decay Properties, G. Audi, 0. Bersillon, J. ...

  8. UPDATE TO PLAINS & EASTERN CLEAN LINE PROPOSAL FOR NEW OR UPGRADED...

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

    ... Houston, T 6341 1001 McKin Houston, T 3453 1400 1974 Comm Tallahassee ADDRESS 43 rd St. ... Ext. 3911 1974 Commonwealth Lane Tallahassee, FL 32303 Jason Zoller E & E ...

  9. somerville-99.PDF

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

    Testing Cloud-Radiation Schemes with Single-Column Models and ARM Observations R.C.J. Somerville, S. F. Iacobellis, and D. E. Lane Scripps Institution of Oceanography University of...

  10. Category:Tools | Open Energy Information

    Open Energy Info (EERE)

    Tariff A Policymaker's Guide to Feed-In Tariff Policy Design A Report on Worldwide Hydrogen Bus Demonstrations, 2002-2007 A Review of High Occupancy Vehicle (HOV) Lane...

  11. CX-006483: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Balancing Authority Area Service Agreement with Lane Electric Cooperative, Inc.CX(s) Applied: B4.1Date: 08/03/2011Location(s): Eugene, OregonOffice(s): Bonneville Power Administration

  12. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    regardless of the number of passengers. Qualified AFVs may also use the HOT lanes toll-free. AFVs include plug-in electric vehicles and bi-fuel or dual-fuel vehicles that operate...

  13. Fact #776: April 22, 2013 Fuel Savings from Attempts to Alleviate...

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

    Fuel Saved Due to Methods of Alleviating Congestion Year Operational Treatments and High-Occupancy Vehicle Lanes Public Transportation 1982 1 204 1983 4 208 1984 7 219 1985 9 235 ...

  14. CX-003617: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    The Nature Conservatory (TNC) Willamette Wildlife AcquisitionsCX(s) Applied: B1.25Date: 08/17/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  15. CX-003618: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    The Nature Conservatory (TNC) Willamette Wildlife AcquisitionsCX(s) Applied: B1.25Date: 08/17/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  16. Microsoft Word - Results_of_the_Independent_Hanford_Traffic_Safety...

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

    stay in their lane because they feel like they're driving the speed that the road can handle. Improvements to the intersection of Routes 3 and 4 South to provide right-turn...

  17. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    To operate in HOV lanes, PEV owners must obtain a permit from the Maryland Motor Vehicle Administration (MVA). Each year the MVA and the State Highway Administration must report ...

  18. entering Los Alamos National Laboratory's (LANL) Vehicle Access...

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

    bicyclists must stop at the center lane guard post and proceed only upon verbal or hand-signal direction from a LANL protective force officer. Orange traffic safety cones will be...

  19. 5 boro biofuel | Open Energy Information

    Open Energy Info (EERE)

    boro biofuel Jump to: navigation, search Logo: 5 boro biofuel Name: 5 boro biofuel Address: 100 maiden lane Place: New York, New York Zip: 10035 Region: Northeast - NY NJ CT PA...

  20. Property:Address | Open Energy Information

    Open Energy Info (EERE)

    Inc + 2130 Van Horn Rd. + AC Solar Inc + P.O. Box 128 + ACME solar works + 20738 Brown Lane + ACORE + PO Box 33518 + ADI Wind, llc. + 4686 French Creek Road + AEE Solar +...

  1. BPA-2016-00095-FOIA Request

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

    Lionel 0. Barthold iMod, Inc. Lionel Barthold Wino Kim S CBPAl - CGI -B1 Re: ANYPOLE Software Friday, October 16, 2015 3:12:45 PM 10 Woods Point Lane Lake George, NY 12845 Lionel...

  2. Lighthouse Solar Indian Valley | Open Energy Information

    Open Energy Info (EERE)

    Lighthouse Solar Indian Valley Address: 5062 McLean Station Road Place: Green Lane, PA Zip: 18054 Sector: Solar Phone Number: (215) 541-5464 Website: www.lighthousesolar.com...

  3. CX-002431: Categorical Exclusion Determination

    Office of Energy Efficiency and Renewable Energy (EERE)

    Alvey Substation Pole and Fencing ReplacementCX(s) Applied: B1.11Date: 05/13/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  4. CX-006778: Categorical Exclusion Determination

    Office of Energy Efficiency and Renewable Energy (EERE)

    Alvey Maintenance Headquarters Pole Storage Facility UpgradesCX(s) Applied: B4.6Date: 08/24/2011Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  5. rose - BNSF Quadrennial Review Presentation 070815.pptx

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

    ... Manifest Lanes Northern California Pacific Northwest Mountain Zone - UT, NM, MT, CO IL MO - Chicago, St Louis 11 What we haul: North American oil production 0 500 1,000 1,500 ...

  6. 2011 - 03 | Jefferson Lab

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

    March 2011 Fri, 03042011 - 3:00pm Lane Expansion Begins March 7 at South End of Lawrence Drive Wed, 03022011 - 3:00pm Annual Property and Key Validation Begins March 15; Start...

  7. CX-011204: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Hayden-North Park 230-Kilovolt Transmission Lane Danger Tree Management CX(s) Applied: B1.3 Date: 08/30/2013 Location(s): Colorado, Colorado Offices(s): Western Area Power Administration-Rocky Mountain Region

  8. CX-006792: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    King Estate Solar Project IntegrationCX(s) Applied: B4.6Date: 09/12/2011Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  9. Forrestal Garage Parking Procedures-October 16, 2015

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

    ... assigned for vans, with all other medium and large vehicles in other lanes). k) Motorcycles must ... about the accident to the security office and the parking attendant on duty. ...

  10. Letter from Secretary Steven Chu to Energy Department Employees...

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

    ... Many billions more are spent to keep oil shipping lanes open and oil geo-politics add considerable additional burdens. Although our oil imports are projected to fall to a 25 year ...

  11. Press Pass - Press Releases

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

    lanes to Kirk Road at the intersection with Pine Street. The county will also add pedestrian walkways across Kirk Road. Fermilab will post staff around the clock at the Wilson...

  12. Consumers Power Inc | Open Energy Information

    Open Energy Info (EERE)

    serving members in parts of six counties: Benton, Lincoln, Lane, Linn, Polk, and Marion. Coordinates: 44.540135, -123.368594 Show Map Loading map... "minzoom":false,"map...

  13. Fact #788: July 15, 2013 State and Private Consumer Incentives for Plug-In Vehicles

    Broader source: Energy.gov [DOE]

    Many states offer their own consumer incentives for plug-in vehicles, such as HOV lane exemptions and tax credits/rebates, as shown in the table below. In some states there are also private...

  14. CX-011179: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Alvey-Lane #1 Transmission Line Access Road Maintenance CX(s) Applied: B1.3 Date: 09/12/2013 Location(s): Oregon Offices(s): Bonneville Power Administration

  15. BPA-2015-01221-FOIA Correspondence

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

    OF INFORMATION ACT PROGRAM In reply refer to: FOIA BPA 2015-01221-F Melissa Genson, CPACIA 11210 180th Lane SW Rochester, W A 98579 Ms. Genson: We received your request for...

  16. Hydroacoustic Estimates of Fish Density Distributions in Cougar Reservoir, 2011

    SciTech Connect (OSTI)

    Ploskey, Gene R.; Zimmerman, Shon A.; Hennen, Matthew J.; Batten, George W.; Mitchell, T. D.

    2012-09-01

    Day and night mobile hydroacoustic surveys were conducted once each month from April through December 2011 to quantify the horizontal and vertical distributions of fish throughout Cougar Reservoir, Lane County, Oregon.

  17. CX-006579: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Access Road Improvements Along Marion-Alvey #1 and Marion-Lane #1 Transmission LinesCX(s) Applied: B1.3Date: 08/22/2011Location(s): Marion, OregonOffice(s): Bonneville Power Administration

  18. CX-009705: Categorical Exclusion Determination

    Office of Energy Efficiency and Renewable Energy (EERE)

    Lane Substation 500/230-kV Transformer Phase Separation Project CX(s) Applied: B4.6 Date: 12/06/2012 Location(s): Oregon Offices(s): Bonneville Power Administration

  19. Microsoft Word - PR 31 13 Hills Creek-Lookout Public Meeting...

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

    21, 2013 CONTACT: Teresa Waugh, 503-230-7536 or 503-230-5131 Input sought on rebuild of aging transmission line Agency begins environmental study in Lane County, Ore. Portland,...

  20. CX-007365: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Integration of the Green Lane Energy Biogas Generator CX(s) Applied: B1.7 Date: 11/17/2011 Location(s): Oregon Offices(s): Bonneville Power Administration

  1. CX-001675: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Energy Efficiency and Conservation Block Grant: Bike Lane ActivityCX(s) Applied: A11, B5.1Date: 04/16/2010Location(s): Templeton, CaliforniaOffice(s): Energy Efficiency and Renewable Energy, Golden Field Office

  2. Final Meeting Summary Page 1

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

    April 15, 2015 FINAL MEETING SUMMARY HANFORD ADVISORY BOARD TANK WASTE COMMITTEE April 15, 2015 Richland, WA Topics in this Meeting Summary Opening ......................................................................................................................................................... 1 C-Farm Closure Swim Lanes ........................................................................................................................ 2 PHOENIX Tank Farms Application

  3. CX-006259: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Alvey-Fairview Fiber Routing for Verizon WirelessCX(s) Applied: B4.7Date: 06/29/2011Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  4. CX-011994: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Marion-Alvey Marion-Lane Insulator Replacement Project CX(s) Applied: B1.3 Date: 04/07/2014 Location(s): Oregon, Oregon Offices(s): Bonneville Power Administration

  5. EnerPath | Open Energy Information

    Open Energy Info (EERE)

    EnerPath Jump to: navigation, search Logo: EnerPath Name: EnerPath Address: 1758 Orange Tree Lane Place: Redlands, California Zip: 92374 Region: Southern CA Area Sector: Buildings,...

  6. Category:Transportation Toolkits | Open Energy Information

    Open Energy Info (EERE)

    following 135 pages are in this category, out of 135 total. A A Report on Worldwide Hydrogen Bus Demonstrations, 2002-2007 A Review of HOV Lane Performance and Policy Options in...

  7. MHK Projects/Coos Bay OPT Wave Park | Open Energy Information

    Open Energy Info (EERE)

    transit lanes. Each of the four array clusters consists of 50 PowerBuoys. Each array cluster is approximately 5,577 feet long (1,700 meters) by 984 feet wide (300 meters). The...

  8. Laboratory to change vehicle traffic-screening regimen at vehicle...

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

    Changes to vehicle traffic-screening Laboratory to change vehicle traffic-screening regimen at vehicle inspection station Lanes two through five will be open 24 hours a day and...

  9. Method for in-situ calibration of electrophoretic analysis systems

    DOE Patents [OSTI]

    Liu, Changsheng; Zhao, Hequan

    2005-05-08

    An electrophoretic system having a plurality of separation lanes is provided with an automatic calibration feature in which each lane is separately calibrated. For each lane, the calibration coefficients map a spectrum of received channel intensities onto values reflective of the relative likelihood of each of a plurality of dyes being present. Individual peaks, reflective of the influence of a single dye, are isolated from among the various sets of detected light intensity spectra, and these can be used to both detect the number of dye components present, and also to establish exemplary vectors for the calibration coefficients which may then be clustered and further processed to arrive at a calibration matrix for the system. The system of the present invention thus permits one to use different dye sets to tag DNA nucleotides in samples which migrate in separate lanes, and also allows for in-situ calibration with new, previously unused dye sets.

  10. RapTOR: Automated sequencing library preparation and suppression for rapid pathogen characterization ( 7th Annual SFAF Meeting, 2012)

    ScienceCinema (OSTI)

    Lane, Todd [SNL

    2013-02-11

    Todd Lane on "RapTOR: Automated sequencing library preparation and suppression for rapid pathogen characterization" at the 2012 Sequencing, Finishing, Analysis in the Future Meeting held June 5-7, 2012 in Santa Fe, New Mexico.

  11. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    High Occupancy Vehicle (HOV) and High Occupancy Toll (HOT) Lane Exemption Compressed natural gas (CNG), hydrogen, electric, and plug-in hybrid electric vehicles (PHEVs) meeting specified California and federal emissions standards and affixed with a California Department of Motor Vehicles Clean Air Vehicle sticker may use HOV lanes regardless of the number of occupants in the vehicle. White Clean Air Vehicle Stickers are available to an unlimited number of qualifying CNG, hydrogen, and electric

  12. Karen Patterson | Department of Energy

    Energy Savers [EERE]

    From left to right: Aaron Thomsen, Stuart Disberger, Bret Gross, Cody Yost, Joe Kuhn, Lane Yoder, Hussam Alghamdi, Will Duren, Martin Mixon, Ying Huang, Alex Wurtz, Tanzila Ahmed, Armando Marquez. Not pictured: Jordan Robl, Brandon Young, Shae Pelkowski. Photo from Kansas State University. From left to right: Aaron Thomsen, Stuart Disberger, Bret Gross, Cody Yost, Joe Kuhn, Lane Yoder, Hussam Alghamdi, Will Duren, Martin Mixon, Ying Huang, Alex Wurtz, Tanzila Ahmed, Armando Marquez. Not

  13. SNL-CRCV Map-580 to CRCV

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

    Thunderbird Lane Greenville Road Greenville Road Directions to the CRCV From Interstate 580 * Exit Greenville Road * Continue traveling South on Greenville Road for two miles * Turn right onto East Avenue * Follow the road as it turns left onto Thunderbird Lane * Turn right into second parking lot entry * Park in CRF visitor designated parking * Proceed to the South entrance of building 903 to be badged Sandia National Laboratories 7011 East Avenue Livermore, CA 94551 Parking Tesla Road CRF

  14. Kansas State University | Department of Energy

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

    Kansas State University Kansas State University From left to right: Aaron Thomsen, Stuart Disberger, Bret Gross, Cody Yost, Joe Kuhn, Lane Yoder, Hussam Alghamdi, Will Duren, Martin Mixon, Ying Huang, Alex Wurtz, Tanzila Ahmed, Armando Marquez. Not pictured: Jordan Robl, Brandon Young, Shae Pelkowski. Photo from Kansas State University. From left to right: Aaron Thomsen, Stuart Disberger, Bret Gross, Cody Yost, Joe Kuhn, Lane Yoder, Hussam Alghamdi, Will Duren, Martin Mixon, Ying Huang, Alex

  15. Race to Zero 2015 Design Excellence Award Winner Presentations | Department

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

    of Energy Design Excellence Award Winner Presentations Race to Zero 2015 Design Excellence Award Winner Presentations View the presentations for the 2015 Race to Zero Design Excellence Award winners. H4: Heritage Homes - Heritage Homes Penn State University, State College, PA Independence Heights Net Zero Ready Home - Prairie View A&M Prairie View A&M University, Prairie View, TX Provenance Lane - Provenance Lane Ryerson University Dept. of Architectural Science, Toronto, Ontario,

  16. Media Advisory -- Director of National Science Foundation to Visit Colorado

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

    Media Advisory -- Director of National Science Foundation to Visit Colorado For more information contact: Contact: Kerry Masson, NREL 275-4083 David Grimm, CU 492-6206 Tom Milligan, CSU 970-491-6432 Golden, Colo., Feb. 28, 1997 -- Media are invited to cover the visit of Dr. Neal Lane, Director of the National Science Foundation, to Colorado March 6 - 7. Dr. Lane will meet with leaders of the scientific community, business and industry and the state government to discuss federal support for

  17. Metered Evaporator for Tokamak Wall Conditioning --- Inventor(s): Charles

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

    H. Skinner, Dennis Mansfield, Henry Kugel, Hans Schneider and Lane Roquemore | Princeton Plasma Physics Lab Metered Evaporator for Tokamak Wall Conditioning --- Inventor(s): Charles H. Skinner, Dennis Mansfield, Henry Kugel, Hans Schneider and Lane Roquemore A novel lithium evaporator for the controlled introduction of lithium into tokamaks for wall conditioning is described. The concept uses a Li granule injector with a heated in-vessel yttrium crucible to evaporate a controlled amount of

  18. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    High Occupancy Vehicle (HOV) Lane Exemption Dedicated AFVs are permitted to use HOV lanes, regardless of the number of passengers. Qualified vehicles must display an AFV special plate or the Clean Air - Blue Skies Energy Efficient license plate, which are available from the Arizona Department of Transportation (ADOT). Recognized alternative fuels are propane, natural gas, electricity, and hydrogen. Only certain plug-in hybrid electric vehicles are eligible for the Energy Efficient license plate.

  19. EIS-0457: EPA Notice of Availability of a Draft Environmental Impact

    Energy Savers [EERE]

    Statement | Department of Energy 7: EPA Notice of Availability of a Draft Environmental Impact Statement EIS-0457: EPA Notice of Availability of a Draft Environmental Impact Statement EIS-0457: Albany-Eugene Rebuild Project, Lane and Linn Counties, OR This EIS evaluates the environmental impacts of a proposal by DOE's Bonneville Power Administration to rebuild a 32-mile section of the Albany-Eugene 115-kilovolt No. 1 Transmission Line in Lane and Linn Counties, Oregon. Comment Period Ends:

  20. VEHICLE ACCESS PORTALS

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

    Jemez Road (Map 1) VEHICLE ACCESS PORTALS Traffc Lane 1: Closed except for emergencies and maintenance operations. Traffc Lanes 2-7: Drivers required to stop and present LANL badges or other form of valid identifcation to Protective Force offcers. Drivers may proceed upon direction of the offcers. Note: Commercial delivery vehicle drivers must also pres- ent their inspection passes from Post 10. More Information: spp-questions@lanl.gov Non-work Hours Vehicles entering LANL at the East Jemez VAPs

  1. LM 06-14 | Department of Energy

    Energy Savers [EERE]

    4 LM 06-14 NEPA ID: LM 06-14 Determination: B3.1 (c) Short Title: Install three groundwater monitoring wells at the Shoal, Nevada, site. PDF icon LM 06-14 More Documents & Publications CX-012199: Categorical Exclusion Determination LM 04-14 LM 32-15

  2. Farmstead production of fuel alcohol

    SciTech Connect (OSTI)

    Badger, P.C.; Pile, R.S.; Waddell, E.L. Jr.

    1981-01-01

    The Tennessee Valley Authority Agricultural Energy Applications Section (Muscle Shoals, AL) has designed and constructed a small-scale fuel alcohol production facility which can produce 10 gph of 190-proof alcohol. Information presented includes some factors relative to facility design, layout, and construction, plus operation and performance experiences.

  3. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    High Occupancy Vehicle (HOV) Lane Exemption and Discount New Jersey Turnpike Authority (Authority) allows qualified hybrid electric vehicles to travel in the HOV lanes located between Interchange 11 and Interchange 14 on the New Jersey Turnpike. The Authority offers a 10% discount on off-peak New Jersey Turnpike and Garden State Parkway toll rates through NJ EZ-Pass for drivers of vehicles that have a fuel economy of 45 miles per gallon or higher and meet the California Super Ultra Low Emission

  4. Alternative Fuels Data Center

    Alternative Fuels and Advanced Vehicles Data Center [Office of Energy Efficiency and Renewable Energy (EERE)]

    High Occupancy Vehicle (HOV) Lane and Parking Fee Exemptions Qualified PEVs affixed with special state-issued PEV license plates may use HOV lanes regardless of the number of passengers and are exempt from parking fees charged by any state or county authority. PEVs displaying state PEV license plates are also exempt from parking fees, except when parked at a meter for more than 2.5 hours or the maximum time allowed to park, whichever is longer. Parking fee exemptions do not apply to parking fees

  5. Design, Integration, Communication and Construction Engineering 2

    National Nuclear Security Administration (NNSA)

    8, 2016 QUESTIONS SUBMITTED AFTER DICCE2 REQUEST FOR PROPOSAL RELEASE DATE OF 2/1/2016 1. Section L Attachment L-7a Vietnam Statement of Work. Does each lane already have adequate electric to power proposed RPM equipment? If not which building should power be routed from? a. Response: This information is contained in the Vietnam Design Requirements Document, specifically section 3.1.4. 2. Section L Attachment L-7a Vietnam Statement of Work. Does each lane where the RPM units are being installed

  6. Multichannel microscale system for high throughput preparative separation with comprehensive collection and analysis

    DOE Patents [OSTI]

    Karger, Barry L.; Kotler, Lev; Foret, Frantisek; Minarik, Marek; Kleparnik, Karel

    2003-12-09

    A modular multiple lane or capillary electrophoresis (chromatography) system that permits automated parallel separation and comprehensive collection of all fractions from samples in all lanes or columns, with the option of further on-line automated sample fraction analysis, is disclosed. Preferably, fractions are collected in a multi-well fraction collection unit, or plate (40). The multi-well collection plate (40) is preferably made of a solvent permeable gel, most preferably a hydrophilic, polymeric gel such as agarose or cross-linked polyacrylamide.

  7. Recent ooids from Mesopotamian shallow shelf, northwest Arabian Gulf

    SciTech Connect (OSTI)

    Aqrawi, A.A.M.; Sadooni, F.N.

    1987-05-01

    Petrographic and mineralogical analyses of available oolitic samples from Khor Abdulla and Khor Al-Umaya, Mesopotamian shallow shelf of the northwest Arabian Gulf, showed that the ooids exhibit extensive variations in their forms according to their nuclei shapes. The ooids cortices are usually of radial structure and are formed mainly of high magnesium calcite. The sediment distribution of the studied area revealed the existence of an oolitic zone extending NW-SE from east of Bubiyan Island toward the open sea. It is believed that these ooids are usually formed in sheltered environments by direct precipitation of high magnesium-calcite around any available nuclei. Then they are concentrated by agitation on small shoal-margins located to the east of Bubiyan Island. At these shoals they attained their final shapes and then dispersed through the studied area. It is thought that these ooids represent a peculiar example of ooid formation in quiet shallow-water environments.

  8. A Literature Survey Kathleen C. Pugh, Ph.D. Waste Management and Remediation

    Office of Scientific and Technical Information (OSTI)

    Toxicity and Physical Properties of Atrazine and its Degradation Products: A Literature Survey Kathleen C. Pugh, Ph.D. Waste Management and Remediation Environmental Research Center Muscle Shoals, Alabama DECLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, make any warranty, express or implied, or assumes any legal liabiiity or responsibility for

  9. NVO-1229-105 Part I

    Office of Legacy Management (LM)

    9-105 Part I jyl).($z- 1 EVALUATION OF THE PROJECT SHOAL SITE FALLON, NEVADA FOR DISPOSITION, INCLUDING IDENTIFICATION OF RESTRICTIONS -- D -----. April 1970 Contract AT(29.2j.1229 ". S. ATOMIC ENERGY COMMISSION NEVADA OPERATIONS OFFICE LAS VEGAS, NEVADA HYDROGEOLOGY #? ISOTOPES PALO ALTO LABORATORIES 4062 Fabian Street Palo Alto, California 94303 LEGAL NOTICE This report was prepared as an account of Government sponsored work. Neither the United States, nor the commission, nor any person

  10. A Lithium Getter Pump System ---- nventors Richard Majeski, Eugene Kearns,

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

    Toxicity and Physical Properties of Atrazine and its Degradation Products: A Literature Survey Kathleen C. Pugh, Ph.D. Waste Management and Remediation Environmental Research Center Muscle Shoals, Alabama DECLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, make any warranty, express or implied, or assumes any legal liabiiity or responsibility for

  11. 1

    Office of Legacy Management (LM)

    Monitoring Report Project Shoal Area Subsurface Corrective Action Unit 447 February 2014 Approved for public release; further dissemination unlimited LMS/SHL/S11217 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at http://www.osti.gov/scitech/

  12. Document:

    Office of Legacy Management (LM)

    DATA DECISION ANALYSIS: Project Shoal prepared by Greg Pohll, John Tracy, Frank Forsgren submitted to Nevada Operations Office U.S. Department of Energy January 1999 DOE/NV/11508-42 Publication No. 45166 This report was prepared as an account of work sponsored by the United States Government. Neither the United States nor the United States Department of Energy, nor any of their employees, nor any of their contractors, subcontractors or their employees, makes any warranty, express or implied, or

  13. II

    Office of Legacy Management (LM)

    : " + ; . .Z + II . ? 8 . " ~. . . . a a' .; ,. ?> , . ' . : . ., ! , Environmental i r .,' : % , ~ ~ 9 . / ; i.3. -\ ,- I - 'I ' , 2 " .r: 1; . . , ~ . ,&- c . . a , ,, .,I;< . .' , , ? $ ; 1- !'I' . '...~ - .. :, , .I Closure Report for CAU No. 416 1: ' . Project Shoal Area I:' c!';,: .. 7. .. , . ~ 1 I' ,. Controlled Copy No. UNCONTROLLED { -* .. 4'. . 1 " . .. *. *" '.. . . , , ,I +' , ,.f.' I , I" I ', ', ctk;' . , I , '. :C, , I: : , . p . ? .,; . s

  14. TITLE

    Office of Legacy Management (LM)

    SHOAL AREA TRACER TEST EXPERlIMENT prepared by Rosemary Carrolt, Todd Mihevc, Greg Pohll, Brad Lyles, Sean Kosinski and Rich Niswonger submitted to Nevada Operations Office U.S. Department of Energy Las Vegas, Nevada NOVEMBER 2000 Publication No. 45177 Reference herein to any specific commercial pmduct, process, or service by trade name, trademark, mufacturer, or otherw~se, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or

  15. Southwestern Power Administration

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

    8 Meeting 2006 Meeting 2007 Hydropower Meeting The 2007 Regional Hydropower Council and Meeting were hosted by the Vicksburg District of the U.S. Army Corps of Engineers in Vicksburg, Mississippi. Click the links below to view materials from the council and Meeting. June 12, 2007, Council Skip Navigation Links Bull Shoals Switchyard Feeder Repair Hydropower Council Agenda Preliminary FY 2009 Projects Proposed FY 2008 Projects June 13, 2007, Meeting Skip Navigation Links Corps Budget Process

  16. CX-006793: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Provision of Funds to the Confederated Salish and Kootenai Tribes (CSKT) for Purchase of Squeque Lane PropertyCX(s) Applied: B1.25Date: 09/13/2011Location(s): Section Lake County, MontanaOffice(s): Bonneville Power Administration

  17. Triangle Universities Nuclear Laboratory : 2011

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

    Nuclear Data National Nuclear Data Center Chart of Nuclides ENSDF ENDF CNS SAID Program MAID Anlysis Government Agencies DOE Office of Science NSF FastLane Research.gov Grants.gov Professional Organizations American Physical Society Division of Nuclear Physics Useful Links

  18. Second Line of Defense, Megaports Initiative, Operational Testing and Evaluation Plan, Port of Lazaro Cardenas, Mexico

    SciTech Connect (OSTI)

    Hughes, Jamie D.

    2012-05-30

    The purpose of the Operational Testing and Evaluation (OT&E) phases of the project is to prepare for turnover of the Megaports System supplied by U.S. Department of Energy/National Nuclear Security Administration (DOE/NNSA)located at the Export Lanes of the Port of Lazaro Cardenas, Mexicoto the Government of Mexico (GOM).

  19. CX-002032: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Energy Efficiency and Conservation Block Grant: Bike Lane ActivityCX(s) Applied: A11, B5.1Date: 04/20/2010Location(s): San Luis Obispo County, CaliforniaOffice(s): Energy Efficiency and Renewable Energy, Golden Field Office

  20. CX-003086: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Improvement of Access Roads on the Cougar-Thurston Number 1 115-Kilovolt and the Thurston-McKenzie Number 1 115-Kilovolt Transmission LinesCX(s) Applied: B1.3Date: 06/25/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  1. CX-002527: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Provision of funds to McKenzie River Trust for purchase of Big Island Addition (Hunsaker) PropertyCX(s) Applied: B1.25Date: 05/27/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  2. CX-004465: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Provision of funds to The McKenzie River Trust (MRT) for purchase of Melevin PropertyCX(s) Applied: B1.25Date: 11/08/2010Location(s): Lane County, OregonOffice(s): Bonneville Power Administration

  3. Binary Cycle Power Plant | Open Energy Information

    Open Energy Info (EERE)

    8.4e-6 TW 1986 Steamboat Springs Geothermal Area Walker-Lane Transition Zone Steamboat IA Geothermal Facility Ormat 2.95 MW2,950 kW 2,950,000 W 2,950,000,000 mW 0.00295 GW...

  4. NERSC.final.pptx

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

    o f w eak lensing measurements ( e.g. m ul0fit) - Rapid a lgorithm d evelopment f or D ESC * 200 f ocal p lanes ( 1.2TB) i n 2 4 h rs * Once a m onth 2 00K C PU h rs x 3 c...

  5. CX-001030: Categorical Exclusion Determination

    Broader source: Energy.gov [DOE]

    Development of an Autogas Network (Hollow Tree Lane)CX(s) Applied: A9, B2.5, B3.6, B5.1Date: 03/02/2010Location(s): Houston, TexasOffice(s): Energy Efficiency and Renewable Energy, National Energy Technology Laboratory

  6. Management and Analysis of Radiation Portal Monitor Data

    SciTech Connect (OSTI)

    Rowe, Nathan C; Alcala, Scott; Crye, Jason Michael; Lousteau, Angela L

    2014-01-01

    Oak Ridge National Laboratory (ORNL) receives, archives, and analyzes data from radiation portal monitors (RPMs). Over time the amount of data submitted for analysis has grown significantly, and in fiscal year 2013, ORNL received 545 gigabytes of data representing more than 230,000 RPM operating days. This data comes from more than 900 RPMs. ORNL extracts this data into a relational database, which is accessed through a custom software solution called the Desktop Analysis and Reporting Tool (DART). DART is used by data analysts to complete a monthly lane-by-lane review of RPM status. Recently ORNL has begun to extend its data analysis based on program-wide data processing in addition to the lane-by-lane review. Program-wide data processing includes the use of classification algorithms designed to identify RPMs with specific known issues and clustering algorithms intended to identify as-yet-unknown issues or new methods and measures for use in future classification algorithms. This paper provides an overview of the architecture used in the management of this data, performance aspects of the system, and additional requirements and methods used in moving toward an increased program-wide analysis paradigm.

