Sample records for line bear creek

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

    E-Print Network [OSTI]

    Quinn, Nigel W.T.

    2007-01-01T23:59:59.000Z

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

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

    Broader source: Energy.gov [DOE]

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

  3. Bear Creek Valley Watershed | Department of Energy

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

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

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

    SciTech Connect (OSTI)

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

    1992-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1993-10-01T23:59:59.000Z

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

  6. Bear Creek Wind Farm | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia: EnergyAvignon, France:Barstow,Bayport Biomass FacilityBear CanyonBear

  7. Report on the biological monitoring program for Bear Creek at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee, 1989-1994

    SciTech Connect (OSTI)

    Hinzman, R.L. [ed.] [ed.; Beauchamp, J.J.; Cada, G.F.; Peterson, M.J. [and others] [and others

    1996-04-01T23:59:59.000Z

    The Bear Creek Valley watershed drains the area surrounding several closed Oak Ridge Y-12 Plant waste disposal facilities. Past waste disposal practices in the Bear Creek Valley resulted in the contamination of Bear Creek and consequent ecological damage. Ecological monitoring by the Biological Monitoring and Abatement Program (BMAP) was initiated in the Bear Creek watershed in May 1984 and continues at present. Studies conducted during the first year provided a detailed characterization of the benthic invertebrate and fish communities in Bear Creek. The initial characterization was followed by a biological monitoring phase in which studies were conducted at reduced intensities.

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

  10. The effect of fractures, faults, and sheared shale zones on the hydrology of Bear Creek Burial Grounds A-South, Oak Ridge, Tennessee

    E-Print Network [OSTI]

    Hollon, Dwight Mitchell

    1997-01-01T23:59:59.000Z

    Previous hydrologic models of flow in Bear Creek Valley have presented lateral flow as occurring through the Nolichucky Shale in parallel to strike fractures within thin carbonate beds; the effects of faults were not considered. This study presents...

  11. The effect of fractures, faults, and sheared shale zones on the hydrology of Bear Creek Burial Grounds A-South, Oak Ridge, Tennessee 

    E-Print Network [OSTI]

    Hollon, Dwight Mitchell

    1997-01-01T23:59:59.000Z

    Previous hydrologic models of flow in Bear Creek Valley have presented lateral flow as occurring through the Nolichucky Shale in parallel to strike fractures within thin carbonate beds; the effects of faults were not considered. This study presents...

  12. Groundwater Protection Program Calendar Year 1998 Evaluation of Groundwater and Surface Water Quality Data for the Bear Creek Hydrogeologic Regime at the U.S. Department of Energy Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    None

    1999-09-01T23:59:59.000Z

    This report presents an evaluation of the water quality monitoring data obtained by the Y-12 Plant Groundwater Protection Program (GWPP) in the Bear Creek Hydrogeologic Regime (Bear Creek Regime) during calendar year (CY) 1998. The Bear Creek Regime contains many confirmed and potential sources of groundwater and surface water contamination associated with the U.S. Department of Energy (DOE) Oak Ridge Y-12 Plant. Applicable provisions of DOE Order 5400.1A - General Environmental Protection Program - require evaluation of groundwater and surface water quality near the Y-12 Plant to: (1) gauge groundwater quality in areas that are, or could be, affected by plant operations, (2) determine the quality of surface water and groundwater where contaminants are most likely to migrate beyond the DOE Oak Ridge Reservation (ORR) property line, and (3) identify and characterize long-term trends in groundwater quality. The following sections of this report contain relevant background information (Section 2.0); describe the results of the respective data evaluations required under DOE Order 5400.1A (Section 3.0); summarize significant findings of each evaluation (Section 4.0); and list the technical reports and regulatory documents cited for more detailed information (Section 5.0). All of the figures (maps and trend graphs) and data tables referenced in each section are presented in Appendix A and Appendix B, respectively.