  7. Beam energy evolution of HBT systematics at the AGS

    SciTech Connect (OSTI)

    Best, D.; Ajitanand, N.N.; Alexander, J.M.; Anderson, M.; Brady,F.P.; Case, T.; Caskey, W.; Cebra, D.; Chance, J.L.; Chung, P.; Cole, B.; Crowe, K.; Das, A.C.; Draper, J.E.; Gilkes, M.L.; Gushue, S.; Heffner,M.; Hirsch, A.S.; Hjort, E.L.; Huo, L.; Justice, M.; Kaplan, M.; Keane,D.; Kintner, J.C.; Klay, J.; Krofcheck, D.; Lacey, R.A.; Lisa, M.A.; Liu,H.; Liu, Y.M.; McGrath, R.; Milosevich, Z.; Odyniec, G.; Olson, D.L.; Panitkin, S.Y.; Pinkenburg, C.; Porile, N.T.; Rai, G.; Ritter, H.G.; Romero, J.L.; Scharenberg, R.P.; Schroeder, L.S.; Srivastava, B.; Stone,N.T.B.; Symons, T.J.M.; Wang, S.; Wells, R.; Whitfield, J.; Wienold, T.; Witt, R.; Wood, L.; Yang, X.; Zhang, W.; Zhang, Y.; E895 Collaboration

    1999-07-31

    We present preliminary results of the first pi interferometry (HBT) excitation function at intermediate AGS energies. The beam energy evolution of the correlations' dependence on mr:centrality, and emission angle with respect to the reaction I,lane are discussed. Comparisons with predictions of the RQMD cascade model are made.

  8. Paleosols and carbonate sequence stratigraphy, Carboniferous, S. Kazakstan

    SciTech Connect (OSTI)

    Lehmann, P.J.; Cook, H.E.; Zempolich, W.G.

    1996-12-31

    Carbonate platform facies in the Karatau Mountains of S. Kazakhstan are analogs for coeval oil and gas fields in the N. Caspian Basin, W. Kazakhstan. Understanding the sequence stratigraphy of these analogs is enhanced by the recognition and interpretation of paleosols. Thirty four paleosols subdivide 620 in of Visean-Bashkirian carbonates that span {approx} 30 my. M. and U. Visean strata consists of slope apron to platform margin skeletal/oolitic grainstone subdivided by 15 paleosols, that stack into 5 upward-thinning sequence sets. The U. Visean marks a significant increase in accommodation where shelf lagoon burrowed, skeletal wackestone/packstone shoal upward into skeletal/oncolitic grainstonelpackstone. Here depositional units thicken and are capped by thin peritidal laminates, not paleosols. The Serpukovian has 13 paleosols developed in biostromal open shelf grainstone/packstone and skeletal/oolitic grain shoal complexes. The L. Bashkirian records a major flooding event where lower slope laminates lie only 7 m above three stacked, deeply-rooted paleosols. This section shoals upward into upper slope acid-rich turbidites. Sequence boundaries are marked by 4 burrowed firmgrounds in the lower slope facies and by paleosols in the upper slope facies. Paleosols are characterized by the following: (1) laminated micrite crusts (i.e. Multer crusts), (2) rhizoliths, (3) alveolar texture, (4) brown isopachous and pendant spar, (5) desiccation cracks, (6) glaebules, (7) micritized grains, and (8) tangential needle fibers of calcite. Most rhizoliths and micrite crusts penetrate less than 1 m of strata. The shallow penetration, dark color of the michte crusts and rhizoliths, and common isopachous cements may indicate significant paleosol formation in a humid climate. The repeated occurrence of paleosols on subtidal upper slope, platform margin and platform interior facies strongly suggests a eustatic or glacio-eustatic origin.

  9. Paleosols and carbonate sequence stratigraphy, Carboniferous, S. Kazakstan

    SciTech Connect (OSTI)

    Lehmann, P.J. , Houston, TX ); Cook, H.E. ); Zempolich, W.G. )

    1996-01-01

    Carbonate platform facies in the Karatau Mountains of S. Kazakhstan are analogs for coeval oil and gas fields in the N. Caspian Basin, W. Kazakhstan. Understanding the sequence stratigraphy of these analogs is enhanced by the recognition and interpretation of paleosols. Thirty four paleosols subdivide 620 in of Visean-Bashkirian carbonates that span [approx] 30 my. M. and U. Visean strata consists of slope apron to platform margin skeletal/oolitic grainstone subdivided by 15 paleosols, that stack into 5 upward-thinning sequence sets. The U. Visean marks a significant increase in accommodation where shelf lagoon burrowed, skeletal wackestone/packstone shoal upward into skeletal/oncolitic grainstonelpackstone. Here depositional units thicken and are capped by thin peritidal laminates, not paleosols. The Serpukovian has 13 paleosols developed in biostromal open shelf grainstone/packstone and skeletal/oolitic grain shoal complexes. The L. Bashkirian records a major flooding event where lower slope laminates lie only 7 m above three stacked, deeply-rooted paleosols. This section shoals upward into upper slope acid-rich turbidites. Sequence boundaries are marked by 4 burrowed firmgrounds in the lower slope facies and by paleosols in the upper slope facies. Paleosols are characterized by the following: (1) laminated micrite crusts (i.e. Multer crusts), (2) rhizoliths, (3) alveolar texture, (4) brown isopachous and pendant spar, (5) desiccation cracks, (6) glaebules, (7) micritized grains, and (8) tangential needle fibers of calcite. Most rhizoliths and micrite crusts penetrate less than 1 m of strata. The shallow penetration, dark color of the michte crusts and rhizoliths, and common isopachous cements may indicate significant paleosol formation in a humid climate. The repeated occurrence of paleosols on subtidal upper slope, platform margin and platform interior facies strongly suggests a eustatic or glacio-eustatic origin.

  10. 1

    Office of Legacy Management (LM)

    Monitoring Report Project Shoal Area Subsurface Corrective Action Unit 447 March 2015 Approved for public release; further dissemination unlimited LMS/SHL/S12315 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at http://www.osti.gov/scitech/ Available

  11. Microsoft PowerPoint - Turbine Generator Study 14-06-17

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

    SWPA Engineering Analysis Program Turbine Replacement and Generator p Rewind Lee Beverly- SWL Project Manager D B j h SWT P j t M Dan Brueggenjohann SWT Project Manager Dan Ramirez HDC Technical Lead 19 J 2014 19 June 2014 ® BUILDING STRONG ® US Army Corps of Engineers BUILDING STRONG ® ® Turbine And Generator Engineering Analysis Budget Cost Summary Analysis Budget Cost Summary * Total Analysis Budget for 5 plants- $2,358,000 * Bull Shoals- $455,000 $ , * Norfork- $504,000 * Table Rock $504

  12. Microsoft Word - S07305_FMP

    Office of Legacy Management (LM)

    Fluid Management Plan Subsurface Corrective Action Unit 447 Shoal, Nevada, Site September 2011 Approved for public release; further dissemination unlimited LMS/SHL/S07305 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at http://www.osti.gov/bridge

  13. September 2004 Water Sampling

    Office of Legacy Management (LM)

    Project Shoal, Nevada, Site December 2013 LMS/SHL/S00513 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at http://www.osti.gov/bridge Available for a processing fee to U.S. Department of Energy and its contractors, in paper, from: U.S. Department of

  14. September 2004 Water Sampling

    Office of Legacy Management (LM)

    Shoal, Nevada, Site July 2014 LMS/SHL/S00514 Available for sale to the public from: U.S. Department of Commerce National Technical Information Service 5301 Shawnee Road Alexandria, VA 22312 Telephone: 800.553.6847 Fax: 703.605.6900 E-mail: orders@ntis.gov Online Ordering: http://www.ntis.gov/help/ordermethods.aspx Available electronically at http://www.osti.gov/scitech/ Available for a processing fee to U.S. Department of Energy and its contractors, in paper, from: U.S. Department of Energy

  15. TITLE

    Office of Legacy Management (LM)

    Mi w u United S taies Office of Radiation a ~ d EPA 8 Environmental Protection Indoor Air Dcccmbcr 1999 Q Agency Washington, DC 304hC) EPA-402-R-93-0 12 Q w 0 4 : 0 0 0 4 &€PA Annual Water Samp and Analysis Ca endar Year 1999: RULISON Test Site Area RIO BLANCO Test Site Area FAULTLESS Test Site Area SHOAL Test Site Area GASBUGGY Test Site Area GNOME Test Site Area Annual Water Sampling and Analysis, Calendar Year 1999 RULISON Test Site Area RIO BLANCO Test Site Area FAULTLESS Test Site

  16. Conceptual design assessment for the co-firing of bio-refinery supplied lignin project. Quarterly report, June 23--July 1, 2000

    SciTech Connect (OSTI)

    Berglund, T.; Ranney, J.T.; Babb, C.L.

    2000-07-27

    The Conceptual Design Assessment for the Co-Firing of Bio-Refinery Supplied Lignin Project was successfully kicked off on July 23, 2000 during a meeting at the TVA-PPI facility in Muscle Shoals, AL. An initial timeline for the study was distributed, issues of concern were identified and a priority actions list was developed. Next steps include meeting with NETL to discuss de-watering and lignin fuel testing, the development of the mass balance model and ethanol facility design criteria, providing TVA-Colbert with preliminary lignin fuel analysis and the procurement of representative feed materials for the pilot and bench scale testing of the hydrolysis process.

  17. U32: Vehicle Stability and Dynamics: Longer Combination Vehicles

    SciTech Connect (OSTI)

    Petrolino, Joseph; Spezia, Tony; Arant, Michael; Broshears, Eric; Chitwood, Caleb; Colbert, Jameson; Hathaway, Richard; Keil, Mitch; LaClair, Tim J; Pape, Doug; Patterson, Jim; Pittro, Collin

    2011-01-01

    This study investigated the safety and stability of longer combination vehicles (LCVs), in particular a triple trailer combination behind a commercial tractor, which has more complicated dynamics than the more common tractor in combination with a single semitrailer. The goal was to measure and model the behavior of LCVs in simple maneuvers. Example maneuvers tested and modeled were single and double lane changes, a gradual lane change, and a constant radius curve. In addition to test track data collection and a brief highway test, two computer models of LCVs were developed. One model is based on TruckSim , a lumped parameter model widely used for single semitrailer combinations. The other model was built in Adams software, which more explicitly models the geometry of the components of the vehicle, in terms of compliant structural members. Among other results, the models were able to duplicate the experimentally measured rearward amplification behavior that is characteristic of multi-unit combination vehicles.

  18. Nuclear Science User Facilities (NSUF) Monthly Report March 2015

    SciTech Connect (OSTI)

    Soelberg, Renae

    2015-03-01

    Nuclear Science User Facilities (NSUF) Formerly: Advanced Test Reactor National Scientific User Facility (ATR NSUF) Monthly Report February 2015 Highlights; Jim Cole attended the OECD NEA Expert Group on Innovative Structural Materials meeting in Paris, France; Jim Lane and Doug Copsey of Writers Ink visited PNNL to prepare an article for the NSUF annual report; Brenden Heidrich briefed the Nuclear Energy Advisory Committee-Facilities Subcommittee on the Nuclear Energy Infrastructure Database project and provided them with custom reports for their upcoming visits to Argonne National Laboratory, Idaho National Laboratory, Oak Ridge National Laboratory and the Massachusetts Institute of Technology; and University of California-Berkeley Principal Investigator Mehdi Balooch visited PNNL to observe measurements and help finalize plans for completing the desired suite of analyses. His visit was coordinated to coincide with the visit of Jim Lane and Doug Copsey.

  19. Selected heavy metals and other constituents in soil and stormwater runoff at the Interstate 95 interchange near Atlee, Virginia, April 1993--May 1997

    SciTech Connect (OSTI)

    Speiran, G.K.

    1998-12-31

    Concentrations of the heavy metals copper, lead, and zinc, and other constituents, were measured in soil and runoff before and after construction of a stormwater detention basin at the Interstate 95-State Route 656 interchange near Atlee, VA, from April 1993 through May 1997. The spatial and vertical distribution of heavy metals in soil indicate that the paved traffic lanes of the interstate highway are a source of the metals. Concentrations of the metals in soil decrease with increasing soil depth below the ground surface and with increasing distance from the highway lanes. Of the three metals for which samples were analyzed, lead was generally present at the greatest concentration, and copper was at the lowest concentration in the soil.

  20. Sample collection system for gel electrophoresis

    DOE Patents [OSTI]

    Olivares, Jose A.; Stark, Peter C.; Dunbar, John M.; Hill, Karen K.; Kuske, Cheryl R.; Roybal, Gustavo

    2004-09-21

    An automatic sample collection system for use with an electrophoretic slab gel system is presented. The collection system can be used with a slab gel have one or more lanes. A detector is used to detect particle bands on the slab gel within a detection zone. Such detectors may use a laser to excite fluorescently labeled particles. The fluorescent light emitted from the excited particles is transmitted to low-level light detection electronics. Upon the detection of a particle of interest within the detection zone, a syringe pump is activated, sending a stream of buffer solution across the lane of the slab gel. The buffer solution collects the sample of interest and carries it through a collection port into a sample collection vial.

  1. Variable-Width Datapath for On-Chip Network Static Power Reduction

    SciTech Connect (OSTI)

    Michelogiannakis, George; Shalf, John

    2013-11-13

    With the tight power budgets in modern large-scale chips and the unpredictability of application traffic, on-chip network designers are faced with the dilemma of designing for worst- case bandwidth demands and incurring high static power overheads, or designing for an average traffic pattern and risk degrading performance. This paper proposes adaptive bandwidth networks (ABNs) which divide channels and switches into lanes such that the network provides just the bandwidth necessary in each hop. ABNs also activate input virtual channels (VCs) individually and take advantage of drowsy SRAM cells to eliminate false VC activations. In addition, ABNs readily apply to silicon defect tolerance with just the extra cost for detecting faults. For application traffic, ABNs reduce total power consumption by an average of 45percent with comparable performance compared to single-lane power-gated networks, and 33percent compared to multi-network designs.

  2. Microsoft PowerPoint - Weston-Principles of Decoupling-Florida-August 2008.ppt [Compatibility Mode]

    Energy Savers [EERE]

    Customer-Sited Resources and Utility Profits: Aligning Incentives with Public Policy Goals Aligning Incentives with Public Policy Goals Florida Public Service Commission 7 August 2008 Frederick Weston The Regulatory Assistance Project The Regulatory Assistance Project 110 B Water St. Hallowell, Maine USA 04347 Tel: 207.623.8393 50 State Street, Suite 3 Montpelier, Vermont USA 05602 Tel: 802.223.8199 27 Penny Lane Cedar Crest, New Mexico USA 87008 Tel: 505.286.4486 Fax: 207.623.8369 Fax:

  3. The First Cadmium Enzyme

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

    highlights_banner The First Cadmium Enzyme - Carbonic Anhydrase 2 from the marine diatom Thalassiosira weissflogii Todd W. Lane 1, Mak A. Saito2, Graham N. George3, Ingrid J. Pickering 3, Roger C. Prince4 and François M.M. Morel5 1Biosystems Research Department, Sandia National Labs, Livermore, CA 2Marine Chemistry and Geochemistry Department, Woods Hole Oceanographic Institution, Woods Hole, MA 3Department of Geological Sciences, University of Saskatchewan, Saskatoon, Canada 4ExxonMobil

  4. CX-012586: Categorical Exclusion Determination | Department of Energy

    Office of Environmental Management (EM)

    223: Categorical Exclusion Determination CX-012223: Categorical Exclusion Determination Turtle Flats Property Acquisition Funding CX(s) Applied: B1.25 Date: 06/25/2014 Location(s): Oregon Offices(s): Bonneville Power Administration Bonneville Power Administration (BPA) proposes to fund the Friends of Buford Park and Mt. Pisgah purchase of the Turtle Flats property, a 63.74-acre parcel of land northwest of Eugene in Lane County, Oregon. PDF icon CX-012223.pdf More Documents & Publications

  5. Seismic Line Location Map Hot Pot Project, Humboldt County, Nevada 2010

    Office of Scientific and Technical Information (OSTI)

    (Dataset) | Data Explorer Seismic Line Location Map Hot Pot Project, Humboldt County, Nevada 2010 Title: Seismic Line Location Map Hot Pot Project, Humboldt County, Nevada 2010 Seismic Line Location Map Hot Pot Project, Humboldt County, Nevada 2010. ArcGIS map package containing topographic base map, Township and Range layer, Oski BLM and private leases at time of survey, and locations, with selected shot points, of the five seismic lines. Authors: Michael Lane Publication Date: 2010-01-01

  6. PES-v10

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

    An Embedded Communication Network Simulator for Power Systems Simulations in PSCAD Neda Nasiriani, Roopa Ramachandran,Kaveh Rahimi Yaser P. Fallah, Parviz Famouri Lane Dept. of Computer Science & Electrical Engineering West Virginia University Morgantown, WV, USA Steve Bossart, Keith Dodrill US Department of Energy, National Energy Technology Laboratory (NETL) Morgantown, WV, USA Abstract-The emergence of distributed communication based control schemes in power systems emphasizes the need

  7. iacobellis-98.pdf

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

    Analysis of Cloud-Radiation Interactions Using ARM Observations and a Single-Column Model S. F. Iacobellis, R. C. J. Somerville, D. E. Lane, and J. Berque Scripps Institution of Oceanography University of California San Diego, California Introduction In this study, observations from the Atmospheric Radiation Measurement (ARM) Southern Great Plains' (SGP) site are used to test the realism of results produced by various cloud parameterizations within a single-column model (SCM). The cloud

  8. Novel Materials Preparation & Processing Methodologies | The Ames

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

    Laboratory Novel Materials Preparation & Processing Methodologies Research Personnel Updates Publications Magnetic Memory Moves into the Ultra-Fast Lane Read More Finding the Right Stuff Read More Previous Pause Next Synthesis The growth, control and modification of novel materials in single crystal and polycrystalline form, represent a national core competency that is essential for scientific advancement within and across traditional disciplinary boundaries, and are critical components

  9. ORISE: Graduate Student Research Experiences - Benjamin Snyder

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

    Snyder Graduate student experiences computing in the fast lane Benjamin Snyder Benjamin Snyder, a graduate in geography, is using his stint at the National Energy and Technology Laboratory in Pittsburgh, Pa., to develop his skills in geographic information systems. Using mapping, he helps locate the best sites for natural gas drilling in the Marcellus Shale. Benjamin Snyder eagerly takes his coffee with creamer and just as readily without it. "I did not think I was that hard of a person to

  10. EA-2004: Draft Environmental Assessment | Department of Energy

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

    Draft Environmental Assessment EA-2004: Draft Environmental Assessment The Seneca Nation Wind Turbine Project, Cattaraugus Territory, Erie County, New York The U.S. Department of Energy (DOE) is proposing to authorize the expenditure of federal funding to the Seneca Nation of Indians, to design, permit, and construct up to a 2.0-megawatt wind turbine on Tribal common lands in the Cattaraugus Territory, New York. The turbine would be located near Lucky Lane and Gil Lay Arena. An Environmental

  11. EA-2004: Final Environmental Assessment | Department of Energy

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

    Final Environmental Assessment EA-2004: Final Environmental Assessment The Seneca Nation Wind Turbine Project, Cattaraugus Territory, Erie County, New York The U.S. Department of Energy (DOE) is proposing to authorize the expenditure of federal funding to the Seneca Nation of Indians, to design, permit, and construct up to a 2.0-megawatt wind turbine on Tribal common lands in the Cattaraugus Territory, New York. The turbine would be located near Lucky Lane and Gil Lay Arena. An Environmental

  12. EA-2004: Public Scoping Notice | Department of Energy

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

    2004: Public Scoping Notice EA-2004: Public Scoping Notice The Seneca Nation Wind Turbine Project, Cattaraugus Territory, Erie County, New York The U.S. Department of Energy (DOE) is proposing to authorize the expenditure of federal funding to the Seneca Nation of Indians, to design, permit, and construct a 1.7-megawatt wind turbine on Tribal common lands in the Cattaraugus Territory, New York. The turbine would be located near Lucky Lane and Gil Lay Arena. An Environmental Assessment (EA) will

  13. Coating thickness and coverage effects on the forces between silica

    Office of Scientific and Technical Information (OSTI)

    nanoparticles in water. (Journal Article) | SciTech Connect Coating thickness and coverage effects on the forces between silica nanoparticles in water. Citation Details In-Document Search Title: Coating thickness and coverage effects on the forces between silica nanoparticles in water. Abstract not provided. Authors: Salerno, Kenneth Michael ; Lane, J. Matthew ; Grest, Gary S. ; Ismail, Ahmed E. Publication Date: 2014-01-01 OSTI Identifier: 1140719 Report Number(s): SAND2014-0781J Journal

  14. ARM - Publications: Science Team Meeting Documents

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

    Development of a Stochastic Cloud-Radiation Parameterization Lane, D.E., Rutgers University Twelfth Atmospheric Radiation Measurement (ARM) Science Team Meeting Stochastic radiative transfer modeling has recently been shown to be a promising approach to modeling the domain-averaged shortwave radiation fields that occur in scattered cloud conditions. A parameterization of the stochastic approach to modeling cloud-radiation interactions is being developed using archived data from the Atmospheric

  15. TCM exemptions to promote alternative-fuel vehicles: The good, the bad, and the ugly

    SciTech Connect (OSTI)

    Mintz, M.

    1994-02-01

    This document consists of viewgraphs from a presentation on transportation control measures (TCM) to facilitate the use of alternative-fuel vehicles (AFV). Types of TCMs that pertain to AFV exemptions are: parking fees and restrictions, high occupancy vehicle lanes, fuel taxes, and possibly congestion pricing and time-of-day and day-of-week restrictions. The degree to which these measures will impact AFV production by the year 2010 is predicted.

  16. Microsoft Word - FOI 2010-00205 REQUEST.docx

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

    Administration: Electronic FOIA Request Detail Thank you for your Freedom of Information Act Information Request. Within the next four weeks we will notify you of either how long the search will take to complete or the availability of the information you requested. Name: Brian D. Zeringer Organization: Lane Powell PC Address: 1420 Fifth Avenue, Suite 4100 Seattle, WA 98101 Country: United States Phone Number: 206-223-7073 Fax Number: 206-223-7107 E-mail: zeringerb@lanepowell.com Reasonably

  17. Search for: All records | Data Explorer

    Office of Scientific and Technical Information (OSTI)

    Switch to Detail View for this search DOE Data Explorer Search Results Page 1 of 1 Search for: All records 1 results for: All records Creators/Authors contains: "Michael Lane" × Everything Filters × Filter Search Results Total Results (1 results) Numeric Data (0 results) Genome / Genetics Data (0 results) Interactive Data Maps (0 results) Multimedia (0 results) Animations / Simulations (0 results) Figures / Data Plots (0results) Specialized Mix (0 results) Still Images or Photos ( 1

  18. President Obama Announces More Key Administration Posts | Department of

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

    Energy January 29, 2010 - 12:00am Addthis THE WHITE HOUSE Office of the Press Secretary WASHINGTON - Today, President Barack Obama announced his intent to nominate the following individuals to key administration posts: Jeffrey A. Lane, Assistant Secretary for Congressional and Intergovernmental Affairs, Department of Energy Larry Robinson, Assistant Secretary of Commerce (Conservation and Management), NOAA, Department of Commerce Paul Steven Miller, Governor, Board of Governors of the United

  19. News Item

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

    6 Carbon Nanotubes Move into the Fast Lane Building off of their previous work demonstrating that short carbon nanotubes can make excellent artificial pores within cell membranes, Molecular Foundry users have now shown that carbon nanotubes can transport protons faster than bulk water, by an order of magnitude. What's more, the transport rates in these nanotube pores, which form one-dimensional water wires, also exceed those of biological channels and man-made proton conductors, making carbon

  20. CsBi4Te6: A High-Performance Thermoelectric Material for Low-Temperature

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

    Applications | Energy Frontier Research Centers CsBi4Te6: A High-Performance Thermoelectric Material for Low-Temperature Applications Home Author: D.Y. Chung, T. Hogan, P. Brazis, M. Rocci-Lane, C. Kannawurf, M. Bastea, C. Uher, M. Kanatzidis Year: 2000 Abstract: Thermoelectric (Peltier) heat pumps are capable of refrigerating solid or fluid objects, and unlike conventional vapor compressor systems, they can be miniaturized without loss of efficiency. More efficient thermoelectric materials

  1. EA-2004: The Seneca Nation Wind Turbine Project, Cattaraugus Territory, Erie County, New York

    Broader source: Energy.gov [DOE]

    The U.S. Department of Energy (DOE) is proposing to authorize the expenditure of federal funding to the Seneca Nation of Indians, to design, permit, and construct up to a 2.0-megawatt wind turbine on Tribal common lands in the Cattaraugus Territory, New York. The turbine would be located near Lucky Lane and Gil Lay Arena. An Environmental Assessment (EA) has been prepared by DOE pursuant to the requirements of the National Environmental Policy Act (NEPA).

  2. Mr. Todd Mullins

    Energy Savers [EERE]

    Todd Mullins Department of Energy Portsmouth/Paducah Project Office 1017 Majestic Drive, Suite 200 Lexington, Kentucky 40513 (859) 219-4000 NOV 1 4 1014 Federal Facility Agreement Manager Division of Waste Management Kentucky Department for Environmental Protection 200 Fair Oaks Lane, 2 nd Floor Frankfort, Kentucky 40601 Ms. Jennifer Tufts Federal Facility Agreement Manager U.S. Environmental Protection Agency, Region 4 61 Forsyth Street Atlanta, Georgia 30303 Dear Mr. Mullins and Ms. Tufts:

  3. Mr. Todd Mullins Federal Facility Agreement Manager Kentucky Department for Environmental Protection

    Energy Savers [EERE]

    JUN 1 1 2013 Mr. Todd Mullins Federal Facility Agreement Manager Kentucky Department for Environmental Protection Division of Waste Management 200 Fair Oaks Lane, 2 nd Floor Frankfort, Kentucky 40601 Ms. Jennifer Tufts Federal Facility Agreement Manager U.S. Environmental Protection Agency, Region 4 61 Forsyth Street Atlanta, Georgia 30303 Dear Mr. Mullins and Ms. Tufts: PPPO-02-1813000-13B TRANSMITTAL OF THE COMMUNITY RELATIONS PLAN UNDER THE FEDERAL FACILITY AGREEMENT AT THE U.S. DEPARTMENT OF

  4. Ms. Maggie Owen, Chair

    Office of Environmental Management (EM)

    Todd Mullins Department of Energy Portsmouth/Paducah Project Office 1017 Majestic Drive, Suite 200 Lexington, Kentucky 40513 (859) 219-4000 NOV 1 4 1014 Federal Facility Agreement Manager Division of Waste Management Kentucky Department for Environmental Protection 200 Fair Oaks Lane, 2 nd Floor Frankfort, Kentucky 40601 Ms. Jennifer Tufts Federal Facility Agreement Manager U.S. Environmental Protection Agency, Region 4 61 Forsyth Street Atlanta, Georgia 30303 Dear Mr. Mullins and Ms. Tufts:

  5. Priority arbitration mechanism

    DOE Patents [OSTI]

    Garmire, Derrick L. (Kingston, NY); Herring, Jay R. (Poughkeepsie, NY); Stunkel, Craig B. (Bethel, CT)

    2007-03-06

    A method is provided for selecting a data source for transmission on one of several logical (virtual) lanes embodied in a single physical connection. Lanes are assigned to either a high priority class or to a low priority class. One of six conditions is employed to determine when re-arbitration of lane priorities is desired. When this occurs a next source for transmission is selected based on a the specification of the maximum number of high priority packets that can be sent after a lower priority transmission has been interrupted. Alternatively, a next source for transmission is selected based on a the specification of the maximum number of high priority packets that can be sent while a lower priority packet is waiting. If initialized correctly, the arbiter keeps all of the packets of a high priority packet contiguous, while allowing lower priority packets to be interrupted by the higher priority packets, but not to the point of starvation of the lower priority packets.

  6. The Next Generation of Heavy Ion Sources (447th Brookhaven Lecture)

    SciTech Connect (OSTI)

    Okamura, Masahiro

    2009-03-04

    Imagine if, by staying in your lane when driving on the expressway, you could help fight cancer or provide a new, clean energy source. You would clench the steering wheel with both hands and stay in your lane, right? Unlike driving on the expressway where you intentionally avoid hitting other cars, scientists sometimes work to steer particle beams into head-on collisions with other oncoming particle beams. However, the particles must be kept "in their lanes" for cleaner, more frequent collisions. Some scientists propose starting the whole process by using lasers to heat a fixed target as a way to get particles with higher charge, which are more steerable. These scientists believe the new methods could be used to develop particle beams for killing cancer cells or creating usable energy from fusion. Join Masahiro Okamura of Brookhaven's Collider-Accelerator Department for the 447th Brookhaven Lecture, titled "The Next Generation of Heavy Ion Sources." Okamura will explain how lasers can be used to create plasma, neutral mixtures of positive ions and negative electrons, from different materials, and how using this plasma leads to beams with higher charge states and currents. He will also discuss how this efficient, simpler method of producing particle beams might be used for cancer therapy, to develop new energy sources, or in synchrotrons.

  7. Investigation of Spatial Variation of Sea States Offshore of Humboldt Bay CA Using a Hindcast Model.

    SciTech Connect (OSTI)

    Dallman, Ann Renee; Neary, Vincent Sinclair

    2014-10-01

    Spatial variability of sea states is an important consideration when performing wave resource assessments and wave resource characterization studies for wave energy converter (WEC) test sites and commercial WEC deployments. This report examines the spatial variation of sea states offshore of Humboldt Bay, CA, using the wave model SWAN . The effect of depth and shoaling on bulk wave parameters is well resolved using the model SWAN with a 200 m grid. At this site, the degree of spatial variation of these bulk wave parameters, with shoaling generally perpendicular to the depth contours, is found to depend on the season. The variation in wave height , for example, was higher in the summer due to the wind and wave sheltering from the protruding land on the coastline north of the model domain. Ho wever, the spatial variation within an area of a potential Tier 1 WEC test site at 45 m depth and 1 square nautical mile is almost negligible; at most about 0.1 m in both winter and summer. The six wave characterization parameters recommended by the IEC 6 2600 - 101 TS were compared at several points along a line perpendicular to shore from the WEC test site . As expected, these parameters varied based on depth , but showed very similar seasonal trends.

  8. POC-SCALE TESTING OF OIL AGGLOMERATION TECHNIQUES AND EQUIPMENT FOR FINE COAL PROCESSING

    SciTech Connect (OSTI)

    1998-01-01

    This report covers the technical progress achieved from October 1, 1997 to December 31, 1997 on the POC-Scale Testing of Oil Agglomeration Techniques and Equipment for Fine Coal Processing project. Experimental test procedures and the results related to the processing of coal fines originating from process streams generated at the Shoal Creek Mine preparation plant, owned and operated by the Drummond Company Inc. of Alabama, are described. Two samples of coal fines, namely Cyclone Overflow and Pond Fines were investigated. The batch test results showed that by applying the Aglofloat technology a significant ash removal might be achieved at a very high combustible matter recovery: · for the Cyclone Overflow sample the ash reduction was in the range 50 to 55% at combustible matter recovery about 98% · for the Pond Fines sample the ash reduction was up to 48% at combustible matter recovery up to 85%. Additional tests were carried out with the Alberta origin Luscar Mine coal, which will be used for the parametric studies of agglomeration equipment at the 250 kg/h pilot plant. The Luscar coal is very similar to the Mary Lee Coal Group (processed at Shoal Creek Mine preparation plant) in terms of rank and chemical composition.

  9. Deterministic, Nanoscale Fabrication of Mesoscale Objects

    SciTech Connect (OSTI)

    Jr., R M; Shirk, M; Gilmer, G; Rubenchik, A

    2004-09-24

    Neither LLNL nor any other organization has the capability to perform deterministic fabrication of mm-sized objects with arbitrary, {micro}m-sized, 3-dimensional features with 20-nm-scale accuracy and smoothness. This is particularly true for materials such as high explosives and low-density aerogels. For deterministic fabrication of high energy-density physics (HEDP) targets, it will be necessary both to fabricate features in a wide variety of materials as well as to understand and simulate the fabrication process. We continue to investigate, both in experiment and in modeling, the ablation/surface-modification processes that occur with the use of laser pulses that are near the ablation threshold fluence. During the first two years, we studied ablation of metals, and we used sub-ps laser pulses, because pulses shorter than the electron-phonon relaxation time offered the most precise control of the energy that can be deposited into a metal surface. The use of sub-ps laser pulses also allowed a decoupling of the energy-deposition process from the ensuing movement/ablation of the atoms from the solid, which simplified the modeling. We investigated the ablation of material from copper, gold, and nickel substrates. We combined the power of the 1-D hydrocode ''HYADES'' with the state-of-the-art, 3-D molecular dynamics simulations ''MDCASK'' in our studies. For FY04, we have stretched ourselves to investigate laser ablation of carbon, including chemically-assisted processes. We undertook this research, because the energy deposition that is required to perform direct sublimation of carbon is much higher than that to stimulate the reaction 2C + O{sub 2} => 2CO. Thus, extremely fragile carbon aerogels might survive the chemically-assisted process more readily than ablation via direct laser sublimation. We had planned to start by studying vitreous carbon and move onto carbon aerogels. We were able to obtain flat, high-quality vitreous carbon, which was easy to work on, experimentally and relatively easy to model. We were provided with bulk samples of carbon aerogel by Dr. Joe Satcher, but the shop that would have prepared mounted samples for us was overwhelmed by programmatic assignments. We are pursuing aligned carbon nanotubes, provided to us by colleagues at NASA Ames Research Center, as an alternative to aerogels. Dr. Gilmer started modeling the laser/thermally accelerated reactions of carbon with H{sub 2}, rather than O{sub 2}, due to limited information on equation of state for CO. We have extended our molecular dynamics models of ablation to include carbon in the form of graphite, vitreous carbon, and aerogels. The computer code has features that allow control of temperature, absorption of shock waves, and for the ejection of material from the computational cell. We form vitreous carbon atomic configurations by melting graphite in a microcanonical cell at a temperature of about 5000K. Quenching the molten carbon at a controlled rate of cooling yields material with a structure close to that of the vitreous carbon produced in the laboratory. To represent the aerogel, we have a computer code that connects ''graphite'' rods to randomly placed points in the 3-D computational cell. Ablation simulations yield results for vitreous carbon similar to our previous results with copper, usually involving the transient melting of the material above the threshold energy density. However, some fracturing in the solid regions occurs in this case, but was never observed in copper. These simulations are continuing, together with studies of the reaction of hydrogen with vitreous graphite at high temperatures. These reactions are qualitatively similar to that of oxygen with the carbon atoms at the surface, and the simulations should provide insight into the applicability of the use of chemical reactions to shape the surfaces of aerogels.

  10. GRANULAR-SCALE MAGNETIC FLUX CANCELLATIONS IN THE PHOTOSPHERE

    SciTech Connect (OSTI)

    Kubo, M.; Low, B. C.; Lites, B. W.

    2010-04-01

    We investigate the evolution of five granular-scale magnetic flux cancellations just outside the moat region of a sunspot by using accurate spectropolarimetric measurements and G-band images with the Solar Optical Telescope (SOT) aboard Hinode. The opposite-polarity magnetic elements approach a junction of the intergranular lanes and then collide with each other there. The intergranular junction has strong redshifts, darker intensities than the regular intergranular lanes, and surface converging flows. This clearly confirms that the converging and downward convective motions are essential for the approaching process of the opposite-polarity magnetic elements. However, the motion of the approaching magnetic elements does not always match with their surrounding surface flow patterns in our observations. This suggests that, in addition to the surface flows, subsurface downward convective motions and subsurface magnetic connectivities are important for understanding the approach and collision of the opposite-polarity elements observed in the photosphere. We find that the horizontal magnetic field appears between the canceling opposite-polarity elements in only one event. The horizontal fields are observed along the intergranular lanes with Doppler redshifts. This cancellation is most probably a result of the submergence (retraction) of low-lying photospheric magnetic flux. In the other four events, the horizontal field is not observed between the opposite-polarity elements at any time when they approach and cancel each other. These approaching magnetic elements are more concentrated rather than gradually diffused, and they have nearly vertical fields even while they are in contact each other. We thus infer that the actual flux cancellations are highly time-dependent events at scales less than a pixel of Hinode SOT (about 200 km) near the solar surface.

  11. Impact of Direct Financial Incentives in the Emerging Battery Electric Vehicle Market: A Preliminary Analysis

    Broader source: Energy.gov [DOE]

    This study addresses the question “What is the impact of state-level electric vehicle incentives on electric vehicle adoption?”. It focus on rebates, tax credits, and HOV-lane access for battery electric vehicles (BEVs) but also examines the influence of public BEV charging infrastructure on BEV adoption so far. The analysis uses state-level, temporal variation in BEV incentives to identify variation in BEV registrations through econometric methods. This presentation will review initial findings of the project and gather your feedback on future research needs.

  12. Microsoft PowerPoint - Wayne_Shirley_Decoupling_Mechanics_and_Issues.ppt [Compatibility Mode]

    Energy Savers [EERE]

    Decoupling: Mechanics and Issues Presentation to the New Mexico Public Regulation Commission Energy Efficiency Incentives Workshop July 16-17, 2008 The Regulatory Assistance Project Presented by Wayne Shirley The Regulatory Assistance Project 110 B Water St. Hallowell, Maine USA 04347 Tel: 207.623.8393 50 State Street, Suite 3 Montpelier, Vermont USA 05602 Tel: 802.223.8199 27 Penny Lane Cedar Crest, New Mexico USA 87008 Tel: 505.286.4486 Fax: 207.623.8369 Fax: 802.223.8172 E-Fax: 773.347.1512

  13. Microsoft PowerPoint - Wayne_Shirley_Overview_of_Incentives2008_08_22.ppt [Compatibility Mode]

    Energy Savers [EERE]

    Utility Incentives Presentation to the Kansas Corporation Commission E Effi i I i W k h Energy Efficiency Incentives Workshop August 26, 2008 Presented by The Regulatory Assistance Project Presented by Wayne Shirley The Regulatory Assistance Project 110 B Water St. Hallowell, Maine USA 04347 Tel: 207.623.8393 50 State Street, Suite 3 Montpelier, Vermont USA 05602 Tel: 802.223.8199 27 Penny Lane Cedar Crest, New Mexico USA 87008 Tel: 505.286.4486 Fax: 207.623.8369 Fax: 802.223.8172 E-Fax:

  14. ORDER FOR SUPPLIES OR SERVICES

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

    3 DE-DT0005972 13EM002307 EMCBC U.S. Department of Energy EM Consolidated Business Center 250 E. 5th Street, Suite 500 DEBRA MARKELONIS VISIONARY SOLUTIONS, LLC 2553 QUALITY LANE KNOXVILLE TN 37931 See Schedule 12. F.O.B. POINT Destination 1 Days After Award EMCBC - Carlsbad US Department of Energy Carlsbad Project Office Carlsbad NM 88221 EMCBC - Carlsbad ITEM NO. (a) SUPPLIES OR SERVICES (b) QUANTITY ORDERED (c) UNIT (d) UNIT PRICE (e) AMOUNT (f) QUANTITY ACCEPTED (g) X 2 Destination

  15. East Avenue Truck Inspection Patterson Pass Road Vasco Road

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

    Vasco Road Thunderbird Lane Greenville Road Greenville Road Directions to the Sandia/CA - Visitor Badge Office Interstate 580 - Oakland/San Francisco, Traveling Eastbound * Exit Vasco Road South * Continue traveling South on Vasco Road for 1.1 miles * Turn left onto Patterson Pass Road * Continue traveling East on Patterson Pass Road for 1.2 miles * Turn right onto Greenville Road * Continue traveling South on Greenville Road for 1.1 miles * Turn right onto East Avenue * Follow the road as it

  16. AUTHORS Charles E. Whittle Edward L. Allen Chester L. Cooper

    Office of Scientific and Technical Information (OSTI)

    AUTHORS Charles E. Whittle Edward L. Allen Chester L. Cooper Herbert G. MacPherson Doan L. Phung Alan D. Poole William G. Pollard Ralph M. Rotty Ned L. Treat Alvin M. Weinbecg OTHER CONTRIBUTORS William U. Chandler Alfred M. Perry Frances C. Edmonds David B. Reister James A. Edmonds Ernest G. Silver Harold L. Federow Paul C. Tompkins James A. Lane Eva M. Wike Gregg Marland Leon W. Zelby This document is PUBLICLY RELEASABLE Authorizing C&icial Date: Id/25/11. C W L W ORAU/lEA 76-4 September

  17. Modified SSCP method using sequential electrophoresis of multiple nucleic acid segments

    DOE Patents [OSTI]

    Gatti, Richard A.

    2002-10-01

    The present invention is directed to a method of screening large, complex, polyexonic eukaryotic genes such as the ATM gene for mutations and polymorphisms by an improved version of single strand conformation polymorphism (SSCP) electrophoresis that allows electrophoresis of two or three amplified segments in a single lane. The present invention also is directed to new mutations and polymorphisms in the ATM gene that are useful in performing more accurate screening of human DNA samples for mutations and in distinguishing mutations from polymorphisms, thereby improving the efficiency of automated screening methods.

  18. Methods for detection of ataxia telangiectasia mutations

    DOE Patents [OSTI]

    Gatti, Richard A.

    2005-10-04

    The present invention is directed to a method of screening large, complex, polyexonic eukaryotic genes such as the ATM gene for mutations and polymorphisms by an improved version of single strand conformation polymorphism (SSCP) electrophoresis that allows electrophoresis of two or three amplified segments in a single lane. The present invention also is directed to new mutations and polymorphisms in the ATM gene that are useful in performing more accurate screening of human DNA samples for mutations and in distinguishing mutations from polymorphisms, thereby improving the efficiency of automated screening methods.

  19. TOj

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

    TOj Department of Energy Richland Operations Office P.O. Box 550 TES Richland, Washington 99352 CERTIFIED MAIL NOV 1 2009 Mr. Brian Zeringer Lane Powell, P.C. 1420 Fifth Avenue, Suite 4100 Seattle, Washington 98101 Dear Mr. Zeringer: FREEDOM OF INFORMATION ACT REQUEST (FOI 2010-00205) Pursuant to the Freedom of Information Act, you requested five items regarding the Hanford Site. Each item of your request is re-stated below and is followed by our response: 1 . "Contracts pertaining to sheet

  20. TWC-Transcribed Flipcharts

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

    January 08, 2015 Page 1 of 1 Risk-Based Retrieval  Information Requests: o Risk white paper WRPS/PNNL (clearance reg.) o Retrieval Completion Data o Tank Closure EIS ROD (Hanford.gov; send link to committee) o M4580 Reports (Hanford.gov) o Grand Junction Report Page 1 Waste Management Area C  Working session January 28 th & 29 th , Ecology Building Page 2 Risk Based Retrieval/ WMA C Next Steps  Gather and review technical information  Permitting Process Update  Swim Lane Chart

  1. 3D Tracking at the Nanoscale | The Ames Laboratory

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

    3D Tracking at the Nanoscale A new theory shows that reactivity at catalytic sites inside narrow pores is controlled by how molecules move at the pore openings. Like cars approaching a single lane tunnel from which other cars are emerging, the movement of molecules depends on their distance into the pore; near the ends of the pores, exchange is rapid compared to further into the pores. Dynamics at the openings of these pores controls the penetration of reactants and thus overall conversion to

  2. Microsoft PowerPoint - Morgantown Muncipal Airport to NETL Morgantown Site Directions.ppt [Compatibility Mode]

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

    Morgantown Site from Morgantown Municipal Airport 1. Exit the airport by TURNING RIGHT onto HARTMAN RUN RD. and proceed to first light (US-119). 2. Turn LEFT onto US-119 SOUTH and proceed to next traffic light (WV-705). 3. At light turn RIGHT onto WV-705, proceed in the right lane to 5th traffic light (VAN VOORHIS RD.) 4. Proceed forward through intersection onto BURROUGHS ST. 5 At 3 way stop turn RIGHT onto COLLINS FERRY RD 5. At 3-way stop turn RIGHT onto COLLINS FERRY RD. 6. Proceed 0.5 miles

  3. Highways of hope

    SciTech Connect (OSTI)

    2007-08-15

    It is hoped that through public-private partnerships between Alpha Natural Resources and Pioneer Group and Virginia Department of Transportation, and between one of these coal companies and Buchanan County, Virginia, Industrial Development Authority a four-lane 'highway of hope' between Lovers Gap and Poplar Gap will be paved and a ridge top connector route will eventually be completed to Bull Gap where it will intersect with the Coalfields Expressway and US 460. The town of Grundy is also looking into strip mining coal from beneath the small mountaintop airport at Lovers Gap and turning it into a regional airport. The article discusses these plans. 4 photos.

  4. Microsoft Word - Directions_Transportations.doc

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

    Directions to the Hotel From Pittsburgh International Airport Take 60 South (Pittsburgh) to Interstate 279 North to Exit 5-C. Bear right and continue for approximately one mile. At the second light, turn right onto Carson Street (837). The hotel is approximately 1.5 miles on the left. From East Take Interstate 376 West to the Grant Street Exit (1C). Turn left at the first light onto Fort Pitt Boulevard. Stay in the left lane and go one block to Smithfield Street. Turn left at the light onto the

  5. TITLE

    Office of Legacy Management (LM)

    III IIIIIIIIIIII~IIIIIIIIIIIIII 0001 05 CONTAMINATION ASSESSMENT RE PORT AMCHITKA ISUND ALEUTIAN ISUNDS. A U S K A Contract No. DACWBl-D-0003 Delivery Ordar No. 007 Prepared for: Mr. Dale Betry, Project Manager Engineering Project Management United States Army Corps of Engineers Alaska District Pouch 898 Anchorage, Alaska 99506-0898 ecology . and environment. ine. 1057 WEST FIREWEED LANE. ANCHORAGE. ALASKA 99603. TEL. 1 9 0 1 1 ZS7-5m(l hmmm& S p a d k r s n the Enmonmsm 7 " C W -I

  6. Laboratory to change vehicle traffic-screening regimen at vehicle

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

    inspection station Changes to vehicle traffic-screening Laboratory to change vehicle traffic-screening regimen at vehicle inspection station Lanes two through five will be open 24 hours a day and won't be staffed by a Laboratory protective force officer. September 1, 2009 Los Alamos National Laboratory sits on top of a once-remote mesa in northern New Mexico with the Jemez mountains as a backdrop to research and innovation covering multi-disciplines from bioscience, sustainable energy

  7. EA-417 Tenaska Energia de Mexico - Motion to Intervene from (PUCT).pdf

    Office of Environmental Management (EM)

    4: Draft Environmental Assessment EA-2004: Draft Environmental Assessment The Seneca Nation Wind Turbine Project, Cattaraugus Territory, Erie County, New York The U.S. Department of Energy (DOE) is proposing to authorize the expenditure of federal funding to the Seneca Nation of Indians, to design, permit, and construct up to a 2.0-megawatt wind turbine on Tribal common lands in the Cattaraugus Territory, New York. The turbine would be located near Lucky Lane and Gil Lay Arena. An

  8. Microsoft Word - 11319 Final.doc

    Office of Environmental Management (EM)

    Decoupling: Mechanics and Issues Presentation to the New Mexico Public Regulation Commission Energy Efficiency Incentives Workshop July 16-17, 2008 The Regulatory Assistance Project Presented by Wayne Shirley The Regulatory Assistance Project 110 B Water St. Hallowell, Maine USA 04347 Tel: 207.623.8393 50 State Street, Suite 3 Montpelier, Vermont USA 05602 Tel: 802.223.8199 27 Penny Lane Cedar Crest, New Mexico USA 87008 Tel: 505.286.4486 Fax: 207.623.8369 Fax: 802.223.8172 E-Fax: 773.347.1512

  9. After-hours, weekend changes through East Jemez road vehicle access portal

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

    begin June 18 After-hours, weekend changes through East Jemez Road Vehicle Access Portal After-hours, weekend changes through East Jemez road vehicle access portal begin June 18 All vehicles entering the portal must use center lane number 4. June 15, 2012 Los Alamos National Laboratory sits on top of a once-remote mesa in northern New Mexico with the Jemez mountains as a backdrop to research and innovation covering multi-disciplines from bioscience, sustainable energy sources, to plasma

  10. AreaMapWeb copy

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

    ORNL ETTP CITY OF OAK RIDGE MAP AREA (below) 170 170 62 162 162 62 62 61 61 62 61 95 95 61 61 58 95 62 129 321 411 411 321 321 129 11W 11E 11 70 11 11 70 11 11 70 70 40 40 140 140 40 75 40 40 40 640 640 75 75 75 75 61 62 ALCOA MARYVILLE LENOIR CITY FARRAGUT LOUDON OLIVER SPRINGS OAK RIDGE KNOXVILLE AIRPORT McGhee Tyson Municipal Airport (Knoxville Airport) Route between Knoxville Airport, Downtown Knoxville, and Oak Ridge area Take left lane for I-40 West to Nashville, Chattanooga No. 376A Oak

  11. OTEC energy via methanol production

    SciTech Connect (OSTI)

    Avery, W.H.; Richards, D.; Niemeyer, W.G.; Shoemaker, J.D.

    1983-01-01

    The conceptual design of an 160 MW/sub e/ OTEC plantship has been documented; it is designed to produce 1000 tonne/day of fuel-grade methanol from coal slurry shipped to the plantship, using oxygen and hydrogen from the on-board electrolysis of water. Data and components are used that were derived by Brown and Root Development, Inc. (BARDI) in designing a barge-mounted plant to make methanol from natural gas for Litton Industries and in the design and construction of a coal-to-ammonia demonstration plant in operation at Muscle Shoals, Alabama, for the Tennessee Valley Authority (TVA). The OTEC-methanol plant design is based on the use of the Texaco gasifier and Lurgi synthesis units. The sale price of OTEC methanol delivered to port from this first-of-a-kind plant is estimated to be marginally competitive with methanol from other sources at current market prices.

  12. Results from a pilot cell test of cermet anodes

    SciTech Connect (OSTI)

    Windisch, Jr, C F; Strachan, D M; Henager, Jr, C H; Greenwell, E N; Alcorn, T R

    1992-08-01

    Goal was to develop long-lasting, energy-efficient anodes for Hall-Heroult cells used to produce Al metal. The anodes were made from a ceramic/metal composite consisting of NiO and NiFe{sub 2}O{sub 4} and a Cu/Ni metal phase. Thirteen cermet anodes were tested at Reynolds Metals Co., Muscle Shoals, AL. All anodes corroded severely during the pilot test. Electrolyte components were found deep within the anodes. However, there were many deficiencies in the pilot cell test, mainly the failure to maintain optimal operating conditions. It is concluded that there is a variety of fabrication and operational considerations that need to be addressed carefully in any future testing. 118 figs, 16 tabs, 17 refs.(DLC)

  13. Atlantic Coastal Experiment III: R/V KNORR cruise 68, 4-30 August 1977; FRV ALBATROSS IV cruise 77-07, 1-4, 16-31 August 1977. Data report, volume 1

    SciTech Connect (OSTI)

    Judkins, D.C.; von Bock, K.

    1983-03-01

    Data are reported from KNORR cruise 68, the major investigation of the third Atlantic Coastal Experiment (ACE), conducted during a period of pro-nounced water-column stratification. One hundred fifty-five stations, including 6 time-series sitings, were occupied within the shelf and shelf- break regimes of New York Bight. Measurements were made to assess water-mass characterization, nutrient cycling, carbon/nitrogen assimilation, bio-mass distribution and diel dynamics and benthic/water-column interfacial exchange. Data are also included from the cruise of ALBATROSS IV carried out contemporaneously with the KNORR investigations, in an area ranging from Nantucket Shoals to the upper reaches of the Gulf of Maine. 20 hydrographic stations were used to augment underway mapping in order to elucidate surface-layer chlorophyll and nutrient distributions occurring at an impor-tant boundary of the New York Bight.

  14. Hydro trash rack rake built by Riegel Textile (Engineering Materials)

    SciTech Connect (OSTI)

    Rinehart, B.N.

    1981-11-05

    The Fries, Virginia plant of the Riegel Textile Corporation of Ware Shoals, South Carolina, found it necessary to install a trash rack rake for proper operation of their hydro plant. They put the job out for bid, but when they received bids above budget they decided to build their own rack rake. Mr. Sanford Byrd, plant engineer, put together a design that included use of standard off-the-shelf items and readily available structural steel components. The rake was built by the Fries maintenance personnel for only $50,000. The unit operates hydraulically and runs on a set of tracks placed on the intake canal wall. This unit can be adapted to most low-head hydro projects. The information furnished in this package will allow you to build your own trash rack rake.

  15. Housekeeping category corrective action unit work plan

    SciTech Connect (OSTI)

    1996-08-01

    The purpose of this Corrective Action Unit (CAU) Work Plan is to provide a strategy to be used by the US Department of Energy Nevada Operations Office (DOE/NV), the US Department of Defense (DoD) Defense Special Weapons Agency (DSWA) (formerly the Defense Nuclear Agency), and contractor personnel for conducting corrective actions at the Nevada Test Site (NTS) and Nevada off-site locations including the Tonopah Test Range (TTR), the Project Shoal Area, and the Central Nevada Test Area. This Work Plan applies to housekeeping category CAUs already listed in the Federal Facility Agreement and Consent Order (FFACO) Appendices (FFACO, 1996) as well as newly identified Corrective Action Sites (CASs) that will follow the housekeeping process.

  16. Georgia Shore Assistance Act

    SciTech Connect (OSTI)

    Pendergrast, C.

    1984-01-01

    The Georgia General Assembly passed the Shore Assistance Act in 1979 in order to fill a regulatory gap in the state's management of its coastal resources. A review of its legislative history, purposes, applications, and effects in terms of the sand sharing system of sand dunes, beaches, sandbars, and shoals concludes that the Act is poorly drafted. In its application on the oceanfront, it betrays its intent and protects the oceanfront owner. It has failed to satisfy the requirements of the public trust in the tidal foreshore. Amendments to clarify its understanding of the functions and values of the sand-sharing system should also conform with the state's duties under the public trust. 139 references.

  17. The spiral arms of the Milky Way: The relative location of each different arm tracer within a typical spiral arm width

    SciTech Connect (OSTI)

    Valle, Jacques P., E-mail: jacques.vallee@nrc-cnrc.gc.ca [National Research Council Canada, National Science Infrastructure portfolio, Herzberg Astronomy and Astrophysics, 5071 West Saanich Road, Victoria, B.C., V9E 2E7 (Canada)

    2014-07-01

    From the Sun's location in the Galactic disk, different arm tracers (CO, H I, hot dust, etc.) have been employed to locate a tangent to each spiral arm. Using all various and different observed spiral arm tracers (as published elsewhere), we embark on a new goal, namely the statistical analysis of these published data (data mining) to statistically compute the mean location of each spiral arm tracer. We show for a typical arm cross-cut, a separation of 400 pc between the mid-arm and the dust lane (at the inner edge of the arm, toward the Galactic center). Are some arms major and others minor? Separating arms into two sets, as suggested by some, we find the same arm widths between the two sets. Our interpretation is that we live in a multiple (four-arm) spiral (logarithmic) pattern (around a pitch angle of 12) for the stars and gas in the Milky Way, with a sizable interarm separation (around 3 kpc) at the Sun's location and the same arm width for each arm (near 400 pc from mid-arm to dust lane).

  18. Controlled-Resonant Surface Tapping-Mode Scanning Probe Electrospray Ionization Mass Spectrometry Imaging

    SciTech Connect (OSTI)

    Lorenz, Matthias; Ovchinnikova, Olga S; Kertesz, Vilmos; Van Berkel, Gary J

    2014-01-01

    This paper reports on the advancement of a controlled-resonance surface tapping-mode single capillary liquid junction extraction/ESI emitter for mass spectrometry imaging. The basic instrumental setup and the general operation of the system were discussed and optimized performance metrics were presented. The ability to spot sample, lane scan and chemically image in an automated and controlled fashion were demonstrated. Rapid, automated spot sampling was demonstrated for a variety of compound types including the cationic dye basic blue 7, the oligosaccharide cellopentaose, and the protein equine heart cytochrome c. The system was used for lane scanning and chemical imaging of the cationic dye crystal violet in inked lines on glass and for lipid distributions in mouse brain thin tissue sections. Imaging of the lipids in mouse brain tissue under optimized conditions provided a spatial resolution of approximately 35 m based on the ability to distinguish between features observed both in the optical and mass spectral chemical images. The sampling spatial resolution of this system was comparable to the best resolution that has been reported for other types of atmospheric pressure liquid extraction-based surface sampling/ionization techniques used for mass spectrometry imaging.

  19. Performance of the moving voxel image reconstruction (MVIR) method in the fixed site detection system (FSDS) prototype

    SciTech Connect (OSTI)

    Estep, Robert J.

    2012-05-31

    We have developed a dynamic image reconstruction method called MVIR (Moving Voxel Image Reconstruction) for lane detection in multilane portal monitor systems. MVIR was evaluated for use in the Fixed Site Detection System, a prototype three-lane portal monitor system for EZ-pass toll plazas. As a baseline, we compared MVIR with a static image reconstruction method in analyzing the same real and simulated data sets. Performance was judged by the distributions of image intensities for source and no-source vehicles over many trials as a function of source strength. We found that MVIR produced significantly better results in all cases. The performance difference was greatest at low count rates, where source/no-source distributions were well separated with the MVIR method, allowing reliable source vehicle identification with a low probability of false positive identifications. Static reconstruction of the same data produced overlapping distributions that made source vehicle identification unreliable. The performance of the static method was acceptable at high count rates. Both algorithms reliably identified two strong sources passing through at nearly the same time.

  20. WAVES AS THE SOURCE OF APPARENT TWISTING MOTIONS IN SUNSPOT PENUMBRAE

    SciTech Connect (OSTI)

    Bharti, L.; Cameron, R. H.; Hirzberger, J.; Solanki, S. K.; Rempel, M.