  13. EIS-0134: Charlie Creek-Belfield Transmission Line Project, North Dakota

    Broader source: Energy.gov [DOE]

    The Western Area Power Administration developed this EIS to assess the environmental impact of constructing a high voltage transmission line between Charlie Creek and Belfield, North Dakota, and a new substation near Belfield to as a means of adding transmission capacity to the area.

  14. 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.

  15. Phase 1 report on the Bear Creek Valley treatability study, Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    NONE

    1997-04-01T23:59:59.000Z

    Bear Creek Valley (BCV) is located within the US Department of Energy (DOE) Oak Ridge Reservation and encompasses multiple waste units containing hazardous and radioactive wastes associated with past operations at the adjacent Oak Ridge Y-12 Plant. The BCV Remedial Investigation determined that disposal of wastes at the S-3 Site, Boneyard/Burnyard (BYBY), and Bear Creek Burial Grounds (BCBG) has caused contamination of both deep and shallow groundwater. The primary contaminants include uranium, nitrate, and VOCs, although other metals such as aluminum, magnesium, and cadmium persist. The BCV feasibility study will describe several remedial options for this area, including both in situ and ex situ treatment of groundwater. This Treatability Study Phase 1 Report describes the results of preliminary screening of treatment technologies that may be applied within BCV. Four activities were undertaken in Phase 1: field characterization, laboratory screening of potential sorbents, laboratory testing of zero valent iron products, and field screening of three biological treatment systems. Each of these activities is described fully in technical memos attached in Appendices A through G.

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

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

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

  17. Evaluation Of Calendar Year 1997 Groundwater and surface Water Quality Data For the Bear Creek Hydrogeologic regime At The U.S. Department of Energy Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Jones, S.B.

    1998-09-01T23:59:59.000Z

    This report presents an evaluation of the groundwater and surface water monitoring data obtained in the Bear Creek Hydrogeologic Regime (Bear Creek Regime) during calendar year (CY) 1997. The monitoring data were obtained in compliance with the Resource Conservation and Recovery Act (RCRA) post-closure permit for the Bear Creek Regime and U.S. Department of Energy (DOE) Order 5400.1, and are reported ixx Calendar Year 1997 Annual Groundwater A40nitoringReport for the Bear Creek Hydrogeolo@"c Regime at the US. Department ofEnergy Y-12 Plant, Oak Ridge, Tennessee (AJA Technical Services, Inc. 1998a). This report provides an evaluation of the monitoring data with respect to historical results for each sampling location, the regime-wide extent of groundwater and surface water contamination, and long-term concentration trends for selected groundwater and surface water contaminants.

  18. Risk based optimization of the frequency of EDG on-line maintenance at Hope Creek

    SciTech Connect (OSTI)

    Knoll, A. [Public Service Electric & Gas, Hancocks Bridge, NJ (United States); Samanta, P.K. [Brookhaven National Lab., Upton, NY (United States); Vesely, W.E. [Science Applications International, Dublin, OH (United States)

    1996-09-01T23:59:59.000Z

    This paper presents a study to optimize the frequency of on-line maintenance of the emergency diesel generators at Hope Creek. This study was directed towards identifying, analyzing, and modifying maintenance planning and scheduling practices to assure the high availability of emergency diesel generators. Input from application of a recently developed reliability model, from considerations of probabilistic safety assessment, plant-specific experience, insights from personnel involved in EDG maintenance, and other practical issues were used to define a maintenance schedule that balances its beneficial and adverse impacts. Conclusions resulted in feasible recommendations to optimize and reduce the frequency of diesel on-line maintenance, allowing additional resources to better maintain other equipment important to safety.