    2012-06-20

    The motion of dark striations across bright filaments in a sunspot penumbra has become an important new diagnostic of convective gas flows in penumbral filaments. The nature of these striations has, however, remained unclear. Here, we present an analysis of small-scale motions in penumbral filaments in both simulations and observations. The simulations, when viewed from above, show fine structure with dark lanes running outward from the dark core of the penumbral filaments. The dark lanes either occur preferentially on one side or alternate between both sides of the filament. We identify this fine structure with transverse (kink) oscillations of the filament, corresponding to a sideways swaying of the filament. These oscillations have periods in the range of 5-7 minutes and propagate outward and downward along the filament. Similar features are found in observed G-band intensity time series of penumbral filaments in a sunspot located near disk center obtained by the Broadband Filter Imager on board the Hinode. We also find that some filaments show dark striations moving to both sides of the filaments. Based on the agreement between simulations and observations we conclude that the motions of these striations are caused by transverse oscillations of the underlying bright filaments.

  1. Handsfree Surface Analysis

    Energy Science and Technology Software Center (OSTI)

    2006-11-01

    The HANDSFREE SURFACE ANALYSIS software code enables unattended analysis of surfaces by desorption electrospray (DESI) and liquid-junction surface sampling probe (SSP) mass spectrometry. The software allows automated lane scanning, imaging (e.g. lane rastering), spot and array sampling, and array scanning methods by controlling the movement of the sample attached to a computer-controlled stage. The software is able to collect, visualize and analyze mass spectrometry data real-time for surface analysis purposes by interacting with mass spectrometrymore » instrumentation software. The software also enables data post processing for imaging and other analytical purposes. The software also contains image analysis approaches to control the sampling capillary-to-surface distance when used with DESI, and for automated formation and real-time reoptimization of the sampling probe-to-surface liquid microjunction when used with SSP. Control of these distances is essential to automated, hands-free operation of a DESI or SSP mass spectrometry system.« less

  2. Worksheet

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

    UTILITY_ID","UTILITY_NAME","TRANSLINE_NO","TERMINAL_LOC_FROM","TERMINAL_LOC_TO","PERCENT_OWNED","LINE_LENGTH","LINE_TYPE","VOLTAGE_TYPE","VOLTAGE_OPERATING","VOLTAGE_DESIGN","CONDUCTOR_SIZE","CONDUCTOR_MAT_TYPE","CONDUCTOR_CONFIG","CIRCUIT_PERSTRUCT_PRES","CIRCUIT_PERSTRUCT_ULT","POLE_TOWER_TYPE","RATED_CAPACITY","LAND_LANDRIGHT_COSTS","POLE_TOWER_FIXTURE_COSTS","CONDUCTOR_DEVICE_COSTS","CONSTRUCTION_ETC_COSTS","TOTAL_LINE_COSTS","IN_SERVICE_DATE" 2003,1015,"Austin City of",1,"Northland","Magnesium Plant",100,4.11,"OH","AC",138,138,795,"ACSR Drake/ACSS Rail","Single",1,2,"Steel & Wood Poles",215,0,17500,8000,19500,45000,"application/vnd.ms-excel" 2003,1015,"Austin City of",2,"Grove","Met Center",100,3.1,"OH","AC",138,138,795,"ASCR Drake","Double",1,1,"Steel Pole",430,0,30000,10000,35000,75000,"application/vnd.ms-excel" 2003,1015,"Austin City of",3,"Dessau","Daffin Gin",100,6.01,"OH","AC",138,138,795,"ASCR Drake","Single",1,1,"Steel Pole",215,0,60000,15000,40000,115000,"application/vnd.ms-excel" 2003,1015,"Austin City of",4,"Burleson","AMD",100,2.2,"OH","AC",138,138,795,"ACR Drake","Double",2,2,"Steel Pole",430,0,75000,55000,120000,250000,"application/vnd.ms-excel" 2003,1015,"Austin City of",5,"Bergstrom","Kingsberry",100,4.2,"OH","AC",138,138,795,"ASCR Drake/AAAC","Single",1,2,"Steel & Wood Poles",215,0,75000,35000,340000,450000,"application/vnd.ms-excel" 2003,1015,"Austin City of",6,"Mcneil","Magnesium Plant",100,3.24,"OH","AC",138,138,795,"ACSR Drake","Double",1,2,"Steel Pole & Steel Tower",430,0,380000,76000,644000,1100000,"application/vnd.ms-excel" 2003,1015,"Austin City of",7,"Summit","Magnesium Plant",100,2.18,"OH","AC",138,138,795,"ACSR Drake","Double",1,2,"Steel Pole & Steel Tower",430,0,265000,125000,410000,800000,"application/vnd.ms-excel" 2003,1307,"Basin Electric Power Coop",1,"Rapid City","New Underwood",65,18.55,"OH","AC",230,230,1272,"ACSR","Single",1,1,"Single Pole, Steel",460,0,0,0,5300000,5300000,"application/vnd.ms-excel" 2003,1586,"Bentonville City of",1,"AEP/SWEPCO","City Substation F",100,1,"OH","AC",161,161,477,"ACSR","Single",1,1,"Wood and Steel Single Pole",199,18000,81522,28082,214516,342120,"application/vnd.ms-excel" 2003,2172,"Brazos Electric Power Coop",1,"Coppell","Lewisville",100,7.03,"OH","AC",138,138,1033,"ACSR","Double",1,1,"Concrete/Steel Single Pole",485,17577.55,2527717,537265.96,956475.39,4039035.9,"application/vnd.ms-excel" 2003,2172,"Brazos Electric Power Coop",2,"Boyd","Newark",100,1.8,"OH","AC",138,138,795,"ACSR","Single",2,2,"Concrete/Steel Single Pole",215,133929.08,538282.3,131112.75,246577.6,1049901.73,"application/vnd.ms-excel" 2003,2172,"Brazos Electric Power Coop",3,"Cedar Hill","Sardis",100,5.1,"OH","AC",138,138,795,"ACSR","Single",1,1,"Concrete Si ngle Ploe",215,24515.26,652910.22,246676.96,560582.43,1484684.87,"application/vnd.ms-excel" 2003,5580,"East Kentucky Power Coop Inc",1,"Jamestown Tap","Jamestown Tap",100,0.47,"OH","AC",161,161,556.5,"ACSR","Single",1,1,"Wood Single Pole",292,43326,160508,68789,0,272623,"application/vnd.ms-excel" 2003,5580,"East Kentucky Power Coop Inc",2,"Pulaski Co. Tap","Pulaski Co. Tap",100,5.88,"OH","AC",161,161,795,"ACSR","Single",1,1,"Wood H-Frame Structure",367,494183,1092462,468198,0,2054843,"application/vnd.ms-excel" 2003,7197,"Georgia Transmission Corp",1,"Shoal Creek","Spout Spring",100,10.83,"OH","AC",230,230,1351,"ACSR","Single",1,1,"Concrete, Single Pole & Steel",602,1277945,1685271,444690,6047603,9455509,"application/vnd.ms-excel" 2003,7197,"Georgia Transmission Corp",2,"Dresden","Yellowdirt",100,9.5,"OH","AC",230,230,795,"ACSR","Double",1,1,"Concrete, Single Pole",866,870826,772876,375515,3649376,5668593,"application/vnd.ms-excel" 2003,7197,"Georgia Transmission Corp",3,"East Moultrie","West Valdosta",100,38.46,"OH","AC",230,230,1622,"ACSR","Single",1,1,"Concrete, Single Pole",596,1191168,2829632,1476802,10279078,15776680,"application/vnd.ms-excel" 2003,7490,"Grand River Dam Authority",1,"Cowskin","Grove PSO",100,4.5,"OH","AC",138,138,795,"ACSR","Single/Twisted",1,1,"Wood Pole",223,287671,135402,156769,880890,1460732,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",1,"BASTROP","AUSTIN",100,0.32,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,9155828,155817297,37044659,47228709,249246493,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",2,"BASTROP","AUSTROP",100,0.32,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",3,"BASTROP","AUSTROP",100,0.32,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",4,"BASTROP","AUSTROP",100,0.32,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",5,"CANYON","SAN MARCOS/LOCKHART",100,0.31,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",6,"CANYON","SAN MARCOS/LOCKHART",100,0.31,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",7,"CANYON","SAN MARCOS/LOCKHART",100,0.31,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",8,"CANYON","SAN MARCOS/LOCKHART",100,0.31,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",9,"CANYON","SAN MARCOS/LOCKHART",100,0.31,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",10,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",11,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",12,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",13,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",14,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",15,"CICO","HELOTES",100,4,"OH","AC",138,138,795,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",16,"LOCKHART","DUMP HILL",100,1.6,"OH","AC",138,138,795,"ACSR","Single",1,1,"Concrete Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",17,"HILL POWER STATION","NUECES BAY",100,17.3,"OH","AC",138,138,795,"ACSR","Double",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",18,"NORTH OAK PARK","LON HILL",100,14.9,"OH","AC",138,138,795,"ACSR","Double",1,1,"Wood Pole",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",19,"STATE HIGHTWAY 80",,100,0.38,"OH","AC",138,138,211.5,"ACSR","Single",1,1,"Wood H-Frame Structure",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",20,"STATE HIGHWAY 80",,100,0.38,"OH","AC",138,138,211.5,"ACSR","Single",1,1,"Wood H-Frame Structure",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",21,"STERLING/MITCHELL LINE","TWINN BUTTES",100,135.08,"OH","AC",345,345,1590,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",22,"VERDE CREEK","KERRVILLE STADIUM",100,0.1,"OH","AC",138,138,336,"ACSR","Double",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",23,"VERDE CREEK","KERRVILLE STADIUM",100,0.1,"OH","AC",138,138,336,"ACSR","Double",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",24,"VERDE CREEK","KERRVILLE STADIUM",100,0.1,"OH","AC",138,138,336,"ACSR","Double",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",25,"VERDE CREEK","KERRVILLE STADIUM",100,0.1,"OH","AC",138,138,336,"ACSR","Double",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",26,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",27,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",28,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",29,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",30,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,11269,"Lower Colorado River Authority",31,"ZORN","MCCARTY LANE",100,4.2,"OH","AC",138,138,1433.6,"ACSR","Single",1,1,"Steel Tower",,0,0,0,0,0,"application/vnd.ms-excel" 2003,15143,"Platte River Power Authority",1,"Rawhide","Timberline West",100,31.63,"OH","AC",230,230,954,"ACSR","Single",2,2,"Steel/Tower & Pole",378,5553,1928767,2385430,251850,4571600,"application/vnd.ms-excel" 2003,15159,"Plymouth City of",1,"Mullet River Sub","Sub # 1",100,0.8,"OH","AC",138,138,336.4,"ACSR","SINGLE",1,1,"Steel Double Pole",33,0,0,0,1492139,1492139,"application/vnd.ms-excel" 2003,16534,"Sacramento Municipal Util Dist",1,"Natomas","Elverta",100,4.3,"OH","AC",230,230,954,"Aluminum","Single",1,1,"Steel Tower",316,0,0,0,0,0,"application/vnd.ms-excel" 2003,17543,"South Carolina Pub Serv Auth",1,"Rainey - Anderson (Duke) #1","Rainey - Anderson (Duke) #1",100,9.51,"OH","AC",230,230,1272,"ACSR","Double",2,2,"Steel / Tower",956,840152,1230361,1207282,22364,3300159,"application/vnd.ms-excel" 2003,17543,"South Carolina Pub Serv Auth",2,"Rainey - Anderson (Duke) #2","Rainey - Anderson (Duke) #2",100,9.51,"OH","AC",230,230,1272,"ACSR","Double",2,2,"Steel / Tower",956,840152,1230361,1207282,22364,3300159,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",1,"West Ringgold","Center Point",100,7.94,"OH","AC",115,230,954,"ASCR","Single",1,2,"Steel Tower",,2086252,5658529,1502763,3053959,12301503,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",2,"NE Johnson City--Erwin 161kV T","Jonesborough 161 kV SS",100,0.28,"OH","AC",161,161,954,"ASCR","Single",1,1,"Steel Tower",,11050,191917,894933,714987,1812887,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",3,"Elizabethton","Pandara-Shouns",100,15.12,"OH","AC",161,161,636,"ASCR","Single",1,1,"Steel Tower",,282232,1797686,537733,2057572,4675223,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",4,"Sullivan","Blountville",100,0.63,"OH","AC",161,161,1590,"ASCR","Single",2,2,"Steel Tower",,547521,1134556,788061,1224067,3694205,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",5,"Pin Hook","Structure E 104A (NES)",100,1.74,"OH","DC",161,161,2034.5,"ASCR","Single",1,2,"Steel Tower",,179775,881877,641976,270782,1974410,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",6,"Dug Gap 115 kV SS","Center Point 230 kV SS",100,4.49,"OH","AC",115,230,954,"ASCR","Single",2,2,"Steel Tower",,3939251,3451555,545558,1026021,8962385,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",7,"Chickamauga-Ridgedale","Hawthorne 161 kV SS",100,2.82,"OH","AC",161,161,1590,"ASCR","Single",2,2,"Steel Tower",,87206,533582,342640,584799,1548227,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",8,"Ft. Loudoun-Elza 161 kV TL","Spallation Neutron Source 161",100,3.92,"OH","AC",161,161,954,"ASCR","Single",1,1,"Steel Tower",,2972,639541,373150,469765,1485428,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",9,"Leake","Sebastapol SW STA 161 kV",100,0.77,"OH","AC",161,161,636,"ASCR","Single",2,2,"Steel Tower",,36158,236368,103374,167311,543211,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",10,"Sebasatpol 161 kV Switching St","Five Point 161 kV Substation",100,0.13,"OH","AC",161,230,954,"ASCR","Single",1,1,"Steel Tower",,917304,1772761,931352,1477668,5099085,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",11,"Structure 170A","Structure 174",100,0.73,"OH","AC",161,161,636,"ASCR","Single",1,1,"Steel Tower",,0,445863,79638,194574,720075,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",12,"Ramer-Hickory Valley 161 kV TL","Middleton 46 kV SS",100,6.81,"OH","AC",161,161,954,"ASCR","Single",1,1,"Steel Tower",,566805,1162854,447607,787813,2965079,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",13,"Lowndes-Miller","Valley View",100,0.46,"OH","AC",500,500,954,"ASCR","Triple",1,2,"Steel Tower",,0,688737,255237,341129,1285103,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",14,"Sweetwater 161 kV SS","Madisonville 161 kV SS",100,8.95,"OH","AC",161,161,954,"ASCR","Single",1,1,"Steel Tower",,1066219,1474937,466681,797814,3805651,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",15,"East Point 500 kV SS","Hanceville 161 kV TL",100,11.25,"OH","AC",161,161,1351.5,"ASCR","Single",1,2,"Steel Tower",,1416513,1442382,606534,1427424,4892853,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",16,"W Cookeville-Crossville 161 kV","W. Crossville SS",100,4.37,"OH","AC",161,161,954,"ASCR","Single",1,2,"Steel Tower",,267463,1112667,651963,964407,2996500,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",17,"East Shelbyville-Unionville","Deason 161 kV SS",100,5.09,"OH","AC",161,161,636,"ASCR","Single",1,1,"Steel Tower",,1071199,931797,430714,320721,2754431,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",18,"Kentucky Hydro","Barkley Hydro",100,2,"OH","AC",161,161,2034.5,"ACSR","Single",1,1,"Steel Tower",,2845,406947,90111,155401,655304,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",19,"MEC Sw Station","Trinity Substation",100,2.9,"OH","AC",161,161,954,"ACSS","Single",2,2,"Steel Tower",,0,604526,474640,608702,1687868,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",20,"Hickory Valley Selmer 161 kV T","North Selmer 161 kV SS",100,4.88,"OH","AC",161,161,636,"ASCR","Single",1,1,"Steel Tower",,357578,632244,368993,899046,2257861,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",21,"Trinity","Morgan Energy Center",100,2.98,"OH","AC",161,161,1590,"ASCR","Single",2,2,"Steel Tower",,7155,647789,386671,513831,1555446,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",22,"MEC","Finley",100,0.61,"OH","AC",161,161,954,"ASCR","Single",1,2,"Steel Tower",,9879,303540,156165,181613,651197,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",23,"Pickwick-South Jackson","Magic Valley",100,1.38,"OH","AC",161,161,954,"ASCR","Single",1,1,"Steel Pole",,78377,284367,113237,237716,713697,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",24,"Wolf Creek-Choctaw 500 kV TL","Reliant French Camp Gener Plt",100,0.11,"OH","AC",500,500,954,"ASCR","Triple",1,2,"Steel Tower",,0,863770,411493,891161,2166424,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",25,"Widows Creek Ft. Payne 161 kV","Flat Rock 161 kV SS",100,2.05,"OH","AC",161,161,397.5,"ASCR","Single",1,1,"Steel Tower",,130460,443384,182965,410228,1167037,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",26,"Volunteer-Cherokee HP 161 kV T","Oakland 161 kV SS",100,0.5,"OH","AC",161,161,1351,"ASCR","Single",1,2,"Steel Tower",,0,159020,71787,133784,364591,"application/vnd.ms-excel" 2003,18642,"Tennessee Valley Authority",27,"Cordell-Hull-Carthage 161 kV","South Carthage 161 kV SS",100,1.68,"OH","AC",161,161,636,"ASCR","Single",1,2,"Steel Tower",,0,209664,102390,256537,568591,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",1,"Arco","Sprectrum",100,5.89,"OH","AC",138,138,336.4,"ACSR","Single",1,1,"Wood Pole",91,37547.56,399750.8,416067.16,0,853365.52,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",2,"Hazel Dell Jct","Hazel Dell",100,3.12,"OH","AC",138,138,795,"ACSR","Single",1,1,"Wood Pole",158,72967.09,417464.37,285659.16,0,776090.62,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",3,"Red River","Tenaska Kiowa Sw",100,75.75,"OH","AC",345,345,795,"ACSR","Single",1,1,"Combination Pole",158,0,0,0,47569327.23,47569327.23,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",4,"Washita Sw","Blue Canyon",100,23.96,"OH","AC",138,138,1590,"ACSR","Single",1,1,"Wood Pole",239,0,0,0,5092171.22,5092171.22,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",5,"Limestone Jct","Limestone",100,0.5,"OH","AC",138,138,336.4,"ACSR","Single",1,1,"Wood Pole",91,25673.08,159253.08,77468.07,0,262394.23,"application/vnd.ms-excel" 2003,20447,"Western Farmers Elec Coop Inc",6,"OGE Sunset Jct","Sunset Corner",100,0.15,"OH","AC",161,161,336.4,"ACSR","Singel",1,1,"Wood Pole",91,0,29315.87,35224.01,0,64539.88,"application/vnd.ms-excel" 2003,27000,"Western Area Power Admin",1,"Shiprock","Four Corners",100,8.2,"OH","AC",345,345,,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",2,"Coolidge","Sundance 1 and 2",100,9.8,"OH","AC",230,230,954,"ASCR",,2,2,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",3,"Structure 96/4","O/Banion 1",100,38,"OH","AC",230,230,,"ASCR",,2,2,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",4,"Mead","Market Place",100,12.9,"OH","AC",525,525,,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",5,"Bears Ears","Craig",100,1,"OH","AC",345,345,,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",6,"Glen Canyon Pumping Plant","Glen Canyon SW Yard",100,1,"OH","AC",345,345,,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",7,"Baker","Bowman",22.96,53.96,"OH","AC",230,230,954,"ASCR",,1,1,"Wood H",,0,0,0,0,0 2003,27000,"Western Area Power Admin",8,"Basin Tap #2","Washburn",100,2.23,"OH","AC",230,230,795,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",9,"Craig","Rifle",100,96,"OH","AC",230,230,1272,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",10,"Garrison","Basin Tap #1",100,20.97,"OH","AC",230,230,795,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",11,"Everta","Roseville",100,13.3,"OH","AC",230,230,,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",12,"Griffith","McConnico",100,8,"OH","AC",230,230,1272,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",13,"McConnico","Peacock",100,29.4,"OH","AC",230,230,795,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",14,"Liberty","Buckeye",100,6.7,"OH","AC",230,230,1272,"ASCR",,2,2,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",15,"Liberty","Parker",100,118.7,"OH","AC",230,230,1272,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",16,"Liberty","Estrella",100,10.8,"OH","AC",230,230,954,"ASCR",,2,2,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",17,"Liberty","Lone Batte",100,38.2,"OH","AC",230,230,954,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",18,"Lone Butte","Sundance",100,38.4,"OH","AC",230,230,954,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",19,"New Waddell","West Wing",100,10.1,"OH","AC",230,230,954,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",20,"South Point","Topock #1",100,6.46,"OH","AC",230,230,1590,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0 2003,27000,"Western Area Power Admin",21,"South Point","Topock #2",100,6.34,"OH","AC",230,230,1590,"ASCR",,1,1,"Steel Lattice",,0,0,0,0,0

  3. As you prepare for your upcoming beam time, please be aware that construction is planned to update SLAC Gate 17 with RFID proximity card access hardware and to change the stairs next to the Security hut to an ADA compliant ramp. Please forward this to your proposal collaborators (and ensure that all users have registered and completed training before they arrive). This construction is scheduled to begin Tuesday 5/28 and be completed by 6/28. During this construction, access to the LCLS and SSRL buildings and experimental facilities will be provided as follows: VEHICLES ONLY THROUGH GATE 17 5/28-6/28 0600-1530 (6 am-3:30 pm) Construction Zone. Only VEHICLE traffic will be allowed access through Gate 17 and flagman will provide traffic control. 1530-1800 (3:30-6:00 pm) Assumes construction will have stopped for the day; both traffic lanes will be open for vehicles. 1800-0600 (6 pm-6 am) As now, Gate 17 will be closed or barricaded overnight. PEDESTRIANS ONLY THROUGH GATE 16 5/28-6/28 The pedestrian turnstile at Gate 16A will not change. The turnstile is available for pedestrian use 24/7 as long as the individual has a valid SLAC ID badge (and there is a guard at Gate 30 to 'buzz' them through). 0700-1600 (6 am-4 pm) Pedestrians who would normally walk through Gate 17 will instead follow the detour to Gate 16 swing gate which will be unlocked and staffed by Security. A valid SLAC ID badge is needed to enter; new users without IDs will be allowed to proceed for check-in and badging after confirmation with the User Research Administration Office (see detour map attached). FYI - After the construction is completed and proximity card readers are fully functional, users and staff will enter Gates 17 and 30 using an activated RFID proximity card. More details to follow.

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

    Building 137 Bldg. 270 CONSTRUCTION IMPACTS PEDESTRIAN AND VEHICLE ACCESS THROUGH SLAC SECURITY GATE 17 ~ May 28-June 28, 2013 The stairs next to the Gate 17 Guard House will be replaced with an ADA compliant ramp; the turnstile and fence at SLAC Gate 17 will be updated with RFID proximity card access hardware. During this construction, access beyond the fence, including the SSRL and LCLS buildings and user facilities will be provided as follows: VEHICLES ONLY THROUGH GATE 17 Security will

  4. As you prepare for your upcoming beam time, please be aware that construction is planned to update SLAC Gate 17 with RFID proximity card access hardware and to change the stairs next to the Security hut to an ADA compliant ramp. Please forward this to your proposal collaborators (and ensure that all users have registered and completed training before they arrive). This construction is scheduled to begin Tuesday 5/28 and be completed by 6/28. During this construction, access to the LCLS and SSRL buildings and experimental facilities will be provided as follows: VEHICLES ONLY THROUGH GATE 17 5/28-6/28 0600-1530 (6 am-3:30 pm) Construction Zone. Only VEHICLE traffic will be allowed access through Gate 17 and flagman will provide traffic control. 1530-1800 (3:30-6:00 pm) Assumes construction will have stopped for the day; both traffic lanes will be open for vehicles. 1800-0600 (6 pm-6 am) As now, Gate 17 will be closed or barricaded overnight. PEDESTRIANS ONLY THROUGH GATE 16 5/28-6/28 The pedestrian turnstile at Gate 16A will not change. The turnstile is available for pedestrian use 24/7 as long as the individual has a valid SLAC ID badge (and there is a guard at Gate 30 to 'buzz' them through). 0700-1600 (6 am-4 pm) Pedestrians who would normally walk through Gate 17 will instead follow the detour to Gate 16 swing gate which will be unlocked and staffed by Security. A valid SLAC ID badge is needed to enter; new users without IDs will be allowed to proceed for check-in and badging after confirmation with the User Research Administration Office (see detour map attached). FYI - After the construction is completed and proximity card readers are fully functional, users and staff will enter Gates 17 and 30 using an activated RFID proximity card. More details to follow.

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

    Automated Proximity Access at Gate 17 and Sector 30 New SLAC ID badges with embedded RFID are used to activate these gates and for off-hours access at the main entrance off Sand Hill Road as well as Alpine Road (gates will be accessible 24/7) . New user badges include this proximity gate activation feature, but older photo IDs need to be updated. Users are advised to register, complete training and contact the User Research Administration (URA) office before arrival for beam time to help

  5. Short range, ultra-wideband radar with high resolution swept range gate

    DOE Patents [OSTI]

    McEwan, Thomas E.

    1998-05-26

    A radar range finder and hidden object locator is based on ultra-wide band radar with a high resolution swept range gate. The device generates an equivalent time amplitude scan with a typical range of 4 inches to 20 feet, and an analog range resolution as limited by a jitter of on the order of 0.01 inches. A differential sampling receiver is employed to effectively eliminate ringing and other aberrations induced in the receiver by the near proximity of the transmit antenna, so a background subtraction is not needed, simplifying the circuitry while improving performance. Uses of the invention include a replacement of ultrasound devices for fluid level sensing, automotive radar, such as cruise control and parking assistance, hidden object location, such as stud and rebar finding. Also, this technology can be used when positioned over a highway lane to collect vehicle count and speed data for traffic control.

  6. TRANSVERSE COMPONENT OF THE MAGNETIC FIELD IN THE SOLAR PHOTOSPHERE OBSERVED BY SUNRISE

    SciTech Connect (OSTI)

    Danilovic, S.; Beeck, B.; Pietarila, A.; Schuessler, M.; Solanki, S. K.; Barthol, P.; Gandorfer, A.; MartInez Pillet, V.; Bonet, J. A.; Domingo, V.; Berkefeld, T.; Schmidt, W.; Knoelker, M.; Title, A. M.

    2010-11-10

    We present the first observations of the transverse component of a photospheric magnetic field acquired by the imaging magnetograph SUNRISE/IMaX. Using an automated detection method, we obtain statistical properties of 4536 features with significant linear polarization signal. We obtain a rate of occurrence of 7 x 10{sup -4} s{sup -1} arcsec{sup -2}, which is 1-2 orders of magnitude larger than the values reported by previous studies. We show that these features have no characteristic size or lifetime. They appear preferentially at granule boundaries with most of them being caught in downflow lanes at some point. Only a small percentage are entirely and constantly embedded in upflows (16%) or downflows (8%).

  7. SUNRISE: INSTRUMENT, MISSION, DATA, AND FIRST RESULTS

    SciTech Connect (OSTI)

    Solanki, S. K.; Barthol, P.; Danilovic, S.; Feller, A.; Gandorfer, A.; Hirzberger, J.; Riethmueller, T. L.; Schuessler, M.; Bonet, J. A.; Pillet, V. MartInez; Domingo, V.; Palacios, J.; Knoelker, M.; Gonzalez, N. Bello; Berkefeld, T.; Franz, M.; Schmidt, W.; Title, A. M.

    2010-11-10

    The SUNRISE balloon-borne solar observatory consists of a 1 m aperture Gregory telescope, a UV filter imager, an imaging vector polarimeter, an image stabilization system, and further infrastructure. The first science flight of SUNRISE yielded high-quality data that revealed the structure, dynamics, and evolution of solar convection, oscillations, and magnetic fields at a resolution of around 100 km in the quiet Sun. After a brief description of instruments and data, the first qualitative results are presented. In contrast to earlier observations, we clearly see granulation at 214 nm. Images in Ca II H display narrow, short-lived dark intergranular lanes between the bright edges of granules. The very small-scale, mixed-polarity internetwork fields are found to be highly dynamic. A significant increase in detectable magnetic flux is found after phase-diversity-related reconstruction of polarization maps, indicating that the polarities are mixed right down to the spatial resolution limit and probably beyond.

  8. Analysis and Annotation of Nucleic Acid Sequence

    SciTech Connect (OSTI)

    States, David J.

    2004-07-28

    The aims of this project were to develop improved methods for computational genome annotation and to apply these methods to improve the annotation of genomic sequence data with a specific focus on human genome sequencing. The project resulted in a substantial body of published work. Notable contributions of this project were the identification of basecalling and lane tracking as error processes in genome sequencing and contributions to improved methods for these steps in genome sequencing. This technology improved the accuracy and throughput of genome sequence analysis. Probabilistic methods for physical map construction were developed. Improved methods for sequence alignment, alternative splicing analysis, promoter identification and NF kappa B response gene prediction were also developed.

  9. Calibration method for video and radiation imagers

    DOE Patents [OSTI]

    Cunningham, Mark F.; Fabris, Lorenzo; Gee, Timothy F.; Goddard, Jr., James S.; Karnowski, Thomas P.; Ziock, Klaus-peter

    2011-07-05

    The relationship between the high energy radiation imager pixel (HERIP) coordinate and real-world x-coordinate is determined by a least square fit between the HERIP x-coordinate and the measured real-world x-coordinates of calibration markers that emit high energy radiation imager and reflect visible light. Upon calibration, a high energy radiation imager pixel position may be determined based on a real-world coordinate of a moving vehicle. Further, a scale parameter for said high energy radiation imager may be determined based on the real-world coordinate. The scale parameter depends on the y-coordinate of the moving vehicle as provided by a visible light camera. The high energy radiation imager may be employed to detect radiation from moving vehicles in multiple lanes, which correspondingly have different distances to the high energy radiation imager.

  10. Short range, ultra-wideband radar with high resolution swept range gate

    DOE Patents [OSTI]

    McEwan, T.E.

    1998-05-26

    A radar range finder and hidden object locator is based on ultra-wide band radar with a high resolution swept range gate. The device generates an equivalent time amplitude scan with a typical range of 4 inches to 20 feet, and an analog range resolution as limited by a jitter of on the order of 0.01 inches. A differential sampling receiver is employed to effectively eliminate ringing and other aberrations induced in the receiver by the near proximity of the transmit antenna, so a background subtraction is not needed, simplifying the circuitry while improving performance. Uses of the invention include a replacement of ultrasound devices for fluid level sensing, automotive radar, such as cruise control and parking assistance, hidden object location, such as stud and rebar finding. Also, this technology can be used when positioned over a highway lane to collect vehicle count and speed data for traffic control. 14 figs.

  11. WRAP low level waste restricted waste management (LLW RWM) glovebox acceptance test report

    SciTech Connect (OSTI)

    Leist, K.J.

    1997-11-24

    On April 22, 1997, the Low Level Waste Restricted Waste Management (LLW RWM) glovebox was tested using acceptance test procedure 13027A-87. Mr. Robert L. Warmenhoven served as test director, Mr. Kendrick Leist acted as test operator and test witness, and Michael Lane provided miscellaneous software support. The primary focus of the glovebox acceptance test was to examine glovebox control system interlocks, operator Interface Unit (OIU) menus, alarms, and messages. Basic drum port and lift table control sequences were demonstrated. OIU menus, messages, and alarm sequences were examined, with few exceptions noted. Barcode testing was bypassed, due to the lack of installed equipment as well as the switch from basic reliance on fixed bar code readers to the enhanced use of portable bar code readers. Bar code testing was completed during performance of the LLW RWM OTP. Mechanical and control deficiencies were documented as Test Exceptions during performance of this Acceptance Test. These items are attached as Appendix A to this report.

  12. CMMAD Usability Case Study in Support of Countermine and Hazard Sensing

    SciTech Connect (OSTI)

    Victor G. Walker; David I. Gertman

    2010-04-01

    During field trials, operator usability data were collected in support of lane clearing missions and hazard sensing for two robot platforms with Robot Intelligence Kernel (RIK) software and sensor scanning payloads onboard. The tests featured autonomous and shared robot autonomy levels where tasking of the robot used a graphical interface featuring mine location and sensor readings. The goal of this work was to provide insights that could be used to further technology development. The efficacy of countermine systems in terms of mobility, search, path planning, detection, and localization were assessed. Findings from objective and subjective operator interaction measures are reviewed along with commentary from soldiers having taken part in the study who strongly endorse the system.

  13. Silver Peak Innovative Exploration Project (Ram Power Inc.)

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Miller, Clay

    2010-01-01

    Data generated from the Silver Peak Innovative Exploration Project, in Esmeralda County, Nevada, encompasses a “deep-circulation (amagmatic)” meteoric-geothermal system circulating beneath basin-fill sediments locally blanketed with travertine in western Clayton Valley (lithium-rich brines from which have been mined for several decades). Spring- and shallow-borehole thermal-water geochemistry and geothermometry suggest that a Silver Peak geothermal reservoir is very likely to attain the temperature range 260- 300oF (~125-150oC), and may reach 300-340oF (~150-170oC) or higher (GeothermEx, Inc., 2006). Results of detailed geologic mapping, structural analysis, and conceptual modeling of the prospect (1) support the GeothermEx (op. cit.) assertion that the Silver Peak prospect has good potential for geothermal-power production; and (2) provide a theoretical geologic framework for further exploration and development of the resource. The Silver Peak prospect is situated in the transtensional (regional shearing coupled with extension) Walker Lane structural belt, and squarely within the late Miocene to Pliocene (11 Ma to ~5 Ma) Silver Peak-Lone Mountain metamorphic core complex (SPCC), a feature that accommodated initial displacement transfer between major right-lateral strike- slip fault zones on opposite sides of the Walker Lane. The SPCC consists essentially of a ductiley-deformed lower plate, or “core,” of Proterozoic metamorphic tectonites and tectonized Mesozoic granitoids separated by a regionally extensive, low-angle detachment fault from an upper plate of severely stretched and fractured structural slices of brittle, Proterozoic to Miocene-age lithologies. From a geothermal perspective, the detachment fault itself and some of the upper-plate structural sheets could function as important, if secondary, subhorizontal thermal-fluid aquifers in a Silver Peak hydrothermal system.

  14. Silver Peak Innovative Exploration Project (Ram Power Inc.)

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Miller, Clay

    2010-01-01

    Data generated from the Silver Peak Innovative Exploration Project, in Esmeralda County, Nevada, encompasses a deep-circulation (amagmatic) meteoric-geothermal system circulating beneath basin-fill sediments locally blanketed with travertine in western Clayton Valley (lithium-rich brines from which have been mined for several decades). Spring- and shallow-borehole thermal-water geochemistry and geothermometry suggest that a Silver Peak geothermal reservoir is very likely to attain the temperature range 260- 300oF (~125-150oC), and may reach 300-340oF (~150-170oC) or higher (GeothermEx, Inc., 2006). Results of detailed geologic mapping, structural analysis, and conceptual modeling of the prospect (1) support the GeothermEx (op. cit.) assertion that the Silver Peak prospect has good potential for geothermal-power production; and (2) provide a theoretical geologic framework for further exploration and development of the resource. The Silver Peak prospect is situated in the transtensional (regional shearing coupled with extension) Walker Lane structural belt, and squarely within the late Miocene to Pliocene (11 Ma to ~5 Ma) Silver Peak-Lone Mountain metamorphic core complex (SPCC), a feature that accommodated initial displacement transfer between major right-lateral strike- slip fault zones on opposite sides of the Walker Lane. The SPCC consists essentially of a ductiley-deformed lower plate, or core, of Proterozoic metamorphic tectonites and tectonized Mesozoic granitoids separated by a regionally extensive, low-angle detachment fault from an upper plate of severely stretched and fractured structural slices of brittle, Proterozoic to Miocene-age lithologies. From a geothermal perspective, the detachment fault itself and some of the upper-plate structural sheets could function as important, if secondary, subhorizontal thermal-fluid aquifers in a Silver Peak hydrothermal system.

  15. Silver Peak Innovative Exploration Project (Ram Power Inc.)

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Miller, Clay

    Data generated from the Silver Peak Innovative Exploration Project, in Esmeralda County, Nevada, encompasses a deep-circulation (amagmatic) meteoric-geothermal system circulating beneath basin-fill sediments locally blanketed with travertine in western Clayton Valley (lithium-rich brines from which have been mined for several decades). Spring- and shallow-borehole thermal-water geochemistry and geothermometry suggest that a Silver Peak geothermal reservoir is very likely to attain the temperature range 260- 300oF (~125-150oC), and may reach 300-340oF (~150-170oC) or higher (GeothermEx, Inc., 2006). Results of detailed geologic mapping, structural analysis, and conceptual modeling of the prospect (1) support the GeothermEx (op. cit.) assertion that the Silver Peak prospect has good potential for geothermal-power production; and (2) provide a theoretical geologic framework for further exploration and development of the resource. The Silver Peak prospect is situated in the transtensional (regional shearing coupled with extension) Walker Lane structural belt, and squarely within the late Miocene to Pliocene (11 Ma to ~5 Ma) Silver Peak-Lone Mountain metamorphic core complex (SPCC), a feature that accommodated initial displacement transfer between major right-lateral strike- slip fault zones on opposite sides of the Walker Lane. The SPCC consists essentially of a ductiley-deformed lower plate, or core, of Proterozoic metamorphic tectonites and tectonized Mesozoic granitoids separated by a regionally extensive, low-angle detachment fault from an upper plate of severely stretched and fractured structural slices of brittle, Proterozoic to Miocene-age lithologies. From a geothermal perspective, the detachment fault itself and some of the upper-plate structural sheets could function as important, if secondary, subhorizontal thermal-fluid aquifers in a Silver Peak hydrothermal system.

  16. Aerial photographic interpretation of lineaments and faults in late cenozoic deposits in the Eastern part of the Benton Range 1:100,000 quadrangle and the Goldfield, Last Chance Range, Beatty, and Death Valley Junction 1:100,000 quadrangles, Nevada and California

    SciTech Connect (OSTI)

    Reheis, M.C.; Noller, J.S.

    1991-09-01

    Lineaments and faults in Quaternary and late Tertiary deposits in the southern part of the Walker Lane are potentially active and form patterns that are anomalous with respect to the typical fault patterns in most of the Great Basin. Little work has been done to identify and characterize these faults, with the exception of those in the Death Valley-Furnace Creek (DVFCFZ) fault system and those in and near the Nevada Test Site. Four maps at a scale of 1:100,000 summarize the existing knowledge about these lineaments and faults based on extensive aerial-photo interpretation, limited field investigations, and published geologic maps. The lineaments and faults in all four maps can be divided geographically into two groups. The first group includes west- to north-trending lineaments and faults associated with the DVFCFZ and with the Pahrump fault zone in the Death Valley Junction quadrangle. The second group consists of north- to east-northeast-trending lineaments and faults in a broad area that lies east of the DVFCFZ and north of the Pahrump fault zone. Preliminary observations of the orientations and sense of slip of the lineaments and faults suggest that the least principle stress direction is west-east in the area of the first group and northwest-southeast in the area of the second group. The DVFCFZ appears to be part of a regional right-lateral strike-slip system. The DVFCFZ steps right, accompanied by normal faulting in an extensional zone, to the northern part of the Walker Lane a the northern end of Fish Lake Valley (Goldfield quadrangle), and appears to step left, accompanied by faulting and folding in a compressional zone, to the Pahrump fault zone in the area of Ash Meadows (Death Valley Junction quadrangle). 25 refs.

  17. Depositional and diagenetic controls on porosity permeability and oil production in McFarland/Magutex (Queen) reservoirs, Andrews County, west Texas

    SciTech Connect (OSTI)

    Holtz, M.H. )

    1991-03-01

    The McFarland/Magutex Queen reservoir complex lies along the northeastern edge of the Central basin platform in the west Texas Permian basin and produces oil from the Permian Queen Formation. Current production from this complex totals 42 million stock-tank barrels (MMSTB) of an estimated 219 MMSTB of original oil in place, with an estimated 90 MMSTB of remaining mobile oil (RMO). The gross pay interval contains two parasequences consisting of progradational, 30-ft-thick, upward-shoaling facies packages. Facies include shoreface, mixed tidal channel and intertidal flat, and supratidal. Elongate shoreface facies are characterized by poorly consolidated, massive to thinly laminated sandstones. The supratidal facies, which act as permeability barriers, are characterized by algal-laminated dolostone and nodular, laminated, and massive anhydrite containing halite and gypsum pseudomorphs. Highest production and the largest amount of the 90 MMSTB of RMO is associated with the shoreface and tidal-channel facies. Bulk pore volume storage capacity and permeability are also highest within these two facies. Sandstones are arkosic, containing anhydrite and dolomite cements. Accessory minerals are clays, authigenic feldspar, and dolomite. Three main pore types are recognized: interparticle, moldic and intraconstituent, and micropores. Moldic and intraconstituent porosity is associated with leached feldspars and anhydrite cement dissolution. Microporosity is associated with syndepositional, grain-coating corrensite, dissolution-enhanced feldspar cleavage planes, and authigenic multifaceted dolomite. Microporosity derived from clays and dolomite is formed preferentially in tidal-channel and intertidal flat facies.

  18. Final environmental impact statement for the Nevada Test Site and off-site locations in the state of Nevada: Mitigation action plan

    SciTech Connect (OSTI)

    1997-02-01

    The DOE Notice of Availability for this environmental impact statement was published in the Federal Register on Friday, October 18, 1996 (61 FR 54437). The final environmental impact statement identifies potential adverse effects resulting from the four use alternatives evaluated and discusses measures that DOE considered for the mitigation of these potential adverse effects. The Secretary of Energy signed the Record of Decision on the management and operation of the Nevada Test Site and other DOE sites in the state of Nevada on December 9, 1996. These decisions will result in the continuation of the multipurpose, multi-program use of the Nevada Test Site, under which DOE will pursue a further diversification of interagency, private industry, and public-education uses while meeting its Defense Program, Waste Management, and Environmental Restoration mission requirements at the Nevada Test Site and other Nevada sites, including the Tonopah Test Range, the Project Shoal Site, the Central Nevada Test Area, and on the Nellis Air Force Range Complex. The Record of Decision also identifies specific mitigation actions beyond the routine day-to-day physical and administrative controls needed for implementation of the decisions. These specific mitigation actions are focused on the transportation of waste and on groundwater availability. This Mitigation Action Plan elaborates on these mitigation commitments.

  19. Assessment of thermal evolution stages and oil-gas migration of carbonate source rocks of early tertiary in eastern Sichuan, China, by organic inclusion analysis

    SciTech Connect (OSTI)

    Shi Jixi; Li Benchao; Fu Jiamo

    1989-03-01

    The Jialinjiang Formation of early Tertiary in Sichuan, China, is a series of limestone and dolomite sediments deposited in a platform shoal environment. The diagenetic sequence and organic inclusions trapped in minerals of 95 samples from 20 drillings have been studied. At the late diagenetic stage, pale yellow organic inclusions consisted of liquid hydrocarbons disseminated in pore-infiltrating dolomite, and the homogeneous temperature of contemporaneous saline liquid inclusions possessing a low gas-liquid ratio was 86/degree/C. This indicates the evolution of the organic matter had gone over the oil generating threshold and oil formation had initiated. In the limestone formed at the late diagenetic stage, more brown-yellow organic inclusions were scattered and/or developed along with fissures, comprising 60-70% liquid hydrocarbons and 30-40% gaseous hydrocarbons. Contemporaneous saline liquid inclusions with gas-liquid ratios of 5-10% had homogeneous temperatures of 90/degree/-130/degree/C. These findings show that the organic material had entered a high evolution stage and oil migration had taken place on a large scale.

  20. Biogeochemistry in Sea Ice: CICE model developments

    SciTech Connect (OSTI)

    Jeffery, Nicole; Hunke, Elizabeth; Elliott, Scott; Turner, Adrian

    2012-06-18

    Polar primary production unfolds in a dynamic sea ice environment, and the interactions of sea ice with ocean support and mediate this production. In spring, for example, fresh melt water contributes to the shoaling of the mixed layer enhancing ice edge blooms. In contrast, sea ice formation in the fall reduces light penetration to the upper ocean slowing primary production in marine waters. Polar biogeochemical modeling studies typically consider these types of ice-ocean interactions. However, sea ice itself is a biogeochemically active medium, contributing a significant and, possibly, essential source of primary production to polar regions in early spring and fall. Here we present numerical simulations using the Los Alamos Sea Ice Model (CICE) with prognostic salinity and sea ice biogeochemistry. This study investigates the relationship between sea ice multiphase physics and sea ice productivity. Of particular emphasis are the processes of gravity drainage, melt water flushing, and snow loading. During sea ice formation, desalination by gravity drainage facilitates nutrient exchange between ocean and ice maintaining ice algal blooms in early spring. Melt water flushing releases ice algae and nutrients to underlying waters limiting ice production. Finally, snow loading, particularly in the Southern Ocean, forces sea ice below the ocean surface driving an upward flow of nutrient rich water into the ice to the benefit of interior and freeboard communities. Incorporating ice microphysics in CICE has given us an important tool for assessing the importance of these processes for polar algal production at global scales.

  1. Model for the formation of longshore sand ridges on the continental shelf

    SciTech Connect (OSTI)

    Restrepo, J.M.; Bona, J.L.

    1994-01-05

    A model is proposed for the formation and evolution of three- dimensional sedimentary structures such as longshore sand ridges on the continental shelf in water deeper than that of the shoaling region. Owing to the striking similarity between the bar spacing and the length scales in which interactions among the most energetic modes of shallow water waves take place, we argue that these bars are formed slowly by flows in the turbulent boundary layer generated by weakly nonlinear, dispersive waves. Hence the model is based on the interaction between surficial, weakly nonlinear shallow water waves, having weak spanwise spatial dependence, and the bottom topography. While such underwater structures are not the result of a single formative agent, it is argued that the mechanism proposed in this study does contribute significantly to their generation and evolution. Comparisons of this model with oceanographic data must wait for sufficient data to become available. In conjunction with developing the sand ridge model, this study proposes new mathematical equations of interest in their own right.

  2. Housekeeping Closure Report for Corrective Action Unit 463: Areas 2, 3, 9, and 25 Housekeeping Waste Sites, Nevada Test Site, Nevada

    SciTech Connect (OSTI)

    U.S. Department of Energy, Nevada Operations Office

    1999-11-24

    The Federal Facility Agreement and Consent Order was entered into by the State of Nevada, U.S. Department of Energy, and U.S. Department of Defense to identify sites of potential historical contamination and implement corrective actions based on public health and environmental considerations. The facilities subject to this agreement include the Nevada Test Site (NTS), parts of the Tonopah Test Range, parts of the Nellis Air Force Range, the Central Nevada Test Area, and the Project Shoal Area. Corrective Action Sites (CASs) are areas potentially requiring corrective actions and may include solid waste management units, individual disposal, or release sites. Based on geography, technical similarity, agency responsibility, or other appropriate reasons, CASs are grouped together into Corrective Action Units (CAUs) for the purposes of determining corrective actions. This report contains the Closure Verification Forms for cleanup activities that were performed at 13 CASs within CAU 463 on the NTS. The Housekeeping Closure Verification Form for each CAS provides the location, directions to the site, general description, and photographs of the site before and after cleanup activities. Housekeeping activities at these sites included removal of debris (e.g., wooden pallets, metal, glass, and trash) and other material. In addition, these forms confirm prior removal of other contaminated materials such as metal drums or buckets, transformers, lead bricks, batteries, and gas cylinders. Based on these activities, no further action is required at these CASs.

  3. Rigless multizone recompletion using a cement packer placed with coiled tubing: A case history

    SciTech Connect (OSTI)

    Nowak, T.W.; Patout, T.S.

    1997-12-01

    Cement packers have been used for some time when reserve estimates have not justified the cost of major rig remedial work. They typically provide a means of zonal isolation of the last reserves in an existing wellbore. The success of these operations has historically been low. This is predominantly because of poor cement bonding in the annulus between the tubing and production casing. Because of the minimal amount of equipment on location and lack of upfront design work involved, most cement packers are doomed to failure before they are even placed. Cement packers have been placed using a large number of methods. In the Ship Shoal 181 field, Well B-4 would not economically justify a major rig workover, even though there were several uphole gas sands capable of producing in this well. With proper upfront planning and design, it would be economical; however, all these reserves could be produced in a through-tubing process using a cement packer. This case history presents a refined look at existing technology involving placement of a cement packer and reviews problems common to cement-packer completions, including a case history. Solutions are also discussed for successfully completing and recovering reserves from not one but several remaining gas intervals. This paper reviews the design considerations and precautions, along with the production results and economics, for placing what is believed to be the largest cement packer placed through coiled tubing.

  4. A harmonic polynomial cell (HPC) method for 3D Laplace equation with application in marine hydrodynamics

    SciTech Connect (OSTI)

    Shao, Yan-Lin Faltinsen, Odd M.

    2014-10-01

    We propose a new efficient and accurate numerical method based on harmonic polynomials to solve boundary value problems governed by 3D Laplace equation. The computational domain is discretized by overlapping cells. Within each cell, the velocity potential is represented by the linear superposition of a complete set of harmonic polynomials, which are the elementary solutions of Laplace equation. By its definition, the method is named as Harmonic Polynomial Cell (HPC) method. The characteristics of the accuracy and efficiency of the HPC method are demonstrated by studying analytical cases. Comparisons will be made with some other existing boundary element based methods, e.g. Quadratic Boundary Element Method (QBEM) and the Fast Multipole Accelerated QBEM (FMA-QBEM) and a fourth order Finite Difference Method (FDM). To demonstrate the applications of the method, it is applied to some studies relevant for marine hydrodynamics. Sloshing in 3D rectangular tanks, a fully-nonlinear numerical wave tank, fully-nonlinear wave focusing on a semi-circular shoal, and the nonlinear wave diffraction of a bottom-mounted cylinder in regular waves are studied. The comparisons with the experimental results and other numerical results are all in satisfactory agreement, indicating that the present HPC method is a promising method in solving potential-flow problems. The underlying procedure of the HPC method could also be useful in other fields than marine hydrodynamics involved with solving Laplace equation.

  5. The development and deployment of a ground-based, laser-induced fluorescence instrument for the in situ detection of iodine monoxide radicals

    SciTech Connect (OSTI)

    Thurlow, M. E. Hannun, R. A.; Lapson, L. B.; Anderson, J. G.; Co, D. T.; Argonne-Northwestern Solar Energy Research Center and Department of Chemistry, Northwestern University, 2145 Sheridan Road, Evanston, Illinois 60208-3113 ; O'Brien, A. S.; Department of Civil and Environmental Engineering, Princeton University, Princeton, New Jersey 08544 ; Hanisco, T. F.; NASA Goddard Space Flight Center, Code 614, Greenbelt, Maryland 20771

    2014-04-15

    High abundances of iodine monoxide (IO) are known to exist and to participate in local photochemistry of the marine boundary layer. Of particular interest are the roles IO plays in the formation of new particles in coastal marine environments and in depletion episodes of ozone and mercury in the Arctic polar spring. This paper describes a ground-based instrument that measures IO at mixing ratios less than one part in 10{sup 12}. The IO radical is measured by detecting laser-induced fluorescence at wavelengths longer that 500 nm. Tunable visible light is used to pump the A{sup 2}Π{sub 3/2} (v{sup ′} = 2) ← X{sup 2}Π{sub 3/2} (v{sup ″} = 0) transition of IO near 445 nm. The laser light is produced by a solid-state, Nd:YAG-pumped Ti:Sapphire laser at 5 kHz repetition rate. The laser-induced fluorescence instrument performs reliably with very high signal-to-noise ratios (>10) achieved in short integration times (<1 min). The observations from a validation deployment to the Shoals Marine Lab on Appledore Island, ME are presented and are broadly consistent with in situ observations from European Coastal Sites. Mixing ratios ranged from the instrumental detection limit (<1 pptv) to 10 pptv. These data represent the first in situ point measurements of IO in North America.

  6. Marine carbonate embayment system in an Eolian dune terrain, Permian Upper Minnelusa Formation, Rozet Area, Powder River Basin, Wyoming

    SciTech Connect (OSTI)

    Achauer, C.W.

    1987-05-01

    The eolian origin for Minnelusa sandstones has been stressed in numerous published articles. However, the dolomites that are interbedded with the eolian sandstones have received little attention. Isopach mapping of one of the dolomite units (Dolomite I) reflects a marine embayment system whose individual embayments range from 1/2 to 1 mi in width and trend primarily in a northwest direction. Consistently the embayment dolomites pinch out against the flanks of reworked, low relief, broad, eolian dune ridges. So far, 108 mi/sup 2/ of the Dolomite I marine embayment system have been mapped, but the overall extent of the system is undoubtedly much greater. Dolomite I is rarely cored, but cores from stratigraphically higher embayment dolomites in the upper Minnelusa show that these dolomites display the following, shoaling-upward sequence: (1) subtidal, sparingly fossiliferous dolomite; (2) intertidal, algal-laminated or brecciated or mud-cracked dolomite; and (3) very thin, supratidal, nodular anhydrite. The embayments, therefore, became the sites of marine sabkhas located between eolian dunes. Two main conclusions emerge from this study: (1) the juxtaposition of eolian sandstones and marine dolomites in a tectonically stable area suggests that eustatic sea level changes and a very arid climate were responsible for the marked environmental and lithologic changes observed in the upper Minnelusa, and (2) arid, coastal, evaporitic sabkhas bordered by eolian dunes are known from a number of modern and ancient cases, but marine carbonate embayments and associated evaporitic sabkhas that penetrate deeply into eolian sandstone terrains are rare.

  7. Regional Slip Tendency Analysis of the Great Basin Region

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Faulds, James E.

    - The resulting along?fault and fault?to?fault variation in slip or dilation potential is a proxy for along fault and fault?to?fault variation in fluid flow conduit potential. Stress Magnitudes and directions were calculated across the entire Great Basin. Stress field variation within each focus area was approximated based on regional published data and the world stress database (Hickman et al., 2000; Hickman et al., 1998 Robertson?Tait et al., 2004; Hickman and Davatzes, 2010; Davatzes and Hickman, 2006; Blake and Davatzes 2011; Blake and Davatzes, 2012; Moeck et al., 2010; Moos and Ronne, 2010 and Reinecker et al., 2005). The minimum horizontal stress direction (Shmin) was contoured, and spatial bins with common Shmin directions were calculated. Based on this technique, we subdivided the Great Basin into nine regions (Shmin <070, 070140). Slip and dilation tendency were calculated using 3DStress for the faults within each region using the mean Shmin for the region. Shmin variation throughout Great Basin are shown on Figure 3. For faults within the Great Basin proper, we applied a normal faulting stress regime, where the vertical stress (sv) is larger than the maximum horizontal stress (shmax), which is larger than the minimum horizontal stress (sv>shmax>shmin). Based on visual inspection of the limited stress magnitude data in the Great Basin, we used magnitudes such that shmin/shmax = .527 and shmin/sv= .46. These values are consistent with stress magnitude data at both Dixie Valley (Hickman et al., 2000) and Yucca Mountain (Stock et al., 1985). For faults within the Walker Lane/Eastern California Shear Zone, we applied a strike?slip faulting stress, where shmax > sv > shmin. Upon visual inspection of limited stress magnitude data from the Walker Lane and Eastern California Shear zone, we chose values such that SHmin/SHmax = .46 and Shmin/Sv= .527 representative of the region. Results: The results of our slip and dilation tendency analysis are shown in Figures 4 (dilation tendency), 5 (slip tendency) and 6 (slip tendency + dilation tendency). Shmin varies from northwest to east?west trending throughout much of the Great Basin. As such, north? to northeast?striking faults have the highest tendency to slip and to dilate, depending on the local trend of shmin. These results provide a first order filter on faults and fault systems in the Great Basin, affording focusing of local?scale exploration efforts for blind or hidden geothermal resources.

  8. Regional Slip Tendency Analysis of the Great Basin Region

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Faulds, James E.

    2013-09-30

    - The resulting along‐fault and fault‐to‐fault variation in slip or dilation potential is a proxy for along fault and fault‐to‐fault variation in fluid flow conduit potential. Stress Magnitudes and directions were calculated across the entire Great Basin. Stress field variation within each focus area was approximated based on regional published data and the world stress database (Hickman et al., 2000; Hickman et al., 1998 Robertson‐Tait et al., 2004; Hickman and Davatzes, 2010; Davatzes and Hickman, 2006; Blake and Davatzes 2011; Blake and Davatzes, 2012; Moeck et al., 2010; Moos and Ronne, 2010 and Reinecker et al., 2005). The minimum horizontal stress direction (Shmin) was contoured, and spatial bins with common Shmin directions were calculated. Based on this technique, we subdivided the Great Basin into nine regions (Shmin <070, 070140). Slip and dilation tendency were calculated using 3DStress for the faults within each region using the mean Shmin for the region. Shmin variation throughout Great Basin are shown on Figure 3. For faults within the Great Basin proper, we applied a normal faulting stress regime, where the vertical stress (sv) is larger than the maximum horizontal stress (shmax), which is larger than the minimum horizontal stress (sv>shmax>shmin). Based on visual inspection of the limited stress magnitude data in the Great Basin, we used magnitudes such that shmin/shmax = .527 and shmin/sv= .46. These values are consistent with stress magnitude data at both Dixie Valley (Hickman et al., 2000) and Yucca Mountain (Stock et al., 1985). For faults within the Walker Lane/Eastern California Shear Zone, we applied a strike‐slip faulting stress, where shmax > sv > shmin. Upon visual inspection of limited stress magnitude data from the Walker Lane and Eastern California Shear zone, we chose values such that SHmin/SHmax = .46 and Shmin/Sv= .527 representative of the region. Results: The results of our slip and dilation tendency analysis are shown in Figures 4 (dilation tendency), 5 (slip tendency) and 6 (slip tendency + dilation tendency). Shmin varies from northwest to east‐west trending throughout much of the Great Basin. As such, north‐ to northeast‐striking faults have the highest tendency to slip and to dilate, depending on the local trend of shmin. These results provide a first order filter on faults and fault systems in the Great Basin, affording focusing of local‐scale exploration efforts for blind or hidden geothermal resources.