  19. Evaluation of Calendar Year 1996 groundwater and surface water quality data for the Bear Creek Hydrogeologic Regime at the US Department of Energy Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    NONE

    1997-08-01T23:59:59.000Z

    This report presents an evaluation of the groundwater monitoring data obtained in the Bear Creek Hydrogeologic Regime (Bear Creek Regime) during calendar year (CY) 1996. The monitoring data were collected for the multiple programmatic purposes of the Y-12 Plant Groundwater Protection Program (GWPP) and have been reported in Calendar Year 1996 Annual Groundwater Monitoring Report for the Bear Creek Hydrogeologic Regime at the US Department of Energy Y-12 Plant, Oak Ridge, Tennessee. The Annual Monitoring report presents only the results of the monitoring data evaluations required for waste management sites addressed under the Resource Conservation and Recovery Act (RCRA) post-closure permit for the Bear Creek Regime. The Annual Monitoring Report also serves as a consolidated reference for the groundwater and surface water monitoring data obtained throughout the Bear Creek Regime under the auspices of the Y-12 GWPP. This report provides an evaluation of the CY 1996 monitoring data with an emphasis on regime-wide groundwater and surface water quality and long-term concentration trends of regulated and non-regulated monitoring parameters.

  20. Closure certification report for the Bear Creek burial grounds B area and walk-in pits at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Not Available

    1994-06-01T23:59:59.000Z

    On July 5, 1993, the revised RCRA Closure Plan for the Bear Creek Burial Grounds B Area and Walk-In Pits at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee, DOE/OR/01-1100&D3 and Y/ER-53&D3, was approved by the Tennessee Department of Environment and Conservation (TDEC). The closure activities described in that closure plan have been performed. The purpose of this document is to summarize the closure activities for B Area and Walk-In Pits (WIPs), including placement of the Kerr Hollow Quarry debris at the WIPs.

  1. Bear Creek Valley Watershed

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

    Highway 95 and the haul road are available to the public during the fall for deer and turkey hunts. All kills made during these hunts are checked for radiation levels prior to...

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

    SciTech Connect (OSTI)

    Not Available

    1993-01-01T23:59:59.000Z

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

  3. Report on the remedial investigation of Bear Creek Valley at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 6: Appendix G -- Baseline ecological risk assessment report

    SciTech Connect (OSTI)

    NONE

    1996-09-01T23:59:59.000Z

    This Remedial Investigation (RI) Report characterizes the nature and extent of contamination, evaluates the fate and transport of contaminants, and assesses risk to human health and the environment resulting from waste disposal and other US Department of Energy (DOE) operations in Bear Creek Valley (BCV). BCV, which is located within the DOE Oak Ridge Reservation (ORR) encompasses multiple waste units containing hazardous and radioactive wastes arising from operations at the adjacent Oak Ridge Y-12 Plant. The primary waste units discussed in this RI Report are the S-3 Site, Oil Landfarm (OLF), Boneyard/Burnyard (BYBY), Sanitary Landfill 1 (SL 1), and Bear Creek Burial Grounds (BCBG). These waste units, plus the contaminated media resulting from environmental transport of the wastes from these units, are the subject of this RI. This BCV RI Report represents the first major step in the decision-making process for the BCV watershed. The RI results, in concert with the follow-on FS will form the basis for the Proposed Plan and Record of Decision for all BCV sites. This comprehensive decision document process will meet the objectives of the watershed approach for BCV. Appendix G contains ecological risks for fish, benthic invertebrates, soil invertebrates, plants, small mammals, deer, and predator/scavengers (hawks and fox). This risk assessment identified significant ecological risks from chemicals in water, sediment, soil, and shallow ground water. Metals and PCBs are the primary contaminants of concern.

  4. Report on the remedial investigation of Bear Creek Valley at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 1

    SciTech Connect (OSTI)

    NONE

    1996-09-01T23:59:59.000Z

    This Remedial Investigation (RI) Report characterizes the nature and extent of contamination, evaluates the fate and transport of contaminants, and assesses risk to human health and the environment resulting from waste disposal and other US Department of Energy (DOE) operations in Bear Creek Valley (BCV). BCV, which is located within the DOE Oak Ridge Reservation (ORR) encompasses multiple waste units containing hazardous and radioactive wastes arising from operations at the adjacent Oak Ridge Y-12 Plant. The primary waste units discussed in this RI Report are the S-3 Site, Oil Landfarm (OLF), Boneyard/Burnyard (BYBY), Sanitary Landfill 1 (SL 1), and Bear Creek Burial Grounds (BCBG). These waste units, plus the contaminated media resulting from environmental transport of the wastes from these units, are the subject of this RI. This BCV RI Report represents the first major step in the decision-making process for the BCV watershed. The RI results, in concert with the follow-on FS will form the basis for the Proposed Plan and Record of Decision for all BCV sites. This comprehensive decision document process will meet the objectives of the watershed approach for BCV.