  9. Demonstration Assessment of Light-Emitting Diode (LED) Roadway Lighting at the I-35W Bridge, Minneapolis, MN

    SciTech Connect (OSTI)

    Kinzey, Bruce R.; Myer, Michael

    2009-08-31

    This report describes the process and results of a demonstration of solid-state lighting (SSL) technology conducted in 2009 at the recently reconstructed I-35W bridge in Minneapolis, MN. The project was supported under the U.S. Department of Energy (DOE) Solid-State Lighting GATEWAY Technology Demonstration Program. Other participants in the demonstration project included the Minnesota Department of Transportation (Mn/DOT), Federal Highways Administration (FHWA), and BetaLED™ (a division of Ruud Lighting). Pacific Northwest National Laboratory (PNNL) conducted the measurements and analysis of the results. DOE has implemented a three-year evaluation of the LED luminaires in this installation in order to develop new longitudinal field data on LED performance in a challenging, real-world environment. This document provides information through the initial phase of the I-35W bridge project, up to and including the opening of the bridge to the public and the initial feedback received on the LED lighting installation from bridge users. Initial findings of the evaluation are favorable, with minimum energy savings level of 13% for the LED installation relative to the simulated base case using 250W high-pressure sodium (HPS) fixtures. The LEDs had an average illuminance level of 0.91 foot candles compared to 1.29 fc for the HPS lamps. The LED luminaires cost $38,000 more than HPS lamps, yielding a lengthy payback period, however the bridge contractor had offered to include the LED luminaires as part of the construction package at no additional cost. One potentially significant benefit of the LEDs in this installation is avoiding rolling lane closures on the heavily-traveled interstate bridge for the purpose of relamping the HPS fixtures. Rolling lane closures involve multiple crew members and various maintenance and safety vehicles, diversion of traffic, as well as related administrative tasks (e.g., approvals, scheduling, etc.). Mn/DOT records show an average cost of relamping fixtures along interstate roadways of between $130-150 per pole. The previous bridge saw a lamp mortality rate of approximately 50% every two years, though the new bridge was designed to minimize many of the vibration issues. A voluntary Web-based feedback survey of nearly 500 self-described bridge users showed strong preference for the LED lighting - positive comments outnumbered negative ones by about five-to-one.

  10. Regional Slip Tendency Analysis of the Great Basin Region

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Faulds, James E.

    2013-09-30

    - The resulting along?fault and fault?to?fault variation in slip or dilation potential is a proxy for along fault and fault?to?fault variation in fluid flow conduit potential. Stress Magnitudes and directions were calculated across the entire Great Basin. Stress field variation within each focus area was approximated based on regional published data and the world stress database (Hickman et al., 2000; Hickman et al., 1998 Robertson?Tait et al., 2004; Hickman and Davatzes, 2010; Davatzes and Hickman, 2006; Blake and Davatzes 2011; Blake and Davatzes, 2012; Moeck et al., 2010; Moos and Ronne, 2010 and Reinecker et al., 2005). The minimum horizontal stress direction (Shmin) was contoured, and spatial bins with common Shmin directions were calculated. Based on this technique, we subdivided the Great Basin into nine regions (Shmin <070, 070140). Slip and dilation tendency were calculated using 3DStress for the faults within each region using the mean Shmin for the region. Shmin variation throughout Great Basin are shown on Figure 3. For faults within the Great Basin proper, we applied a normal faulting stress regime, where the vertical stress (sv) is larger than the maximum horizontal stress (shmax), which is larger than the minimum horizontal stress (sv>shmax>shmin). Based on visual inspection of the limited stress magnitude data in the Great Basin, we used magnitudes such that shmin/shmax = .527 and shmin/sv= .46. These values are consistent with stress magnitude data at both Dixie Valley (Hickman et al., 2000) and Yucca Mountain (Stock et al., 1985). For faults within the Walker Lane/Eastern California Shear Zone, we applied a strike?slip faulting stress, where shmax > sv > shmin. Upon visual inspection of limited stress magnitude data from the Walker Lane and Eastern California Shear zone, we chose values such that SHmin/SHmax = .46 and Shmin/Sv= .527 representative of the region. Results: The results of our slip and dilation tendency analysis are shown in Figures 4 (dilation tendency), 5 (slip tendency) and 6 (slip tendency + dilation tendency). Shmin varies from northwest to east?west trending throughout much of the Great Basin. As such, north? to northeast?striking faults have the highest tendency to slip and to dilate, depending on the local trend of shmin. These results provide a first order filter on faults and fault systems in the Great Basin, affording focusing of local?scale exploration efforts for blind or hidden geothermal resources.

  11. Demonstration Assessment of LED Roadway Lighting: NE Cully Boulevard Portland, OR

    SciTech Connect (OSTI)

    Royer, Michael P.; Poplawski, Michael E.; Tuenge, Jason R.

    2012-06-29

    A new roadway lighting demonstration project was initiated in late 2010, which was planned in conjunction with other upgrades to NE Cully Boulevard, a residential collector road in the northeast area of Portland, OR. With the NE Cully Boulevard project, the Portland Bureau of Transportation hoped to demonstrate different light source technologies and different luminaires side-by-side. This report documents the initial performance of six different newly installed luminaires, including three LED products, one induction product, one ceramic metal halide product, and one high-pressure sodium (HPS) product that represented the baseline solution. It includes reported, calculated, and measured performance; evaluates the economic feasibility of each of the alternative luminaires; and documents user feedback collected from a group of local Illuminating Engineering Society (IES) members that toured the site. This report does not contain any long-term performance evaluations or laboratory measurements of luminaire performance. Although not all of the installed products performed equally, the alternative luminaires generally offered higher efficacy, more appropriate luminous intensity distributions, and favorable color quality when compared to the baseline HPS luminaire. However, some products did not provide sufficient illumination to all areas—vehicular drive lanes, bicycle lanes, and sidewalks—or would likely fail to meet design criteria over the life of the installation due to expected depreciation in lumen output. While the overall performance of the alternative luminaires was generally better than the baseline HPS luminaire, cost remains a significant barrier to widespread adoption. Based on the cost of the small quantity of luminaires purchased for this demonstration, the shortest calculated payback period for one of the alternative luminaire types was 17.3 years. The luminaire prices were notably higher than typical prices for currently available luminaires purchased in larger quantities. At prices that are more typical, the payback would be less than 10 years. In addition to the demonstration luminaires, a networked control system was installed for additional evaluation and demonstration purposes. The capability of control system to measure luminaire input power was explored in this study. A more exhaustive demonstration and evaluation of the control system will be the subject of future GATEWAY report(s).

  12. Understanding the El Niño-like Oceanic Response in the Tropical Pacific to Global Warming

    SciTech Connect (OSTI)

    Luo, Yiyong; Lu, Jian; Liu, Fukai; Liu, Wei

    2015-10-10

    The enhanced central and eastern Pacific SST warming and the associated ocean processes under global warming are investigated using the ocean component of the Community Earth System Model (CESM), Parallel Ocean Program version 2 (POP2). The tropical SST warming pattern in the coupled CESM can be faithfully reproduced by the POP2 forced with surface fluxes computed using the aerodynamic bulk formula. By prescribing the wind stress and/or wind speed through the bulk formula, the effects of wind stress change and/or the wind-evaporation-SST (WES) feedback are isolated and their linearity is evaluated in this ocean-alone setting. Result shows that, although the weakening of the equatorial easterlies contributes positively to the El Niño-like SST warming, 80% of which can be simulated by the POP2 without considering the effects of wind change in both mechanical and thermodynamic fluxes. This result points to the importance of the air-sea thermal interaction and the relative feebleness of the ocean dynamical process in the El Niño-like equatorial Pacific SST response to global warming. On the other hand, the wind stress change is found to play a dominant role in the oceanic response in the tropical Pacific, accounting for most of the changes in the equatorial ocean current system and thermal structures, including the weakening of the surface westward currents, the enhancement of the near-surface stratification and the shoaling of the equatorial thermocline. Interestingly, greenhouse gas warming in the absence of wind stress change and WES feedback also contributes substantially to the changes at the subsurface equatorial Pacific. Further, this warming impact can be largely replicated by an idealized ocean experiment forced by a uniform surface heat flux, whereby, arguably, a purest form of oceanic dynamical thermostat is revealed.

  13. Complex facies relationships and regional stratigraphy of the Mississippian Ste. Genevieve, Paoli, and Aux Vases Formations, Illinois basin: A major hydrocarbon-producing interval

    SciTech Connect (OSTI)

    Cole, R.D.; Nelson, W.J. )

    1993-03-01

    The Mississippian Ste. Genevieve and Paoli Limestones and sandstones of the Aux Vases Formation are lateral facies of one another. This interpretation is based on comprehensive investigations of outcrops, and selected cores, samples of well cuttings, and geophysical logs conducted over a period of four years. Both units exhibit similar sedimentological characteristics and represent open marine, shallow subtidal, and intertidal environments. The presence of low-angle cross-laminae, ripple- and plane-laminae, climbing ripples, and ooid shoals suggest most deposition occurred under low energy conditions. Lenticular, channel-like scour and fill structures that contain both fine-grained quartz sand and abraded, disarticulated fossil fragments indicate localized higher energy deposition. The authors studies indicate that siliciclastic vs. carbonate deposition was controlled strictly by available sediment, and not by regressive (siliciclastic) and transgressive (carbonate) events, as inferred by previous workers. This conclusion is based on lateral facies relationships, and the supplanting of carbonates by clastics occurring in the upper part of the Ste. Genevieve through the middle part of the Paoli. The Aux Vases is thickest, coarsest, and least mature in the northwestern part of the Illinois Basin, and pinches out to the southeast. This implies a northwesterly source for clastics, perhaps the Transcontinental Arch. After early Chesterian time, the Transcontinental Arch apparently supplied little or no sediment to any flanking basin. The Ste. Genevieve, Paoli, and Aux Vases are major oil-producing units in the Illinois Basin. New understanding of regional relationships should enhance exploratory success and improve recovery from established fields.

  14. Little Knife field - US Williston basin

    SciTech Connect (OSTI)

    Wittstrom, M.D.; Lindsay, R.F. )

    1991-03-01

    Little Knife field is a combination structural and stratigraphic trap located near the structural center of the Williston basin, North Dakota. The field is approximately 12 mi (19.3 km) long and 2.5 to 5.5 mi (4 to 8.9 km) wide. Little Knife was discovered by Gulf Oil in 1976 as part of a regional exploration play involving a transition from impermeable to porous carbonate rocks. In 1987, ultimate recovery from the Mission Canyon (Mississippian) reservoir was estimated to be 97.5 MMBO. This included 57.5 MMBO primary, 27 MMBO secondary, and 13 MMBO tertiary (CO{sub 2}) oil. At present the field is still under primary recovery, since utilization efforts have not been successful. Approximately one-third of Little Knife's 130 ft (39.6 m) oil column is trapped by structural closure beneath a regional anhydrite seal in a north-south-trending anticline. The remaining two-thirds of the oil column is trapped where the reservoir beds change facies from porous dolostones and dolomitic limestones to nonporous limestones. Structural entrapment accounts for approximately 50% (127 MMBO) of the OOIP, but covers only 30% of the producing area. Production is from the upper portions of the Mission Canyon Formation, a regressive, shoaling-upward carbonate-anhydrite sequence deposited in a slowly shrinking epeiric sea. The Mission Canyon in the Little Knife area is divided into six zones that record predominantly cyclic, subtidal deposition. These are overlain by prograding lagoonal, tidal flat, and sabkha beds. The source of Mission Canyon oil is thought to be the Bakken Formation, an organic-rich shale at the base of the Mississippian.

  15. Anatomy of a dolomitized carbonate reservoir - Mission Canyon formation at little Knife field, North Dakota

    SciTech Connect (OSTI)

    Lindsay, R.F.

    1985-05-01

    The Mission Canyon Formation is a regressive, shoaling-upward carbonate to anhydrite sequence deposited in a slowly shrinking epeiric sea. From its base upsection, the formation is mostly subtidal in origin and emergent at its top, and consists of (1) deeper water carbonates, (2) major cycles of open shallow-marine mudstones grading up into skeletal packstone or rainstone, (3) minor cycles of dolomitized transitional open to restricted marine mudstone grading up into skeletal wackestone, (4) dolomitized restricted marine pelletal wackestone or packstone, (5) partially dolomitized marginal marine skeletal wackestone, (6) slightly skeletal, oolitic-pisolitic wackestone, or grainstone barrier-island buildups with storm washover aprons, (7) thin lagoonal limestones, (8) tidal-flat anhydrite, and (9) sabkha anhydrite. The oil is structurally trapped on the north, east, and west, within the northward plunging Little Knife anticline. Facies changes entrap the oil southward; the vertical seal is the overlying anhydrite beds. Closure is less than 100 ft 930 m). Porous, hydrocarbon-bearing beds were deposited as transitional open-to-restricted marine, restricted marine, and marginal marine lime muds. These became porous dolomitic reservoir rock by undergoing three diagenetic changes: (1) anhydrite replacement of skeletal fragments, (2) dolomitization of the muddy matrix, and (3) later, leaching of the anhydrite to create moldic porosity. The reservoir's pore system is composed of moldic pores and three types of dolomite intercrystalline pores-polyhedral, tetrahedral, and interboundary-sheet pores. Pore throats in productive beds are of two general sizes (1.2-1.6..mu.. and 5.2..mu..).

  16. Sedimentology and diagenesis of windward-facing fore-reef calcarenites, Late Pleistocene of Barbados, West Indies

    SciTech Connect (OSTI)

    Humphrey, J.D.; Kimbell, T.N.

    1989-03-01

    Late Pleistocene reef terraces in southeastern Barbardos developed extensive fore-reef sand facies during deposition in response to high-energy windward-facing conditions. Sedimentology and diagenesis of these deposits illustrate significant contrasts with previous studies from the leeward west coast. These calcarenites are dominantly skeletal packstones with less common grainstones and wackestones present. The fore-reef sand facies occurs within progradational reef sequences, being conformably overlain by deep-water head coral facies. Medium-bedded, laterally continuous sand sheets retain original depositional slopes, dipping seaward at 10/degrees/-15/degrees/. These fore-reef deposits, in places, are over 30 m thick (average 20 m) and developed rapidly during late Pleistocene glacio-eustatic sea level highstands. Sedimentation rate ranges from 2 to 5 m/1000 years. Areal extent of fore-reef calcarenites in southeastern Barbados is estimated to be 8-10 km/sup 2/. Lithologically, the packstones are composed of an abundance of coralline red algae and the benthic foraminifer Amphistegina sp. Other volumetrically significant allochems include echinoids, mollusks, rhodoliths, peloids, and micritized grains. Micrite in the wackestone and packstone lithologies is likely derived from intense physical/mechanical abrasion of shoal-water reef facies. Diagenesis of these lithologies reflects a complex interplay of meteoric, mixing zone, and marine environments as a result of glacio-eustasy. Differences in diagenetic character are derived from differences in terrace ages, terrace geometry, a paleotopographic control on meteoric ground-water distribution, and high-energy coastal conditions. Diagenetic fabrics include equant, blocky meteoric phreatic calcite; limpid dolomite of mixing zone origin: and peloidal and isopachous fibrous cements from marine precipitation.

  17. Detecting wetland changes in Shanghai, China using FORMOSAT and Landsat TM imagery

    SciTech Connect (OSTI)

    Tian, Bo; Zhou, Yun-xuan; Thom, Ronald M.; Diefenderfer, Heida L.; Yuan, Qing

    2015-07-14

    Understanding the state of wetland ecosystems and their changes at the national and local levels is critical for wetland conservation, management, decision-making, and policy development practices. This study analyzed the wetlands in Shanghai, a province-level city, using remote sensing, image processing, and geographic information systems (GIS) techniques based on the Chinese national wetland inventory procedure and standards. FORMOSAT imagery acquired in 2012 and Navy nautical charts of the Yangtze estuarine area were used in conjunction with object-oriented segmentation, expert interpretation, and field validation to determine wetland status. Landsat imagery from 1985, 1995, 2000, 2003 and 2013 as well as social-economic data collected from 1985 to 2013 were used to further assess wetland changes. In 2013, Shanghai contained 376,970.6 ha of wetlands, and 78.8% of all wetlands were in marine or estuarine systems. Estuarine waters comprised the single largest wetland category. Between the first national wetland inventory in 2003 and the second national wetland inventory in 2013, Shanghai lost 50,519.13 ha of wetlands, amounting to a mean annual loss rate of 1.2% or an 11.8% loss over the decade. Declines were proportionately higher in marine and estuarine wetlands, with an annual loss of 1.8%, while there was a sharp increase of 1882.6% in constructed water storage areas for human uses. Diking, filling, impoundment and reclamation, which are all attributable to the economic development and urbanization associated with population increases, were the major factors that explained the gain and loss of wetlands. Additional factors affecting wetland losses and gains include sediment trapping by the hydropower system, which reduces supply to the estuary and erodes wetlands, and sediment trapping by the jetties, spur dikes, and diversion bulwark associated with a navigation channel deepening project, which has the converse effect, increasing saltmarsh wetland area at Jiuduansha shoal by three times between 2000 and 2013.

  18. Estimating vehicle roadside encroachment frequency using accident prediction models

    SciTech Connect (OSTI)

    Miaou, S.-P.

    1996-07-01

    The existing data to support the development of roadside encroachment- based accident models are extremely limited and largely outdated. Under the sponsorship of the Federal Highway Administration and Transportation Research Board, several roadside safety projects have attempted to address this issue by providing rather comprehensive data collection plans and conducting pilot data collection efforts. It is clear from the results of these studies that the required field data collection efforts will be expensive. Furthermore, the validity of any field collected encroachment data may be questionable because of the technical difficulty to distinguish intentional from unintentional encroachments. This paper proposes an alternative method for estimating the basic roadside encroachment data without actually field collecting them. The method is developed by exploring the probabilistic relationships between a roadside encroachment event and a run-off-the-road event With some mild assumptions, the method is capable of providing a wide range of basic encroachment data from conventional accident prediction models. To illustrate the concept and use of such a method, some basic encroachment data are estimated for rural two-lane undivided roads. In addition, the estimated encroachment data are compared with the existing collected data. The illustration shows that the method described in this paper can be a viable approach to estimating basic encroachment data without actually collecting them which can be very costly.

  19. Short range micro-power impulse radar with high resolution swept range gate with damped transmit and receive cavities

    DOE Patents [OSTI]

    McEwan, T.E.

    1998-06-30

    A radar range finder and hidden object locator is based on ultra-wide band radar with a high resolution swept range gate. The device generates an equivalent time amplitude scan with atypical range of 4 inches to 20 feet, and an analog range resolution as limited by a jitter of on the order of 0.01 inches. A differential sampling receiver is employed to effectively eliminate ringing and other aberrations induced in the receiver by the near proximity of the transmit antenna, so a background subtraction is not needed, simplifying the circuitry while improving performance. Uses of the invention include a replacement of ultrasound devices for fluid level sensing, automotive radar, such as cruise control and parking assistance, hidden object location, such as stud and rebar finding. Also, this technology can be used when positioned over a highway lane to collect vehicle count and speed data for traffic control. Techniques are used to reduce clutter in the receive signal, such as decoupling the receive and transmit cavities by placing a space between them, using conductive or radiative damping elements on the cavities, and using terminating plates on the sides of the openings. 20 figs.

  20. Economic Impact of Large-Scale Deployment of Offshore Marine and Hydrokinetic Technology in Oregon Coastal Counties

    SciTech Connect (OSTI)

    Jimenez, T.; Tegen, S.; Beiter, P.

    2015-03-01

    To begin understanding the potential economic impacts of large-scale WEC technology, the Bureau of Ocean Energy Management (BOEM) commissioned the National Renewable Energy Laboratory (NREL) to conduct an economic impact analysis of largescale WEC deployment for Oregon coastal counties. This report follows a previously published report by BOEM and NREL on the jobs and economic impacts of WEC technology for the entire state (Jimenez and Tegen 2015). As in Jimenez and Tegen (2015), this analysis examined two deployment scenarios in the 2026-2045 timeframe: the first scenario assumed 13,000 megawatts (MW) of WEC technology deployed during the analysis period, and the second assumed 18,000 MW of WEC technology deployed by 2045. Both scenarios require major technology and cost improvements in the WEC devices. The study is on very large-scale deployment so readers can examine and discuss the potential of a successful and very large WEC industry. The 13,000-MW is used as the basis for the county analysis as it is the smaller of the two scenarios. Sensitivity studies examined the effects of a robust in-state WEC supply chain. The region of analysis is comprised of the seven coastal counties in Oregon—Clatsop, Coos, Curry, Douglas, Lane, Lincoln, and Tillamook—so estimates of jobs and other economic impacts are specific to this coastal county area.

  1. Optical Properties and Wave Propagation in Semiconductor-Based Two-Dimensional Photonic Crystals

    SciTech Connect (OSTI)

    Mario Agio

    2002-12-31

    This work is a theoretical investigation on the physical properties of semiconductor-based two-dimensional photonic crystals, in particular for what concerns systems embedded in planar dielectric waveguides (GaAs/AlGaAs, GaInAsP/InP heterostructures, and self-standing membranes) or based on macro-porous silicon. The photonic-band structure of photonic crystals and photonic-crystal slabs is numerically computed and the associated light-line problem is discussed, which points to the issue of intrinsic out-of-lane diffraction losses for the photonic bands lying above the light line. The photonic states are then classified by the group theory formalism: each mode is related to an irreducible representation of the corresponding small point group. The optical properties are investigated by means of the scattering matrix method, which numerically implements a variable-angle-reflectance experiment; comparison with experiments is also provided. The analysis of surface reflectance proves the existence of selection rules for coupling an external wave to a certain photonic mode. Such rules can be directly derived from symmetry considerations. Lastly, the control of wave propagation in weak-index contrast photonic-crystal slabs is tackled in view of designing building blocks for photonic integrated circuits. The proposed designs are found to comply with the major requirements of low-loss propagation, high and single-mode transmission. These notions are then collected to model a photonic-crystal combiner for an integrated multi-wavelength-source laser.

  2. Alum Innovative Exploration Project (Ram Power Inc.)

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Miller, Clay

    Data generated from the Alum Innovative Exploration Project, one of several promising geothermal properties located in the middle to upper Miocene (~11-5 Ma, or million years BP) Silver Peak-Lone Mountain metamorphic core complex (SPCC) of the Walker Lane structural belt in Esmeralda County, west-central Nevada. The geothermal system at Alum is wholly concealed; its upper reaches discovered in the late 1970s during a regional thermal-gradient drilling campaign. The prospect boasts several shallow thermal-gradient (TG) boreholes with TG >75oC/km (and as high as 440oC/km) over 200-m intervals in the depth range 0-600 m. Possibly boiling water encountered at 239 m depth in one of these boreholes returned chemical- geothermometry values in the range 150-230oC. GeothermEx (2008) has estimated the electrical- generation capacity of the current Alum leasehold at 33 megawatts for 20 years; and the corresponding value for the broader thermal anomaly extending beyond the property at 73 megawatts for the same duration.

  3. Cooperative phenomena in laminar fluids: Observation of streamlines

    SciTech Connect (OSTI)

    Fink, Martin A.; Kretschmer, M.; Hoefner, H.; Konopka, U.; Morfill, G.E.; Ratynskaia, S. [Max Planck Institute for extraterrestrial Physics, Giessenbachstrasse, 85741 Garching (Germany); Fortov, V.; Petrov, O.; Usachev, A.; Zobnin, A. [Institute for High Energy Density, Russian Academy of Sciences, ul. Izhorskaya 13/19, 125412 Moscow (Russian Federation)

    2005-10-31

    Complex plasmas are an ideal model system to investigate laminar fluids as they allow to study fluids at the kinetic level. At this level we are able to identify streamlines particle by particle. This gives us the ability to research the behaviour of these streamlines as well as the behaviour of each individual particle of the streamline.We carried out our experiments in a modified GEC-RF-Reference cell. We trapped the particles within two glass rings and forced them to form a circular flow by using several stripe electrodes. In this flow the particles behave like an ideal fluid and form streamlines. By putting an obstacle into the flow we reduce the cross-section. To pass through this constricted cross-section some streamlines have to reconnect. After the obstacle the streamlines split up again. An analysis how streamlines split up and reconnect as result of external pressure on the fluid in our system is presented here.Streamlines also occur if two clouds of particles penetrate each other. We call this 'Lane formation'. Results from our PK-4 experiment are presented here also.

  4. X6.9-CLASS FLARE-INDUCED VERTICAL KINK OSCILLATIONS IN A LARGE-SCALE PLASMA CURTAIN AS OBSERVED BY THE SOLAR DYNAMICS OBSERVATORY/ATMOSPHERIC IMAGING ASSEMBLY

    SciTech Connect (OSTI)

    Srivastava, A. K. [Aryabhatta Research Institute of Observational Sciences (ARIES), Manora Peak, Nainital 263 002 (India); Goossens, M. [Centre for Mathematical Plasma Astrophysics, Department of Mathematics, KU Leuven, Celestijnenlaan 200B, B-3001 Leuven (Belgium)

    2013-11-01

    We present rare observational evidence of vertical kink oscillations in a laminar and diffused large-scale plasma curtain as observed by the Atmospheric Imaging Assembly on board the Solar Dynamics Observatory. The X6.9-class flare in active region 11263 on 2011 August 9 induces a global large-scale disturbance that propagates in a narrow lane above the plasma curtain and creates a low density region that appears as a dimming in the observational image data. This large-scale propagating disturbance acts as a non-periodic driver that interacts asymmetrically and obliquely with the top of the plasma curtain and triggers the observed oscillations. In the deeper layers of the curtain, we find evidence of vertical kink oscillations with two periods (795 s and 530 s). On the magnetic surface of the curtain where the density is inhomogeneous due to coronal dimming, non-decaying vertical oscillations are also observed (period ? 763-896 s). We infer that the global large-scale disturbance triggers vertical kink oscillations in the deeper layers as well as on the surface of the large-scale plasma curtain. The properties of the excited waves strongly depend on the local plasma and magnetic field conditions.

  5. DIAGNOSTICS ON THE SOURCE PROPERTIES OF A TYPE II RADIO BURST WITH SPECTRAL BUMPS

    SciTech Connect (OSTI)

    Feng, S. W.; Chen, Y.; Kong, X. L.; Li, G.; Song, H. Q.; Feng, X. S.; Guo, Fan

    2013-04-10

    In recent studies, we proposed that source properties of type II radio bursts can be inferred through a causal relationship between the special shape of the type II dynamic spectrum (e.g., bump or break) and simultaneous extreme ultraviolet (EUV)/white light imaging observations (e.g., CME-shock crossing streamer structures). As a further extension of these studies, in this paper we examine the coronal mass ejection (CME) event on 2007 December 31 associated with a multiple type II radio burst. We identify the presence of two spectral bump features on the observed dynamic spectrum. By combining observational analyses of the radio spectral observations and the EUV-white light imaging data, we conclude that the two spectral bumps result from a CME-shock propagating across dense streamers on the southern and northern sides of the CME. It is inferred that the corresponding two type II emissions originate separately from the two CME-shock flanks where the shock geometries are likely quasi-perpendicular or oblique. Since the emission lanes are bumped as a whole within a relatively short time, it suggests that the type II radio bursts with bumps of this study are emitted from spatially confined sources (with a projected lateral dimension smaller than 0.05-0.1 R{sub Sun} at a fundamental frequency level of 20-30 MHz).

  6. Factors affecting coking pressures in tall coke ovens

    SciTech Connect (OSTI)

    Grimley, J.J.; Radley, C.E.

    1995-12-01

    The detrimental effects of excessive coking pressures, resulting in the permanent deformation of coke oven walls, have been recognized for many years. Considerable research has been undertaken worldwide in attempts to define the limits within which a plant may safely operate and to quantify the factors which influence these pressures. Few full scale techniques are available for assessing the potential of a coal blend for causing wall damage. Inference of dangerous swelling pressures may be made however by the measurement of the peak gas pressure which is generated as the plastic layers meet and coalesce at the center of the oven. This pressure is referred to in this report as the carbonizing pressure. At the Dawes Lane cokemaking plant of British Steel`s Scunthorpe Works, a large database has been compiled over several years from the regulator measurement of this pressure. This data has been statistically analyzed to provide a mathematical model for predicting the carbonizing pressure from the properties of the component coals, the results of this analysis are presented in this report.

  7. Short range micro-power impulse radar with high resolution swept range gate with damped transmit and receive cavities

    DOE Patents [OSTI]

    McEwan, Thomas E.

    1998-01-01

    A radar range finder and hidden object locator is based on ultra-wide band radar with a high resolution swept range gate. The device generates an equivalent time amplitude scan with atypical range of 4 inches to 20 feet, and an analog range resolution as limited by a jitter of on the order of 0.01 inches. A differential sampling receiver is employed to effectively eliminate ringing and other aberrations induced in the receiver by the near proximity of the transmit antenna, so a background subtraction is not needed, simplifying the circuitry while improving performance. Uses of the invention include a replacement of ultrasound devices for fluid level sensing, automotive radar, such as cruise control and parking assistance, hidden object location, such as stud and rebar finding. Also, this technology can be used when positioned over a highway lane to collect vehicle count and speed data for traffic control. Techniques are used to reduce clutter in the receive signal, such as decoupling the receive and transmit cavities by placing a space between them, using conductive or radiative damping elements on the cavities, and using terminating plates on the sides of the openings.

  8. OBSERVATION OF MAGNETIC RECONNECTION DRIVEN BY GRANULAR SCALE ADVECTION

    SciTech Connect (OSTI)

    Zeng Zhicheng; Cao Wenda; Ji Haisheng

    2013-06-01

    We report the first evidence of magnetic reconnection driven by advection in a rapidly developing large granule using high spatial resolution observations of a small surge event (base size {approx} 4'' Multiplication-Sign 4'') with the 1.6 m aperture New Solar Telescope at the Big Bear Solar Observatory. The observations were carried out in narrowband (0.5 A) He I 10830 A and broadband (10 A) TiO 7057 A. Since He I 10830 A triplet has a very high excitation level and is optically thin, its filtergrams enable us to investigate the surge from the photosphere through the chromosphere into the lower corona. Simultaneous space data from the Atmospheric Imaging Assembly and Helioseismic and Magnetic Imager on board the Solar Dynamics Observatory were used in the analysis. It is shown that the surge is spatio-temporally associated with magnetic flux emergence in the rapidly developing large granule. During the development of the granule, its advecting flow ({approx}2 km s{sup -1}) squeezed the magnetic flux into an intergranular lane area, where a magnetic flux concentration was formed and the neighboring flux with opposite magnetic polarity was canceled. During the cancellation, the surge was produced as absorption in He I 10830 A filtergrams while simultaneous EUV brightening occurred at its base. The observations clearly indicate evidence of a finest-scale reconnection process driven by the granule's motion.