  5. Addendum to the post-closure permit application for the Bear Creek hydrogeologic regime at the Y-12 plant: Walk-in pits

    SciTech Connect (OSTI)

    NONE

    1995-04-01T23:59:59.000Z

    In June 1987, the Resource Conservation and Recovery Act (RCRA) Closure/Post-Closure Plan for the Bear Creek Burial Grounds (BCBG) located at the Y-12 Plant on the Oak Ridge Reservation in Oak Ridge, Tennessee was submitted to the Tennessee Department of Environment and Conservation (TDEC) for review and approval.The Closure Plan has been modified and revised several times. This document is an addendum to the Post-Closure Permit Application submitted to TDEC in June, 1994. This addendum contains information on the Walk-In Pits of the BCBG which is meant to supplement the information provided in the Post-Closure Permit Application submitted for the BCBG. This document is not intended to be a stand-alone document.

  6. Effective porosity and density of carbonate rocks (Maynardville Limestone and Copper Ridge Dolomite) within Bear Creek Valley on the Oak Ridge Reservation based on modern petrophysical techniques

    SciTech Connect (OSTI)

    Dorsch, J.

    1997-02-01T23:59:59.000Z

    The purpose of this study is to provide quantitative data on effective porosity of carbonate rock from the Maynardville Limestone and Copper Ridge Dolomite within Bear Creek Valley based on modern petrophysical techniques. The data will be useful for groundwater-flow and contaminant-flow modeling in the vicinity of the Y-12 Plant on the Oak Ridge Reservation (ORR). Furthermore, the data provides needed information on the amount of interconnected pore space potentially available for operation of matrix diffusion as a transport process within the fractured carbonate rock. A second aspect of this study is to compare effective porosity data based on modern petrophysical techniques to effective porosity data determined earlier by Goldstrand et al. (1995) with a different technique. An added bonus of the study is quantitative data on the bulk density and grain density of dolostone and limestone of the Maynardville Limestone and Copper Ridge Dolomite which might find use for geophysical modeling on the ORR.

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

    E-Print Network [OSTI]

    Farris, Glenn

    2008-01-01T23:59:59.000Z

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

  8. Addendum to the remedial investigation report on Bear Creek Valley Operable Unit 2 (Rust Spoil Area, Spoil Area 1, and SY-200 Yard) at the Oak Ridge Y-12 Plant Oak Ridge, Tennessee. Volume 1: Main text

    SciTech Connect (OSTI)

    NONE

    1995-04-01T23:59:59.000Z

    This addendum to the Remedial Investigation (RI) Report on Bear Creek Valley Operable Unit (OU) 2 at the Oak Ridge Y-12 Plant was prepared in accordance with requirements under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) for reporting the results of a site characterization for public review. This addendum is a supplement to a document that was previously issued in January 1995 and that provided the Environmental Restoration Program with information about the results of the 1993 investigation performed at OU 2. The January 1995 D2 version of the RI Report on Bear Creek Valley OU 2 included information on risk assessments that have evaluated impacts to human health and the environment. Information provided in the document formed the basis for the development of the Feasibility Study Report. This addendum includes revisions to four chapters of information that were a part of the document issued in January 1995. Specifically, it includes revisions to Chaps. 2, 3, 4, and 9. Volume 1 of this document is not being reissued in its entirety as a D3 version because only the four chapters just mentioned have been affected by requested changes. Note also that Volume 2 of this RI Report on Bear Creek Valley OU 2 is not being reissued in conjunction with Volume 1 of this document because there have been no changes requested or made to the previously issued version of Volume 2 of this document.

  9. Addendum to the post-closure permit application for the Bear Creek Hydrogeologic Regime at the Y-12 Plant: Walk-in pits. Revision 2

    SciTech Connect (OSTI)

    NONE

    1995-04-01T23:59:59.000Z

    The revised Closure Plan was initially intended to apply to A Area, C-West, B Area, and the Walk-In Pits (WIPs) of the Bear Creek Burial Grounds (BCBG). However, a strategy was developed to include the B Area [a solid waste management unit (SWMU)] with the WIPs so that both areas would be closed under one cap. The plan was presented to the State of Tennessee on March 8, 1990, and the Department of Energy was requested to review other unique alternatives to close the site. Therefore, in November 1992, the Closure Plan for B Area and the WIPs was prepared separately from that of the other sites associated with the BCBG and was presented in a RCRA Closure Plan. The Closure Plan revision issued April 1993 was intended to reflect the placement of the Kerr Hollow Quarry debris at the WIPs, revise the closure data, and acknowledge that the disposition of a monitoring well within the closure site could not be verified. A Post-Closure Permit Application (PCPA) was to include the WIPs; however, at the time of submittal, closure of the WIPs had not been certified. This addendum contains information on the WIPs to accompany the BCBG PCPA. The purpose of this document is to supplement the information provided in the BCBG PCPA. This document is not intended to be a stand-alone document. Only additional information regarding the WIPs is included in the sections of this document, which correspond to sections of the PCPA submitted in June 1994.

  10. Report on the remedial investigation of Bear Creek Valley at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 3: Appendix D -- Nature and extent of contamination report

    SciTech Connect (OSTI)

    NONE

    1996-09-01T23:59:59.000Z

    This Remedial Investigation (RI) Report characterizes the nature and extent of contamination, evaluates the fate and transport of contaminants, and assesses risk to human health and the environment resulting from waste disposal and other US Department of Energy (DOE) operations in Bear Creek Valley (BCV). BCV, which is located within the DOE Oak Ridge Reservation (ORR) encompasses multiple waste units containing hazardous and radioactive wastes arising from operations at the adjacent Oak Ridge Y-12 Plant. The primary waste units discussed in this RI Report are the S-3 Site, Oil Landfarm (OLF), Boneyard/Burnyard (BYBY), Sanitary Landfill 1 (SL 1), and Bear Creek Burial Grounds (BCBG). These waste units, plus the contaminated media resulting from environmental transport of the wastes from these units, are the subject of this RI. This BCV RI Report represents the first major step in the decision-making process for the BCV watershed. The RI results, in concert with the follow-on FS will form the basis for the Proposed Plan and Record of Decision for all BCV sites. This comprehensive decision document process will meet the objectives of the watershed approach for BCV. Appendix D describes the nature and extent of contamination in environmental media and wastes.

  11. Remedial investigation work plan for Bear Creek Valley Operable Unit 2 (Rust Spoil Area, SY-200 Yard, Spoil Area 1) at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Environmental Restoration Program

    SciTech Connect (OSTI)

    Not Available

    1993-05-01T23:59:59.000Z

    The enactment of the Resource Conservation and Recovery Act (RCRA) in 1976 and the Hazardous and Solid Waste Amendments (HSWA) to RCRA in 1984 created management requirements for hazardous waste facilities. The facilities within the Oak Ridge Reservation (ORR) were in the process of meeting the RCRA requirements when ORR was placed on the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) National Priorities List (NPL) on November 21, 1989. Under RCRA, the actions typically follow the RCRA Facility Assessment (RFA)/RCRA Facility Investigation (RFI)/Corrective Measures Study (CMS)/Corrective Measures implementation process. Under CERCLA the actions follow the PA/SI/Remedial Investigation (RI)/Feasibility Study (FS)/Remedial Design/Remedial Action process. The development of this document will incorporate requirements under both RCRA and CERCLA into an RI work plan for the characterization of Bear Creek Valley (BCV) Operable Unit (OU) 2.