  9. Transportation energy data book: edition 16

    SciTech Connect (OSTI)

    Davis, S.C.; McFarlin, D.N.

    1996-07-01

    The Transportation Energy Data Book: Edition 16 is a statistical compendium prepared and published by Oak Ridge National Laboratory (ORNL) under contract with the Office of Transportation Technologies in the Department of Energy (DOE). Designed for use as a desk-top reference, the data book represents an assembly and display of statistics and information that characterize transportation activity, and presents data on other factors that influence transportation energy use. The purpose of this document is to present relevant statistical data in the form of tables and graphs. Each of the major transportation modes is treated in separate chapters or sections. Chapter 1 compares U.S. transportation data with data from other countries. Aggregate energy use and energy supply data for all modes are presented in Chapter 2. The highway mode, which accounts for over three-fourths of total transportation energy consumption, is dealt with in Chapter 3. Topics in this chapter include automobiles, trucks, buses, fleet vehicles, federal standards, fuel economies, and high- occupancy vehicle lane data. Household travel behavior characteristics are displayed in Chapter 4. Chapter 5 contains information on alternative fuels and alternative fuel vehicles. Chapter 6 covers the major nonhighway modes: air, water, and rail. The last chapter, Chapter 7, presents data on environmental issues relating to transportation.

  10. Transportation Energy Data Book: Edition 14

    SciTech Connect (OSTI)

    Davis, S.C.

    1994-05-01

    Designed for use as a desk-top reference, the data book represents an assembly and display of statistics and information that characterize transportation activity, and presents data on other factors that influence transportation energy use. The purpose of this document is to present relevant statistical data in the form of tables and graphs. Each of the major transportation modes is treated in separate chapters or sections. Chapter 1 compares US transportation data with data from other countries. Aggregate energy use and energy supply data for all modes are presented in Chapter 2. The highway mode, which accounts for over three-fourths of total transportation energy consumption, is dealt with in Chapter 3. Topics in this chapter include automobiles, trucks, buses, fleet vehicles, federal standards, fuel economies, and high-occupancy vehicle lane data. Household travel behavior characteristics are displayed in Chapter 4. Chapter 5 contains information on alternative fuels and alternatively-fueled vehicles. Chapter 6 covers the major nonhighway modes: air, water, and rail. The last chapter, Chapter 7, presents data environmental issues relating to transportation.

  11. Alum Innovative Exploration Project (Ram Power Inc.)

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Miller, Clay

    2010-01-01

    Data generated from the Alum Innovative Exploration Project, one of several promising geothermal properties located in the middle to upper Miocene (~11-5 Ma, or million years BP) Silver Peak-Lone Mountain metamorphic core complex (SPCC) of the Walker Lane structural belt in Esmeralda County, west-central Nevada. The geothermal system at Alum is wholly concealed; its upper reaches discovered in the late 1970s during a regional thermal-gradient drilling campaign. The prospect boasts several shallow thermal-gradient (TG) boreholes with TG >75oC/km (and as high as 440oC/km) over 200-m intervals in the depth range 0-600 m. Possibly boiling water encountered at 239 m depth in one of these boreholes returned chemical- geothermometry values in the range 150-230oC. GeothermEx (2008) has estimated the electrical- generation capacity of the current Alum leasehold at 33 megawatts for 20 years; and the corresponding value for the broader thermal anomaly extending beyond the property at 73 megawatts for the same duration.

  12. Dwarf spheroidal galaxies as degenerate gas of free fermions

    SciTech Connect (OSTI)

    Domcke, Valerie; Urbano, Alfredo E-mail: alfredo.urbano@sissa.it

    2015-01-01

    In this paper we analyze a simple scenario in which Dark Matter (DM) consists of free fermions with mass m{sub f}. We assume that on galactic scales these fermions are capable of forming a degenerate Fermi gas, in which stability against gravitational collapse is ensured by the Pauli exclusion principle. The mass density of the resulting con figuration is governed by a non-relativistic Lane-Emden equation, thus leading to a universal cored profile that depends only on one free parameter in addition to m{sub f}. After reviewing the basic formalism, we test this scenario against experimental data describing the velocity dispersion of the eight classical dwarf spheroidal galaxies of the Milky Way. We find that, despite its extreme simplicity, the model exhibits a good fit to the data and realistic predictions for the size of DM halos providing that m{sub f}?200 eV. Furthermore, we show that in this setup larger galaxies correspond to the non-degenerate limit of the gas. We propose a concrete realization of this model in which DM is produced non-thermally via inflaton decay. We show that imposing the correct relic abundance and the bound on the free-streaming length constrains the inflation model in terms of inflaton mass, its branching ratio into DM and the reheating temperature.

  13. HandsFree TLCMS

    Energy Science and Technology Software Center (OSTI)

    2004-07-30

    The HandsFreeTLCMS software is able to - control an x,y,z stage connected to the computer via USB interface - automatically form and maintain the liquid junction between a TLC plate and the sampling probe of a TLC/MS surface sampler unit - automatically accomplish multiple-lane scans over a TLC plate making able to sample the whole surface by a pre-defined, reproducible, automated method - analyze mass spectrometric data collected during the surface scans and make datafilesmore » those contain x,y coordinates of surface spots (collected during the surface scans) and the corresponding mass signal intensities (integrated over a pre-defined m/z range) at those spots to produce 3-dimensional plots later in external graphic programs. - produce and save greyscale or color 2D pictures where X and Y axises of the picture correspond to the horizontal (x) and vertical (y) range of the scanned surface area and the color of a pixel is determined by the corresponding mass signal intensities (integrated over a pre-defined m/z range) at that X,Y spot« less

  14. Effects of spiral arms on star formation in nuclear rings of barred-spiral galaxies

    SciTech Connect (OSTI)

    Seo, Woo-Young; Kim, Woong-Tae E-mail: wkim@astro.snu.ac.kr

    2014-09-01

    We use hydrodynamic simulations to study the effect of spiral arms on the star formation rate (SFR) in nuclear rings of barred-spiral galaxies. We find that spiral arms can be an efficient means of gas transport from the outskirts to the central parts, provided that the arms are rotating slower than the bar. While the ring star formation in models with no arms or corotating arms is active only during around the bar growth phase, arm-driven gas accretion both significantly enhances and prolongs the ring star formation in models with slow-rotating arms. The arm-enhanced SFR is larger by a factor of ?3-20 than in the no-arm model, with larger values corresponding to stronger and slower arms. Arm-induced mass inflows also make dust lanes stronger. Nuclear rings in slow-arm models are ?45% larger than in the no-arm counterparts. Star clusters that form in a nuclear ring exhibit an age gradient in the azimuthal direction only when the SFR is small, whereas no notable age gradient is found in the radial direction for models with arm-induced star formation.

  15. Precursor systems analyses of automated highway systems. Activity Area A: Urban and rural ahs analysis. Resource materials. Final report, August 1993-November 1994

    SciTech Connect (OSTI)

    Preston, H.; Holstein, J.; Ottesen, J.; Hoffman, P.

    1995-11-01

    The identification of technical, operational, and safety issues was accomplished primarily through a comprehensive literature search and a series of expert workshops. The literature search included identification and review of a broad range of previous AHS, IVHS, and related topic research and findings. This work supported a preliminary identification and/or confirmation and detailed description of major technical features, for example, (1) geometric design characteristics such as interchange design, lane width, and median configuration and (2) vehicle characteristics such as braking and acceleration capabilities. Accident type and severity data were also obtained and analyzed for various roadway categories and roadway improvements. Considering improved safety as a primary driver for the implementation of AHSs, current accident statistics were examined carefully to assess their potential utility as an indicator of likely AHS benefits. A summary of freeway design and operating characteristic information was developed not only to guide the ongoing work in this activity area, but to serve as a key point of reference for the team`s other seven activity areas throughout the remainder of the program.

  16. THE STABILITY OF LOW SURFACE BRIGHTNESS DISKS BASED ON MULTI-WAVELENGTH MODELING

    SciTech Connect (OSTI)

    MacLachlan, J. M.; Wood, K.; Matthews, L. D.; Gallagher, J. S.

    2011-11-01

    To investigate the structure and composition of the dusty interstellar medium (ISM) of low surface brightness (LSB) disk galaxies, we have used multi-wavelength photometry to construct spectral energy distributions for three low-mass, edge-on LSB galaxies (V{sub rot} = 88-105 km s{sup -1}). We use Monte Carlo radiation transfer codes that include the effects of transiently heated small grains and polycyclic aromatic hydrocarbon molecules to model and interpret the data. We find that, unlike the high surface brightness galaxies previously modeled, the dust disks appear to have scale heights equal to or exceeding their stellar scale heights. This result supports the findings of previous studies that low-mass disk galaxies have dust scale heights comparable to their stellar scale heights and suggests that the cold ISM of low-mass, LSB disk galaxies may be stable against fragmentation and gravitational collapse. This may help to explain the lack of observed dust lanes in edge-on LSB galaxies and their low current star formation rates. Dust masses are found in the range (1.16-2.38) x 10{sup 6} M{sub sun}, corresponding to face-on (edge-on), V-band, optical depths 0.034 {approx}< {tau}{sub face} {approx}< 0.106 (0.69 {approx}< {tau}{sub eq} {approx}< 1.99).

  17. Transportation energy data book: Edition 15

    SciTech Connect (OSTI)

    Davis, S.C.

    1995-05-01

    The Transportation Energy Data Book: Edition 15 is a statistical compendium. Designed for use as a desk-top reference, the data book represents an assembly and display of statistics and information that characterize transportation activity, and presents data on other factors that influence transportation energy use. Purpose of this document is to present relevant statistical data in the form of tables and graphs. Each of the major transportation modes is treated in separate chapters or sections. Chapter I compares US transportation data with data from other countries. Aggregate energy use and energy supply data for all modes are presented in Chapter 2. The highway mode, which accounts for over three-fourths of total transportation energy consumption, is dealt with in Chapter 3. Topics in this chapter include automobiles, trucks, buses, fleet vehicles, federal standards, fuel economies, and high-occupancy vehicle lane data. Household travel behavior characteristics are displayed in Chapter 4. Chapter 5 contains information on alternative fuels and alternative fuel vehicles. Chapter 6 covers the major nonhighway modes: air, water, and rail. The last chapter, Chapter 7, presents data environmental issues relating to transportation.

  18. Structural investigations of Great Basin geothermal fields: Applications and implications

    SciTech Connect (OSTI)

    Faulds, James E; Hinz, Nicholas H.; Coolbaugh, Mark F

    2010-11-01

    Because fractures and faults are commonly the primary pathway for deeply circulating hydrothermal fluids, structural studies are critical to assessing geothermal systems and selecting drilling targets for geothermal wells. Important tools for structural analysis include detailed geologic mapping, kinematic analysis of faults, and estimations of stress orientations. Structural assessments are especially useful for evaluating geothermal fields in the Great Basin of the western USA, where regional extension and transtension combine with high heat flow to generate abundant geothermal activity in regions having little recent volcanic activity. The northwestern Great Basin is one of the most geothermally active areas in the USA. The prolific geothermal activity is probably due to enhanced dilation on N- to NNE-striking normal faults induced by a transfer of NW-directed dextral shear from the Walker Lane to NW-directed extension. Analysis of several geothermal fields suggests that most systems occupy discrete steps in normal fault zones or lie in belts of intersecting, overlapping, and/or terminating faults. Most fields are associated with steeply dipping faults and, in many cases, with Quaternary faults. The structural settings favoring geothermal activity are characterized by subvertical conduits of highly fractured rock along fault zones oriented approximately perpendicular to the WNW-trending least principal stress. Features indicative of these settings that may be helpful in guiding exploration for geothermal resources include major steps in normal faults, interbasinal highs, groups of relatively low discontinuous ridges, and lateral jogs or terminations of mountain ranges.

  19. A classical and a relativistic law of motion for spherical supernovae

    SciTech Connect (OSTI)

    Zaninetti, Lorenzo

    2014-11-01

    In this paper we derive some first order differential equations which model the classical and the relativistic thin layer approximations. The circumstellar medium is assumed to follow a density profile of the Plummer type, the Lane-Emden (n = 5) type, or a power law. The first order differential equations are solved analytically, numerically, by a series expansion, or by recursion. The initial conditions are chosen in order to model the temporal evolution of SN 1993J over 10 yr and a smaller chi-squared is obtained for the Plummer case with η = 6. The stellar mass ejected by the SN progenitor prior to the explosion, expressed in solar mass, is identified with the total mass associated with the selected density profile and varies from 0.217 to 0.402 when the central number density is 10{sup 7} particles per cubic centimeter. The FWHM of the three density profiles, which can be identified with the size of the pre-SN 1993J envelope, varies from 0.0071 pc to 0.0092 pc.

  20. Preliminary survey of tuff distribution in Esmeralda, Nye, and Lincoln Counties, Nevada

    SciTech Connect (OSTI)

    Smith, G.V.; Pink, T.S.; Lawrence, J.R.; Woodward, L.A.; Keil, K.; Lappin, A.R.

    1981-02-01

    This report inventories the surface distribution of silicic tuffs in Nye, Esmeralda, and Lincoln Counties, NV, based on a review of available literature. The inventory was taken to provide a data base in evaluating tuff sites for the disposal of high-level nuclear waste. Silicic ash-flow tuffs that are about 11 to 34 million years (my) old are widespread in these counties. These rocks are locally deformed by right-lateral movement along Walker Lane and the Las Vegas Shear Zone, and left-lateral movement along a zone from near the Nevada Test Site (NTS) to the Utah border, and are commonly offset by steeply dipping normal faults. The normal faults that bound horsts, grabens, and tilted-fault blocks of the Basin-and-Range Province began to form 30 my ago; some are still active. Tuff distribution is discussed on a regional basis. Tuff thicknesses and alterations, structural complexity, and proximity to recent faulting, recent volcanism, and mineral resources are discussed for each area. Although the literature on which it is based is often incomplete and sketchy, this report is intended to serve as a basis for future, more detailed work that includes initial field inspection, detailed field and laboratory studies, and extrapolations to the subsurface.

  1. Biothem-based Mississippian transect from the Basin and Range Province to the Anadarko basin

    SciTech Connect (OSTI)

    Frye, M.W. ); Lane, H.R. ); Couples, G.D. )

    1991-03-01

    A west-to-east transect, constructed using the 'Biostratigraphic Package Approach' of Lane and Frye and illustrating the biostratigraphic, lithologic, and depositional sequence relationships within the Mississippian system, extends from the basin and range province across the Transcontinental Arch (TA) and into the Anadarko basin. The transect is based on both published and proprietary biostratigraphic data. It was constructed primarily to portray the regional distribution and exploration significance of biotherms relative to the axis of the TA. These biotherms are biostratigraphic units that are wedge- or lens-shaped bodies of strata that are bounded by paleontologically recognizable unconformities in their updip extents, are conformable with underlying and overlying biothems in their maximum shelfal development, are conformable or bounded by surfaces of nondeposition and or submarine erosion in their downdip, basinal extremities, and also contain a logical sequence of depositionally related facies. An unexpected result of constructing the transect was the recognition of an apparent compensatory temporal and spatial distribution of Mississippian biothems. This distribution is interpreted to imply that biothems deposited during relative highstand events on one flank of the TA are time-equivalent to biothems deposited during relative lowstand events on the opposite flank of the TA. Platescale tilting, along with local subsidence and uplift, is suggested as the overriding mechanism controlling deposition along the extent of the transect.

  2. New stratigraphic technologies in exploration/exploitation

    SciTech Connect (OSTI)

    Scott, R.W.; Lane, H.R.

    1995-09-01

    With the demand for increased accuracy and precision in the interpretation of seismic sections for the prediction of reservoirs and traps, traditional paleontologic and new non-paleontologic stratigraphic data have assumed a greater role in exploration/exploitation. Strata bounded by sequence boundaries can be dated have assumed a greater role in exploration/exploitation. Strata bounded by sequence boundaries can be dated precisely by the graphic correlation technique. For example, Arabian Cretaceous reservoirs pinch out by facies change and diagenesis into coeval strata. But Pliocene sands in the Gulf Coast are truncated by regional unconformities accentuated by salt dome movement. In this Plio-Pleistocene section high precision chronostratigraphy is achieved by the integration of paleontological and geochemical data. Detailed biostratigraphic analysis of many sections of Mississippian carbonates along the eastern side of the Transcontinental Arch allows for the recognition of four unconformity-bounded units (biothems of Lane and others, 1994). These biotherms have been traced form Illinois to New Mexico and are not easily detected in the subsurface by using seismic or electric log technology because of the rather uniform carbonate lithologies composing the entire Mississippian in the region. Mississippian hydrocarbon production in western Kansas can be shown to be associated with these intra-Mississippian carbonate-on-carbonate unconformities that are easily detected biostratigraphically.

  3. Graduate Automotive Technology Education (GATE) Program: Center of Automotive Technology Excellence in Advanced Hybrid Vehicle Technology at West Virginia University

    SciTech Connect (OSTI)

    Nigle N. Clark

    2006-12-31

    This report summarizes the technical and educational achievements of the Graduate Automotive Technology Education (GATE) Center at West Virginia University (WVU), which was created to emphasize Advanced Hybrid Vehicle Technology. The Center has supported the graduate studies of 17 students in the Department of Mechanical and Aerospace Engineering and the Lane Department of Computer Science and Electrical Engineering. These students have addressed topics such as hybrid modeling, construction of a hybrid sport utility vehicle (in conjunction with the FutureTruck program), a MEMS-based sensor, on-board data acquisition for hybrid design optimization, linear engine design and engine emissions. Courses have been developed in Hybrid Vehicle Design, Mobile Source Powerplants, Advanced Vehicle Propulsion, Power Electronics for Automotive Applications and Sensors for Automotive Applications, and have been responsible for 396 hours of graduate student coursework. The GATE program also enhanced the WVU participation in the U.S. Department of Energy Student Design Competitions, in particular FutureTruck and Challenge X. The GATE support for hybrid vehicle technology enhanced understanding of hybrid vehicle design and testing at WVU and encouraged the development of a research agenda in heavy-duty hybrid vehicles. As a result, WVU has now completed three programs in hybrid transit bus emissions characterization, and WVU faculty are leading the Transportation Research Board effort to define life cycle costs for hybrid transit buses. Research and enrollment records show that approximately 100 graduate students have benefited substantially from the hybrid vehicle GATE program at WVU.

  4. Geothermal research, Oregon Cascades: Final technical report

    SciTech Connect (OSTI)

    Priest, G.R.; Black, G.L.

    1988-10-27

    Previous USDOE-funded geothermal studies have produced an extensive temperature gradient and heat flow data base for the State of Oregon. One of the important features identified as a result of these studies is a rapid transition from heat flow values on the order of 40 mW/m/sup 2/ in the Willamette Valley and Western Cascades to values of greater than or equal to100 mW/m/sup 2/ in the High Cascades and the eastern portion of the Western Cascades. These data indicate that the Cascade Range in Oregon has potential as a major geothermal province and stimulated much of the later work completed by government agencies and private industry. Additional data generated as a result of this grant and published in DOGAMI Open-File Report 0-86-2 further define the location and magnitude of this transition zone. In addition, abundant data collected from the vicinity of Breitenbush and Austin Hot Springs have permitted the formulation of relatively detailed models of these hydrothermal systems. These models are published in DOGAMI Open-File Report 0-88-5. Task 1.2 of the Deliverables section of Amendment M001 is fulfilled by DOGAMI publication GMS-48, Geologic map of the McKenzie Bridge quadrangle, Lane County, Oregon. This map was printed in October, 1988, and is part of the final submission to USDOE. 8 refs.

  5. A 250 MHz Level 1 Trigger and Distribution System for the GlueX experiment

    SciTech Connect (OSTI)

    Abbott, David J.; Cuevas, R. Christopher; Doughty, David Charles; Jastrzembski, Edward A.; Barbosa, Fernando J.; Raydo, Benjamin J.; Dong, Hai T.; Wilson, Jeffrey S.; Gupta, Abishek; Taylor, Mark; Somov, S.

    2009-11-01

    The GlueX detector now under construction at Jefferson Lab will search for exotic mesons though photoproduction (10^8 tagged photons per second) on a liquid hydrogen target. A Level 1 hardware trigger design is being developed to reduce total electromagnetic (>200 MHz) and hadronic (>350 kHz) rates to less than 200 kHz. This trigger is dead timeless and operates on a global synchronized 250 MHz clock. The core of the trigger design is based on a custom pipelined flash ADC board that uses a VXS backplane to collect samples from all ADCs in a VME crate. A custom switch-slot board called a Crate Trigger Processor (CTP) processes this data and passes the crate level data via a multi-lane fiber optic link to the Global Trigger Processing Crate (also VXS). Within this crate detector sub-system processor (SSP) boards can accept all individual crate links. The subsystem data are processed and finally passed to global trigger boards (GTP) where the final L1 decision is made. We present details of the trigger design and report some performance results on current prototype systems.

  6. CATALOG OF OBSERVED TANGENTS TO THE SPIRAL ARMS IN THE MILKY WAY GALAXY

    SciTech Connect (OSTI)

    Valle, Jacques P., E-mail: jacques.vallee@nrc-cnrc.gc.ca [Herzberg Astrophysics, National Research Council Canada, National Science Infrastructure portfolio, 5071 West Saanich Road, Victoria, BC, V9E 2E7 (Canada)

    2014-11-01

    From the Sun's location in the Galactic disk, one can use different arm tracers (CO, H I, thermal or ionized or relativistic electrons, masers, cold and hot dust, etc.) to locate a tangent to each spiral arm in the disk of the Milky Way. We present a master catalog of the astronomically observed tangents to the Galaxy's spiral arms, using different arm tracers from the literature. Some arm tracers can have slightly divergent results from several papers, so a mean value is takensee the Appendix for CO, H II, and masers. The catalog of means currently consists of 63 mean tracer entries, spread over many arms (Carina, Crux-Centaurus, Norma, Perseus origin, near 3 kpc, Scutum, Sagittarius), stemming from 107 original arm tracer entries. Additionally, we updated and revised a previous statistical analysis of the angular offset and linear separation from the mid-arm for each different mean arm tracer. Given enough arm tracers, and summing and averaging over all four spiral arms, one could determine if arm tracers have separate and parallel lanes in the Milky Way. This statistical analysis allows a cross-cut of a Galactic spiral arm to be made, confirming a recent discovery of a linear separation between arm tracers. Here, from the mid-arm's CO to the inner edge's hot dust, the arm halfwidth is about 340 pc; doubling would yield a full arm width of 680 pc. We briefly compare these observations with the predictions of many spiral arm theories, notably the density wave theory.

  7. Non-destructive inspection protocol for reinforced concrete barriers and bridge railings

    SciTech Connect (OSTI)

    Chintakunta, Satish R.; Boone, Shane D.

    2014-02-18

    Reinforced concrete highway barriers and bridge railings serve to prevent errant vehicles from departing the travel way at grade separations. Despite the important role that they play in maintaining safety and their ubiquitous nature, barrier inspection rarely moves beyond visual inspection. In August 2008, a tractor-trailer fatally departed William Preston Lane, Jr. Memorial Bridge after it dislodged a section of the bridge barrier. Investigations following the accident identified significant corrosion of the anchor bolts attaching the bridge railing to the bridge deck. As a result of the information gathered during its investigation of the accident, the National Transportation Safety Board (NTSB) made recommendations to the Federal Highway Administration concerning Non-Destructive Evaluation (NDE) of concrete bridge railings. The Center for nondestructive evaluation (NDE) at Turner Fairbank Highway Research Center in McLean, VA is currently evaluating feasibility of using four technologies - ground penetrating radar (GPR), ultrasonic pulse-echo, digital radiography and infrared thermal imaging methods to develop bridge inspection methods that augment visual inspections, offer reliable measurement techniques, and are practical, both in terms of time and cost, for field inspection work. Controlled samples containing predefined corrosion levels in reinforcing steel were embedded at barrier connection points for laboratory testing. All four NDE techniques were used in the initial phase I testing. An inspection protocol for detecting and measuring the corrosion of reinforced steel embedded in the anchorage system will be developed as part of phase II research. The identified technologies shall be further developed for field testing utilizing a structure with a barrier in good condition and a structure with a barrier in poor condition.

  8. DETECTION OF SMALL-SCALE GRANULAR STRUCTURES IN THE QUIET SUN WITH THE NEW SOLAR TELESCOPE

    SciTech Connect (OSTI)

    Abramenko, V. I.; Yurchyshyn, V. B.; Goode, P. R.; Kitiashvili, I. N.; Kosovichev, A. G.

    2012-09-10

    Results of a statistical analysis of solar granulation are presented. A data set of 36 images of a quiet-Sun area on the solar disk center was used. The data were obtained with the 1.6 m clear aperture New Solar Telescope at Big Bear Solar Observatory and with a broadband filter centered at the TiO (705.7 nm) spectral line. The very high spatial resolution of the data (diffraction limit of 77 km and pixel scale of 0.''0375) augmented by the very high image contrast (15.5% {+-} 0.6%) allowed us to detect for the first time a distinct subpopulation of mini-granular structures. These structures are dominant on spatial scales below 600 km. Their size is distributed as a power law with an index of -1.8 (which is close to the Kolmogorov's -5/3 law) and no predominant scale. The regular granules display a Gaussian (normal) size distribution with a mean diameter of 1050 km. Mini-granular structures contribute significantly to the total granular area. They are predominantly confined to the wide dark lanes between regular granules and often form chains and clusters, but different from magnetic bright points. A multi-fractality test reveals that the structures smaller than 600 km represent a multi-fractal, whereas on larger scales the granulation pattern shows no multi-fractality and can be considered as a Gaussian random field. The origin, properties, and role of the population of mini-granular structures in the solar magnetoconvection are yet to be explored.

  9. DYNAMICS IN SUNSPOT UMBRA AS SEEN IN NEW SOLAR TELESCOPE AND INTERFACE REGION IMAGING SPECTROGRAPH DATA

    SciTech Connect (OSTI)

    Yurchyshyn, V.; Abramenko, V.; Kilcik, A.

    2015-01-10

    We analyze sunspot oscillations using Interface Region Imaging Spectrograph (IRIS) slit-jaw and spectral data and narrow-band chromospheric images from the New Solar Telescope (NST) for the main sunspot in NOAA AR 11836. We report that the difference between the shock arrival times as measured by the Mg II k 2796.35 Å and Si IV 1393.76 Å line formation levels changes during the observed period, and peak-to-peak delays may range from 40 s to zero. The intensity of chromospheric shocks also displays long-term (about 20 min) variations. NST's high spatial resolution Hα data allowed us to conclude that, in this sunspot, umbral flashes (UFs) appeared in the form of narrow bright lanes stretched along the light bridges and around clusters of umbral bright points. The time series also suggested that UFs preferred to appear on the sunspot-center side of light bridges, which may indicate the existence of a compact sub-photospheric driver of sunspot oscillations. The sunspot's umbra as seen in the IRIS chromospheric and transition region data appears bright above the locations of light bridges and the areas where the dark umbra is dotted with clusters of umbral dots. Co-spatial and co-temporal data from the Atmospheric Imaging Assembly on board the Solar Dynamics Observatory showed that the same locations were associated with bright footpoints of coronal loops suggesting that the light bridges may play an important role in heating the coronal sunspot loops. Finally, the power spectra analysis showed that the intensity of chromospheric and transition region oscillations significantly vary across the umbra and with height, suggesting that umbral non-uniformities and the structure of sunspot magnetic fields may play a role in wave propagation and heating of umbral loops.

  10. Geology of the Yucca Mountain Region, Chapter in Stuckless, J.S., ED., Yucca Mountain, Nevada - A Proposed Geologic Repository for High-Level Radioactive Waste

    SciTech Connect (OSTI)

    J.S. Stuckless; D. O'Leary

    2006-09-25

    Yucca Mountain has been proposed as the site for the Nation's first geologic repository for high-level radioactive waste. This chapter provides the geologic framework for the Yucca Mountain region. The regional geologic units range in age from late Precambrian through Holocene, and these are described briefly. Yucca Mountain is composed dominantly of pyroclastic units that range in age from 11.4 to 15.2 Ma. The proposed repository would be constructed within the Topopah Spring Tuff, which is the lower of two major zoned and welded ash-flow tuffs within the Paintbrush Group. The two welded tuffs are separated by the partly to nonwelded Pah Canyon Tuff and Yucca Mountain Tuff, which together figure prominently in the hydrology of the unsaturated zone. The Quaternary deposits are primarily alluvial sediments with minor basaltic cinder cones and flows. Both have been studied extensively because of their importance in predicting the long-term performance of the proposed repository. Basaltic volcanism began about 10 Ma and continued as recently as about 80 ka with the eruption of cones and flows at Lathrop Wells, approximately 10 km south-southwest of Yucca Mountain. Geologic structure in the Yucca Mountain region is complex. During the latest Paleozoic and Mesozoic, strong compressional forces caused tight folding and thrust faulting. The present regional setting is one of extension, and normal faulting has been active from the Miocene through to the present. There are three major local tectonic domains: (1) Basin and Range, (2) Walker Lane, and (3) Inyo-Mono. Each domain has an effect on the stability of Yucca Mountain.