  12. Report on the remedial investigation of Bear Creek Valley at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 2: Appendix A -- Waste sites, source terms, and waste inventory report; Appendix B -- Description of the field activities and report database; Appendix C -- Characterization of hydrogeologic setting report

    SciTech Connect (OSTI)

    NONE

    1996-09-01T23:59:59.000Z

    This Remedial Investigation (RI) Report characterizes the nature and extent of contamination, evaluates the fate and transport of contaminants, and assesses risk to human health and the environment resulting from waste disposal and other US Department of Energy (DOE) operations in Bear Creek Valley (BCV). BCV, which is located within the DOE Oak Ridge Reservation (ORR) encompasses multiple waste units containing hazardous and radioactive wastes arising from operations at the adjacent Oak Ridge Y-12 Plant. The primary waste units discussed in this RI Report are the S-3 Site, Oil Landfarm (OLF), Boneyard/Burnyard (BYBY), Sanitary Landfill 1 (SL 1), and Bear Creek Burial Grounds (BCBG). These waste units, plus the contaminated media resulting from environmental transport of the wastes from these units, are the subject of this RI. This BCV RI Report represents the first major step in the decision-making process for the BCV watershed. The RI results, in concert with the follow-on FS will form the basis for the Proposed Plan and Record of Decision for all BCV sites. This comprehensive decision document process will meet the objectives of the watershed approach for BCV. Appendix A includes descriptions of waste areas and estimates of the current compositions of the wastes. Appendix B contains an extensive database of environmental data for the Bear Creek Valley Characterization Area. Information is also presented about the number and location of samples collected, the analytes examined, and the extent of data validation. Appendix C describes the hydrogeologic conceptual model for Bear Creek Valley. This model is one of the principal components of the conceptual site models for contaminant transport in BCV.

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

    SciTech Connect (OSTI)

    Reiser, Dudley W.

    1986-01-01T23:59:59.000Z

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

  14. Camel Creek Minnamoolka

    E-Print Network [OSTI]

    Greenslade, Diana

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

  15. 18 years of restoration on Codornices Creek

    E-Print Network [OSTI]

    Fullmer, Chris

    2008-01-01T23:59:59.000Z

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

  16. Squeezer Creek.indd

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

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

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

    E-Print Network [OSTI]

    Ponce, V. Miguel

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

  18. Canasawacta Creek Project: Chenango County, New York

    E-Print Network [OSTI]

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

    2007-01-01T23:59:59.000Z

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

  19. Spooner creek restoration and fish ladder

    E-Print Network [OSTI]

    Moore, Tom

    2003-01-01T23:59:59.000Z

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

  20. Biodiversity Corridors in Alamo Creek, Vacaville, California

    E-Print Network [OSTI]

    Urrechaga, Jose; Wei, Xinghan

    2012-01-01T23:59:59.000Z

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

  1. Daylighting Islais Creek : a feasibility study

    E-Print Network [OSTI]

    Jencks, Rosey; Leonardson, Rebecca

    2004-01-01T23:59:59.000Z

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

  2. Camas Creek.indd

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

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

  3. CRADIT FARM DRIVE CREEK DRIVE

    E-Print Network [OSTI]

    Davis, H. Floyd

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

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

    E-Print Network [OSTI]

    King, Mary Ann; Matz, Mike

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Stokenberga, Aiga; Sen, Arijit

    2013-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Chanse, Vikki; Herron, Christy

    2003-01-01T23:59:59.000Z

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

  7. Manufacturing Battle Creek

    E-Print Network [OSTI]

    de Doncker, Elise

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

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

    E-Print Network [OSTI]

    Balazs, Carolina; Lang, Micah

    2005-01-01T23:59:59.000Z

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

  9. Remedial investigation work plan for Bear Creek Valley Operable Unit 1 (S-3 Ponds, Boneyard/Burnyard, Oil Landfarm, Sanitary Landfill 1, and the Burial Grounds, including Oil Retention Ponds 1 and 2) at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 1, Main text

    SciTech Connect (OSTI)

    Not Available

    1993-09-01T23:59:59.000Z

    The intent and scope of the work plan are to assemble all data necessary to facilitate selection of remediation alternatives for the sites in Bear Creek Valley Operable Unit 1 (BCV OU 1) such that the risk to human health and the environment is reduced to acceptable levels based on agreements with regulators. The ultimate goal is to develop a final Record Of Decision (ROD) for all of the OUs in BCV, including the integrator OU. However, the initial aim of the source OUs is to develop a ROD for interim measures. For source OUs such as BCV OU 1, data acquisition will not be carried out in a single event, but will be carried out in three stages that accommodate the schedule for developing a ROD for interim measures and the final site-wide ROD. The three stages are as follows: Stage 1, Assemble sufficient data to support decisions such as the need for removal actions, whether to continue with the remedial investigation (RI) process, or whether no further action is required. If the decision is made to continue the RI/FS process, then: Stage 2, Assemble sufficient data to allow for a ROD for interim measures that reduce risks to the human health and the environment. Stage 3, Provide input from the source OU that allows a final ROD to be issued for all OUs in the BCV hydrologic regime. One goal of the RI work plan will be to ensure that sampling operations required for the initial stage are not repeated at later stages. The overall goals of this RI are to define the nature and extent of contamination so that the impact of leachate, surface water runoff, and sediment from the OU I sites on the integrator OU can be evaluated, the risk to human health and the environment can be defined, and the general physical characteristics of the subsurface can be determined such that remedial alternatives can be screened.

  10. Channel incision in Rodeo Creek, Marin County

    E-Print Network [OSTI]

    Bass, Phoebe; Choy, Min

    2004-01-01T23:59:59.000Z

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

  11. Willow Creek - Sept 2009.indd

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

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

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

    E-Print Network [OSTI]

    Lawrence, Justin E

    2008-01-01T23:59:59.000Z

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

  13. Idaho_ColdwaterCreek

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

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

  14. Bear Creek Wind Partners LLC | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnual Siteof Energy 2,AUDIT REPORT Americium/CuriumAguaBBB

  15. The implementation of the Lower Silver Creek watershed project

    E-Print Network [OSTI]

    Keenan, Christina; McPherson, Mariah

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Butler, Nathaniel L.; Nolan, Lindsey

    2007-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ludy, Jessica; Podolak, Kristen

    2007-01-01T23:59:59.000Z

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

  18. Post-project appraisal of Martin Canyon Creek restoration

    E-Print Network [OSTI]

    Wagner, Wayne; Roseman, Jesse

    2006-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Berndt, Sarah; Smith, Fran

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Docto, Mia; Corvillon, Daniela Pena

    2012-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Howitt, Richard E

    2000-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    True, D. L; Waugh, G.

    1981-01-01T23:59:59.000Z

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

  3. Continued monitoring of the Tassajara Creek restoration project 2004

    E-Print Network [OSTI]

    Oden, Matt; DeHollan, Aurel

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ferry, Mike; Miller, Peter

    2003-01-01T23:59:59.000Z

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

  5. Tassajara Creek restoration project: Continued riparian habitat monitoring

    E-Print Network [OSTI]

    Trinh, Michelle; Percelay, Julie

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Krofta, Chad; Novotney, Michael

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

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

  8. Case Study: Goose Creek CISD

    E-Print Network [OSTI]

    White, D.

    2014-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ball, Joanie; Diver, Sibyl; Hwan, Jason

    2009-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1999-03-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Corwin, Emily; Jagt, Katie; Neary, Leigh

    2007-01-01T23:59:59.000Z

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

  12. Bacterial Monitoring for the Buck Creek Watershed

    E-Print Network [OSTI]

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

  13. FIELD EVALUATION OF THE MYRTLE CREEK ADVANCED

    E-Print Network [OSTI]

    Bertini, Robert L.