  11. Safety of Repeated Yttrium-90 Radioembolization

    SciTech Connect (OSTI)

    Lam, Marnix G. E. H.; Louie, John D.; Iagaru, Andrei H.; Goris, Michael L.; Sze, Daniel Y.

    2013-10-15

    Purpose: Repeated radioembolization (RE) treatments carry theoretically higher risk of radiation-induced hepatic injury because of the liver's cumulative memory of previous exposure. We performed a retrospective safety analysis on patients who underwent repeated RE. Methods: From 2004 to 2011, a total of 247 patients were treated by RE. Eight patients (5 men, 3 women, age range 51-71 years) underwent repeated treatment of a targeted territory, all with resin microspheres (SIR-Spheres; Sirtex, Lane Cove, Australia). Adverse events were graded during a standardized follow-up. In addition, the correlation between the occurrence of RE-induced liver disease (REILD) and multiple variables was investigated in univariate and multivariate analyses in all 247 patients who received RE. Results: Two patients died shortly after the second treatment (at 84 and 107 days) with signs and symptoms of REILD. Both patients underwent whole liver treatment twice (cumulative doses 3.08 and 2.66 GBq). The other 6 patients demonstrated only minor toxicities after receiving cumulative doses ranging from 2.41 to 3.88 GBq. All patients experienced objective tumor responses. In the whole population, multifactorial analysis identified three risk factors associated with REILD: repeated RE (p = 0.036), baseline serum total bilirubin (p = 0.048), and baseline serum aspartate aminotransferase (p = 0.043). Repeated RE proved to be the only independent risk factor for REILD in multivariate analysis (odds ratio 9.6; p = 0.002). Additionally, the administered activity per target volume (in GBq/L) was found to be an independent risk factor for REILD, but only in whole liver treatments (p = 0.033). Conclusion: The risk of REILD appears to be elevated for repeated RE. Objective tumor responses were observed, but establishment of safety limits will require improvement in dosimetric measurement and prediction.

  12. Quantitative metrics for assessment of chemical image quality and spatial resolution

    DOE Public Access Gateway for Energy & Science Beta (PAGES Beta)

    Kertesz, Vilmos; Cahill, John F.; Van Berkel, Gary J.

    2016-02-28

    Rationale: Currently objective/quantitative descriptions of the quality and spatial resolution of mass spectrometry derived chemical images are not standardized. Development of these standardized metrics is required to objectively describe chemical imaging capabilities of existing and/or new mass spectrometry imaging technologies. Such metrics would allow unbiased judgment of intra-laboratory advancement and/or inter-laboratory comparison for these technologies if used together with standardized surfaces. Methods: We developed two image metrics, viz., chemical image contrast (ChemIC) based on signal-to-noise related statistical measures on chemical image pixels and corrected resolving power factor (cRPF) constructed from statistical analysis of mass-to-charge chronograms across features of interest inmore » an image. These metrics, quantifying chemical image quality and spatial resolution, respectively, were used to evaluate chemical images of a model photoresist patterned surface collected using a laser ablation/liquid vortex capture mass spectrometry imaging system under different instrument operational parameters. Results: The calculated ChemIC and cRPF metrics determined in an unbiased fashion the relative ranking of chemical image quality obtained with the laser ablation/liquid vortex capture mass spectrometry imaging system. These rankings were used to show that both chemical image contrast and spatial resolution deteriorated with increasing surface scan speed, increased lane spacing and decreasing size of surface features. Conclusions: ChemIC and cRPF, respectively, were developed and successfully applied for the objective description of chemical image quality and spatial resolution of chemical images collected from model surfaces using a laser ablation/liquid vortex capture mass spectrometry imaging system.« less

  13. Final Scientific/Technical Report – DE-EE0002960 Recovery Act. Detachment faulting and Geothermal Resources - An Innovative Integrated Geological and Geophysical Investigation of Pearl Hot Spring, Nevada

    SciTech Connect (OSTI)

    Stockli, Daniel F.

    2015-11-30

    The Pearl Host Spring Geothermal Project funded by the DoE Geothermal Program was a joint academic (KU/UT & OU) and industry collaboration (Sierra and Ram Power) to investigate structural controls and the importance of low-angle normal faults on geothermal fluid flow through a multifaceted geological, geophysical, and geochemical investigation in west-central Nevada. The study clearly showed that the geothermal resources in Clayton Valley are controlled by the interplay between low-angle normal faults and active deformation related to the Walker Lane. The study not only identified potentially feasible blind geothermal resource plays in eastern Clayton Valley, but also provide a transportable template for exploration in the area of west-central Nevada and other regional and actively-deforming releasing fault bends. The study showed that deep-seated low-angle normal faults likely act as crustal scale permeability boundaries and could play an important role in geothermal circulation and funneling geothermal fluid into active fault zones. Not unique to this study, active deformation is viewed as an important gradient to rejuvenated fracture permeability aiding the long-term viability of blind geothermal resources. The technical approach for Phase I included the following components, (1) Structural and geological analysis of Pearl Hot Spring Resource, (2) (U-Th)/He thermochronometry and geothermometry, (3) detailed gravity data and modeling (plus some magnetic and resistivity), (4) Reflection and Refraction Seismic (Active Source), (5) Integration with existing and new geological/geophysical data, and (6) 3-D Earth Model, combining all data in an innovative approach combining classic work with new geochemical and geophysical methodology to detect blind geothermal resources in a cost-effective fashion.

  14. STAR FORMATION IN NUCLEAR RINGS OF BARRED GALAXIES

    SciTech Connect (OSTI)

    Seo, Woo-Young; Kim, Woong-Tae E-mail: wkim@astro.snu.ac.kr

    2013-06-01

    Nuclear rings in barred galaxies are sites of active star formation. We use hydrodynamic simulations to study the temporal and spatial behavior of star formation occurring in nuclear rings of barred galaxies where radial gas inflows are triggered solely by a bar potential. The star formation recipes include a density threshold, an efficiency, conversion of gas to star particles, and delayed momentum feedback via supernova explosions. We find that the star formation rate (SFR) in a nuclear ring is roughly equal to the mass inflow rate to the ring, while it has a weak dependence on the total gas mass in the ring. The SFR typically exhibits a strong primary burst followed by weak secondary bursts before declining to very small values. The primary burst is associated with the rapid gas infall to the ring due to the bar growth, while the secondary bursts are caused by re-infall of the ejected gas from the primary burst. While star formation in observed rings persists episodically over a few Gyr, the duration of active star formation in our models lasts for only about half of the bar growth time, suggesting that the bar potential alone is unlikely to be responsible for gas supply to the rings. When the SFR is low, most star formation occurs at the contact points between the ring and the dust lanes, leading to an azimuthal age gradient of young star clusters. When the SFR is large, on the other hand, star formation is randomly distributed over the whole circumference of the ring, resulting in no apparent azimuthal age gradient. Since the ring shrinks in size with time, star clusters also exhibit a radial age gradient, with younger clusters found closer to the ring. The cluster mass function is well described by a power law, with a slope depending on the SFR. Giant gas clouds in the rings have supersonic internal velocity dispersions and are gravitationally bound.

  15. The Mississippian Leadville Limestone Exploration Play, Utah and Colorado-Exploration Techniques and Studies for Independents

    SciTech Connect (OSTI)

    Thomas Chidsey

    2008-09-30

    The Mississippian (late Kinderhookian to early Meramecian) Leadville Limestone is a shallow, open-marine, carbonate-shelf deposit. The Leadville has produced over 53 million barrels (8.4 million m{sup 3}) of oil/condensate from seven fields in the Paradox fold and fault belt of the Paradox Basin, Utah and Colorado. The environmentally sensitive, 7500-square-mile (19,400 km{sup 2}) area that makes up the fold and fault belt is relatively unexplored. Only independent producers operate and continue to hunt for Leadville oil targets in the region. The overall goal of this study is to assist these independents by (1) developing and demonstrating techniques and exploration methods never tried on the Leadville Limestone, (2) targeting areas for exploration, (3) increasing deliverability from new and old Leadville fields through detailed reservoir characterization, (4) reducing exploration costs and risk especially in environmentally sensitive areas, and (5) adding new oil discoveries and reserves. The final results will hopefully reduce exploration costs and risks, especially in environmentally sensitive areas, and add new oil discoveries and reserves. The study consists of three sections: (1) description of lithofacies and diagenetic history of the Leadville at Lisbon field, San Juan County, Utah, (2) methodology and results of a surface geochemical survey conducted over the Lisbon and Lightning Draw Southeast fields (and areas in between) and identification of oil-prone areas using epifluorescence in well cuttings from regional wells, and (3) determination of regional lithofacies, description of modern and outcrop depositional analogs, and estimation of potential oil migration directions (evaluating the middle Paleozoic hydrodynamic pressure regime and water chemistry). Leadville lithofacies at Libon field include open marine (crinoidal banks or shoals and Waulsortian-type buildups), oolitic and peloid shoals, and middle shelf. Rock units with open-marine and restricted-marine facies constitute a significant reservoir potential, having both effective porosity and permeability when dissolution of skeletal grains, followed by dolomitization, has occurred. Two major types of diagenetic dolomite are observed in the Leadville Limestone at Lisbon field: (1) tight 'early' dolomite consisting of very fine grained (<5 {micro}m), interlocking crystals that faithfully preserve depositional fabrics; and (2) porous, coarser (>100-250 {micro}m), rhombic and saddle crystals that discordantly replace limestone and earlier very fine grained dolomite. Predating or concomitant with late dolomite formation are pervasive leaching episodes that produced vugs and extensive microporosity. Most reservoir rocks within Lisbon field appear to be associated with the second, late type of dolomitization and associated leaching events. Other diagenetic products include pyrobitumen, syntaxial cement, sulfide minerals, anhydrite cement and replacement, and late macrocalcite. Fracturing (solution enlarged) and brecciation (autobrecciation) caused by hydrofracturing are widespread within Lisbon field. Sediment-filled cavities, related to karstification of the exposed Leadville, are present in the upper third of the formation. Pyrobitumen and sulfide minerals appear to coat most crystal faces of the rhombic and saddle dolomites. The fluid inclusion and mineral relationships suggest the following sequence of events: (1) dolomite precipitation, (2) anhydrite deposition, (3) anhydrite dissolution and quartz precipitation, (4) dolomite dissolution and late calcite precipitation, (5) trapping of a mobile oil phase, and (6) formation of bitumen. Fluid inclusions in calcite and dolomite display variable liquid to vapor ratios suggesting reequilibration at elevated temperatures (50 C). Fluid salinities exceed 10 weight percent NaCl equivalent. Low ice melting temperatures of quartz- and calcite-hosted inclusions suggest chemically complex Ca-Mg-bearing brines associated with evaporite deposits were responsible for mineral deposition. The overall conclusion from these analyses indicates late dolomitization, saddle dolomite, and dolomite cement precipitation, as well as sulfides and brecciation, may have developed from hydrothermal events that can greatly improve reservoir quality. The result can be the formation of large, diagenetic-type, hydrocarbon traps. The reservoir characteristics, particularly diagenetic overprinting and history, can be applied regionally to other fields and exploration trends in the Paradox Basin. Stable carbon and oxygen isotope data indicate that all Lisbon field Leadville dolomites were likely associated with brines whose composition was enriched in {sup 18}O compared with Late Mississippian seawater. The Leadville replacement dolomite's temperatures of precipitation ranged from about 140 to 194 F ({approx} 60 to 90 C). Saddle dolomite cements were precipitated at temperatures greater than 194 F (>90 C).

  16. Environmental Risk Evaluation System – An Approach to Ranking Risk of Ocean Energy Development on Coastal and Estuarine Environments

    SciTech Connect (OSTI)

    Copping, Andrea E.; Hanna, Luke A.; Van Cleve, Frances B.; Blake, Kara M.; Anderson, Richard M.

    2015-01-01

    Deployment and operation of ocean energy devices does not represent the first foray into industrialization of the oceans; shipping, nearshore development, waste disposal, subsea mining, oil and gas extraction, and large-scale commercial fishing all coexist in various states of equilibrium with the marine environment. In most cases these industries were developed without a clear understanding of the likely outcomes of large-scale development. In virtually every country where the harvest of ocean energy is emerging, regulators and stakeholders require that the industry examine potential effects of devices, minimize the footprint of effects, and provide management measures that either avoid the impacts or mitigate to further reduce the residual impacts. The ERES analysis is based on scenarios that are consistent with sequences of events that lead to adverse impacts, distinguishing between episodic, intermittent, and chronic risks. In the context of ocean energy development, an episodic scenario might involve the exceedingly rare but potentially devastating event of an oil spill from vessels caused by the presence of the device, while vulnerable receptors are present; understanding the risk of such a scenario involves determining the probability of the occurrence by examining factors such as the petroleum content of ocean energy devices, the vessel traffic volume and the proximity of shipping lanes to the ocean energy devices, the reliability of the control measures to avoid an episodic event, and the likely presence of seabirds, marine mammals, or fish that may be affected by oil. In contrast, chronic risk scenarios involve events or circumstances that are continuous, so that risk characterization involves assessing only the severity of the consequences. An example of a chronic risk scenario might be the toxicity to marine organisms due to low-level chemical releases from anti-biofouling paints and coatings that may be used on devices, and the effect that the level of toxicity may have on marine flora and fauna. Between these two extremes are intermittent events, such as encounters between fish and rotating tidal turbine blades that will occur only when fish are present and the tidal device is turning. A key feature of understanding risk is describing the uncertainty associated with the occurrence of an episodic, intermittent, or chronic event, as well as the uncertainty of the resulting consequences.

  17. Slip and Dilation Tendency Analysis of the Patua Geothermal Area

    DOE Data Explorer [Office of Scientific and Technical Information (OSTI)]

    Faulds, James E.

    2013-12-31

    Stress field variation within each focus area was approximated based on regional published data and the world stress database (Hickman et al., 2000; Hickman et al., 1998 Robertson-Tait et al., 2004; Hickman and Davatzes, 2010; Davatzes and Hickman, 2006; Blake and Davatzes 2011; Blake and Davatzes, 2012; Moeck et al., 2010; Moos and Ronne, 2010 and Reinecker et al., 2005) as well as local stress information if applicable. For faults within these focus systems we applied either a normal faulting stress regime where the vertical stress (sv) is larger than the maximum horizontal stress (shmax) which is larger than the minimum horizontal stress (sv>shmax>shmin) or strike-slip faulting stress regime where the maximum horizontal stress (shmax) is larger than the vertical stress (sv) which is larger than the minimum horizontal stress (shmax >sv>shmin) depending on the general tectonic province of the system. Based on visual inspection of the limited stress magnitude data in the Great Basin we used magnitudes such that shmin/shmax = .527 and shmin/sv= .46, which are consistent with complete and partial stress field determinations from Desert Peak, Coso, the Fallon area and Dixie valley (Hickman et al., 2000; Hickman et al., 1998 Robertson-Tait et al., 2004; Hickman and Davatzes, 2011; Davatzes and Hickman, 2006; Blake and Davatzes 2011; Blake and Davatzes, 2012). Slip and dilation tendency analysis for the Patua geothermal system was calculated based on faults mapped in the Hazen Quadrangle (Faulds et al., 2011). Patua lies near the margin between the Basin and Range province, which is characterized by west-northwest directed extension and the Walker Lane province, characterized by west-northwest directed dextral shear. As such, the Patua area likely has been affected by tectonic stress associated with either or both of stress regimes over geologic time. In order to characterize this stress variation we calculated slip tendency at Patua for both normal faulting and strike slip faulting stress regimes. Based on examination of regional and local stress data (as explained above) we applied at shmin direction of 105 to Patua. Whether the vertical stress (sv) magnitude is larger than ...

  18. TECTONIC VERSUS VOLCANIC ORIGIN OF THE SUMMIT DEPRESSION AT MEDICINE LAKE VOLCANO, CALIFORNIA

    SciTech Connect (OSTI)

    Mark Leon Gwynn

    2010-05-01

    Medicine Lake Volcano is a Quaternary shield volcano located in a tectonically complex and active zone at the transition between the Basin and Range Province and the Cascade Range of the Pacific Province. The volcano is topped by a 7x12 km elliptical depression surrounded by a discontinuous constructional ring of basaltic to rhyolitic lava flows. This thesis explores the possibility that the depression may have formed due to regional extension (rift basin) or dextral shear (pull-apart basin) rather than through caldera collapse and examines the relationship between regional tectonics and localized volcanism. Existing data consisting of temperature and magnetotelluric surveys, alteration mineral studies, and core logging were compiled and supplemented with additional core logging, field observations, and fault striae studies in paleomagnetically oriented core samples. These results were then synthesized with regional fault data from existing maps and databases. Faulting patterns near the caldera, extension directions derived from fault striae P and T axes, and three-dimensional temperature and alteration mineral models are consistent with slip across arcuate ring faults related to magma chamber deflation during flank eruptions and/or a pyroclastic eruption at about 180 ka. These results are not consistent with a rift or pull-apart basin. Limited subsidence can be attributed to the relatively small volume of ash-flow tuff released by the only known major pyroclastic eruption and is inconsistent with the observed topographic relief. The additional relief can be explained by constructional volcanism. Striae from unoriented and oriented core, augmented by striae measurements in outcrop suggest that Walker Lane dextral shear, which can be reasonably projected from the southeast, has probably propagated into the Medicine Lake area. Most volcanic vents across Medicine Lake Volcano strike north-south, suggesting they are controlled by crustal weakness related to Basin and Range extension. Interaction of dextral shear, Basin and Range extension, and the zone of crustal weakness expressed as the Mount Shasta-Medicine Lake volcanic highland controlled the location and initiation of Medicine Lake Volcano at about 500 ka.

  19. Tectonic versus volcanic origin of the summit depression at Medicine Lake Volcano, California

    SciTech Connect (OSTI)

    Mark Leon Gwynn

    2010-05-01

    Medicine Lake Volcano is a Quaternary shield volcano located in a tectonically complex and active zone at the transition between the Basin and Range Province and the Cascade Range of the Pacific Province. The volcano is topped by a 7x12 km elliptical depression surrounded by a discontinuous constructional ring of basaltic to rhyolitic lava flows. This thesis explores the possibility that the depression may have formed due to regional extension (rift basin) or dextral shear (pull-apart basin) rather than through caldera collapse and examines the relationship between regional tectonics and localized volcanism. Existing data consisting of temperature and magnetotelluric surveys, alteration mineral studies, and core logging were compiled and supplemented with additional core logging, field observations, and fault striae studies in paleomagnetically oriented core samples. These results were then synthesized with regional fault data from existing maps and databases. Faulting patterns near the caldera, extension directions derived from fault striae P and T axes, and three-dimensional temperature and alteration mineral models are consistent with slip across arcuate ring faults related to magma chamber deflation during flank eruptions and/or a pyroclastic eruption at about 180 ka. These results are not consistent with a rift or pull-apart basin. Limited subsidence can be attributed to the relatively small volume of ash-flow tuff released by the only known major pyroclastic eruption and is inconsistent with the observed topographic relief. The additional relief can be explained by constructional volcanism. Striae from unoriented and oriented core, augmented by striae measurements in outcrop suggest that Walker Lane dextral shear, which can be reasonably projected from the southeast, has probably propagated into the Medicine Lake area. Most volcanic vents across Medicine Lake Volcano strike north-south, suggesting they are controlled by crustal weakness related to Basin and Range extension. Interaction of dextral shear, Basin and Range extension, and the zone of crustal weakness expressed as the Mount Shasta-Medicine Lake volcanic highland controlled the location and initiation of Medicine Lake Volcano at about 500 ka.

  20. Rapid quantification of mutant fitness in diverse bacteria by sequencing randomly bar-coded transposons

    SciTech Connect (OSTI)

    Wetmore, Kelly M.; Price, Morgan N.; Waters, Robert J.; Lamson, Jacob S.; He, Jennifer; Hoover, Cindi A.; Blow, Matthew J.; Bristow, James; Butland, Gareth; Arkin, Adam P.; Deutschbauer, Adam

    2015-05-12

    Transposon mutagenesis with next-generation sequencing (TnSeq) is a powerful approach to annotate gene function in bacteria, but existing protocols for TnSeq require laborious preparation of every sample before sequencing. Thus, the existing protocols are not amenable to the throughput necessary to identify phenotypes and functions for the majority of genes in diverse bacteria. Here, we present a method, random bar code transposon-site sequencing (RB-TnSeq), which increases the throughput of mutant fitness profiling by incorporating random DNA bar codes into Tn5 and mariner transposons and by using bar code sequencing (BarSeq) to assay mutant fitness. RB-TnSeq can be used with any transposon, and TnSeq is performed once per organism instead of once per sample. Each BarSeq assay requires only a simple PCR, and 48 to 96 samples can be sequenced on one lane of an Illumina HiSeq system. We demonstrate the reproducibility and biological significance of RB-TnSeq with Escherichia coli, Phaeobacter inhibens, Pseudomonas stutzeri, Shewanella amazonensis, and Shewanella oneidensis. To demonstrate the increased throughput of RB-TnSeq, we performed 387 successful genome-wide mutant fitness assays representing 130 different bacterium-carbon source combinations and identified 5,196 genes with significant phenotypes across the five bacteria. In P. inhibens, we used our mutant fitness data to identify genes important for the utilization of diverse carbon substrates, including a putative D-mannose isomerase that is required for mannitol catabolism. RB-TnSeq will enable the cost-effective functional annotation of diverse bacteria using mutant fitness profiling. A large challenge in microbiology is the functional assessment of the millions of uncharacterized genes identified by genome sequencing. Transposon mutagenesis coupled to next-generation sequencing (TnSeq) is a powerful approach to assign phenotypes and functions to genes. However, the current strategies for TnSeq are too laborious to be applied to hundreds of experimental conditions across multiple bacteria. Here, we describe an approach, random bar code transposon-site sequencing (RB-TnSeq), which greatly simplifies the measurement of gene fitness by using bar code sequencing (BarSeq) to monitor the abundance of mutants. We performed 387 genome-wide fitness assays across five bacteria and identified phenotypes for over 5,000 genes. RB-TnSeq can be applied to diverse bacteria and is a powerful tool to annotate uncharacterized genes using phenotype data.

  1. Rapid quantification of mutant fitness in diverse bacteria by sequencing randomly bar-coded transposons

    DOE Public Access Gateway for Energy & Science Beta (PAGES Beta)

    Wetmore, Kelly M.; Price, Morgan N.; Waters, Robert J.; Lamson, Jacob S.; He, Jennifer; Hoover, Cindi A.; Blow, Matthew J.; Bristow, James; Butland, Gareth; Arkin, Adam P.; et al

    2015-05-12

    Transposon mutagenesis with next-generation sequencing (TnSeq) is a powerful approach to annotate gene function in bacteria, but existing protocols for TnSeq require laborious preparation of every sample before sequencing. Thus, the existing protocols are not amenable to the throughput necessary to identify phenotypes and functions for the majority of genes in diverse bacteria. Here, we present a method, random bar code transposon-site sequencing (RB-TnSeq), which increases the throughput of mutant fitness profiling by incorporating random DNA bar codes into Tn5 and mariner transposons and by using bar code sequencing (BarSeq) to assay mutant fitness. RB-TnSeq can be used with anymore » transposon, and TnSeq is performed once per organism instead of once per sample. Each BarSeq assay requires only a simple PCR, and 48 to 96 samples can be sequenced on one lane of an Illumina HiSeq system. We demonstrate the reproducibility and biological significance of RB-TnSeq with Escherichia coli, Phaeobacter inhibens, Pseudomonas stutzeri, Shewanella amazonensis, and Shewanella oneidensis. To demonstrate the increased throughput of RB-TnSeq, we performed 387 successful genome-wide mutant fitness assays representing 130 different bacterium-carbon source combinations and identified 5,196 genes with significant phenotypes across the five bacteria. In P. inhibens, we used our mutant fitness data to identify genes important for the utilization of diverse carbon substrates, including a putative D-mannose isomerase that is required for mannitol catabolism. RB-TnSeq will enable the cost-effective functional annotation of diverse bacteria using mutant fitness profiling. A large challenge in microbiology is the functional assessment of the millions of uncharacterized genes identified by genome sequencing. Transposon mutagenesis coupled to next-generation sequencing (TnSeq) is a powerful approach to assign phenotypes and functions to genes. However, the current strategies for TnSeq are too laborious to be applied to hundreds of experimental conditions across multiple bacteria. Here, we describe an approach, random bar code transposon-site sequencing (RB-TnSeq), which greatly simplifies the measurement of gene fitness by using bar code sequencing (BarSeq) to monitor the abundance of mutants. We performed 387 genome-wide fitness assays across five bacteria and identified phenotypes for over 5,000 genes. RB-TnSeq can be applied to diverse bacteria and is a powerful tool to annotate uncharacterized genes using phenotype data.« less

  2. Modular Power Converters for PV Applications

    SciTech Connect (OSTI)

    Ozpineci, Burak; Tolbert, Leon M

    2012-05-01

    This report describes technical opportunities to serve as parts of a technological roadmap for Shoals Technologies Group in power electronics for PV applications. There are many different power converter circuits that can be used for solar inverter applications. The present applications do not take advantage of the potential for using common modules. We envision that the development of a power electronics module could enable higher reliability by being durable and flexible. Modules would have fault current limiting features and detection circuits such that they can limit the current through the module from external faults and can identify and isolate internal faults such that the remaining modules can continue to operate with only minimal disturbance to the utility or customer. Development of a reliable, efficient, low-cost, power electronics module will be a key enabling technology for harnessing more power from solar panels and enable plug and play operation. Power electronics for computer power supplies, communication equipment, and transportation have all targeted reliability and modularity as key requirements and have begun concerted efforts to replace monolithic components with collections of common smart modules. This is happening on several levels including (1) device level with intelligent control, (2) functional module level, and (3) system module. This same effort is needed in power electronics for solar applications. Development of modular units will result in standard power electronic converters that will have a lower installed and operating cost for the overall system. These units will lead to increased adaptability and flexibility of solar inverters. Incorporating autonomous fault current limiting and reconfiguration capabilities into the modules and having redundant modules will lead to a durable converter that can withstand the rigors of solar power generation for more than 30 years. Our vision for the technology roadmap is that there is no need for detailed design of new power converters for each new application or installation. One set of modules and controllers can be pre-developed and the only design question would be how many modules need to be in series or parallel for the specific power requirement. Then, a designer can put the modules together and add the intelligent reconfigurable controller. The controller determines how many modules are connected, but it might also ask for user input for the specific application during setup. The modules include protection against faults and can reset it, if necessary. In case of a power device failure, the controller reconfigures itself to continue limited operation until repair which might be as simple as taking the faulty module out and inserting a new module. The result is cost savings in design, maintenance, repair, and a grid that is more reliable and available. This concept would be a perfect fit for the recently announced funding opportunity announcement (DE-FOA-0000653) on Plug and Play Photovoltaics.

  3. JBlulce Data Acquisition Software for Macromolecular Crystallography

    Energy Science and Technology Software Center (OSTI)

    2010-06-01

    JBlulce (Java Beam Line Universal Integrated Configuration Environment is a data acquisition software for macromolecular crystallography conforming user interface of the SSRL Blulce that has become a de-factor standard in the field. Besides this interface conformity, JBlulce is a unique system in terms of architecture, speec, capability and osftware implementation. It features only two software layers, the JBlulce clients and the EPICS servers, as compared to three layers present in Blulc and most of similarmore » systems. This layers reduction provides a faster communication with hardware and an easier access to advanced hardware capabilities like on-the-fly scanning. Then JBlulc clients are designed to operate in parallel with the other beamline controls which streamlines the tasks performed by staff such as beamline preparation, maitenance, audting and user assistance. Another distinction is the deployment of multiple plugins that can be written in any programming languag thus involving more staff into the development. further on, JBlulce makes use of unified motion controls allowing for easy scanning and optimizing of any beamline component. Finally, the graphic interface is implemented in Java making full use of rich Java libraries and Jave IDE for debugging. to compare, Blulce user interface is implemented with aging Tcl/tk language providing very restricted capabilities. JBlulce makes full use of the industrial power and wide drivers selection of EPICS in controlling hardware; all hardware commuication is routed via multiple EPICS servers residing on local area network. JBlulce also includes several EPICS State Notation servers aimed at making hardware communication more robust. Besides using EPICS for controlling hardware, JBlulce extensively uses EPICS databases for efficien communications between multiple instances of JBlulce clients and JBlulce pplugins that can run in parallel on different computers. All of the above makes JBlulce one of the biggest and most sophisticated EPICS client projects to date. JBlulce configuraion is stored in my SQL database which provides flexibility in tuning the system. The database is also accessible by the plugins. From the users perspective JBlulce provides all standard features of data acquisition software for macromolecular crystallography plus such unique capabilities as:one click beamline energy change that may involve switching undulator harmonics, mirrors lanes and beam realignment, automated diffraction rtastering for finding small crystals and swwet spots on poorly diffracting crystals with automated scoring of raster cells by the number of reflections; data collection along a vector; automated on-the-fly fluorescent tastering, a faster and lower-irradiation compliment to the diffraction raster; fully automated fluorescence measurements for MAD that include signal optimization, fast on the fly energy scanning and automated adapting of scan range to chemical shifts; fly-scan mimibeam realighment; automated loop and crystal centering, controls for sample automounter, automated screening, data collectin audting, remoate access and a lot more.« less