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

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

    E-Print Network [OSTI]

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

    2010-01-01T23:59:59.000Z

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

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

    Broader source: Energy.gov [DOE]

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

  16. Passive magnetic bearing configurations

    DOE Patents [OSTI]

    Post, Richard F. (Walnut Creek, CA)

    2011-01-25T23:59:59.000Z

    A journal bearing provides vertical and radial stability to a rotor of a passive magnetic bearing system when the rotor is not rotating and when it is rotating. In the passive magnetic bearing system, the rotor has a vertical axis of rotation. Without the journal bearing, the rotor is vertically and radially unstable when stationary, and is vertically stable and radially unstable when rotating.

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

    E-Print Network [OSTI]

    Stokenberga, Aiga; Sen, Arijit

    2013-01-01T23:59:59.000Z

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

  18. Case Study: Goose Creek CISD 

    E-Print Network [OSTI]

    White, D.

    2014-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Asher, Melissa; Atapattu, Kaumudi

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Miller, Peter; Vizcaino, Pilar

    2004-01-01T23:59:59.000Z

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

  1. Gully incision in Gerbode Creek, Rodeo Lagoon watershed

    E-Print Network [OSTI]

    Costantino, Raymond L

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    US Army Corps of Engineers

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

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

    E-Print Network [OSTI]

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

  5. Kansas Nuclear Profile - Wolf Creek Generating Station

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

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

  6. New Jersey Nuclear Profile - Oyster Creek

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

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

  7. Microsoft Word - Ninemile_Creek_CX.doc

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

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

  8. Microsoft Word - CoyoteCreekNE_CX

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

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

  9. Microsoft Word - Coyote Creek CX.docx

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

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

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

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

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

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

    Office of Legacy Management (LM)

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

  12. Cougar Creek land acquisition Fact Sheet.indd

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

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

  13. Post-project appraisal of Martin Canyon Creek restoration

    E-Print Network [OSTI]

    Wagner, Wayne; Roseman, Jesse

    2006-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Browne, Dave

    1995-04-01T23:59:59.000Z

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

  15. The Lyons Creek boat remains

    E-Print Network [OSTI]

    Neyland, Robert Stephen

    1990-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Blough, Alanna; Brandt, Reuben; Brady, Sarah

    2010-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Gray, Matthew

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

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

    E-Print Network [OSTI]

    Cervantes-Yoshida, Kristina

    2009-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Smolko, Darrell

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Bargar, John

    2009-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    McNulty, M. Eliza; Wickland, Matthew

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ippolito, Teresa; Podolak, Kristen

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Skripnik, Steve; Moshier, Emily

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Peterson, Michael

    2012-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Griffith, Lucas A

    2006-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ginsberg, Ben

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Holt, Ashley; Battaglia, Charles F.

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Yin, Wan-chih; Pope-Daum, Caitilin

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Hunt, Lisa

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Greenberg, Karuna; Pinto, Pedro; Sherraden, Catherine

    2010-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Matz, Mike; Purcell, Alison

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Martin, Maureen; Fortin, Alex

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Levine, Jessie; Stewart, Rosalyn

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Behrends, Nathaniel

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Clayton-Niederman, Z; Gilbreath, Alicia

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ting, Jantrue; Pope-Daum, Caitilin

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Crampton, Matthew; Martin, John

    2007-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Adlong, Michelle; Cook, Michael; Kennedy, Matthew

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Ford, Alexander

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2004-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1992-04-01T23:59:59.000Z

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

  3. Toms Creek IGCC Demonstration Project

    SciTech Connect (OSTI)

    Virr, M.J.

    1992-01-01T23:59:59.000Z

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

  4. Toms Creek IGCC Demonstration Project

    SciTech Connect (OSTI)

    Virr, M.J.

    1992-11-01T23:59:59.000Z

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

  5. EIS-0346: Salmon Creek Project, WA

    Broader source: Energy.gov [DOE]

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

  6. SALT CREEK ROADWI-80North STADIUMDRIVE

    E-Print Network [OSTI]

    Powers, Robert

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

  7. Bacterial Monitoring for the Buck Creek Watershed 

    E-Print Network [OSTI]

    2008-01-01T23:59:59.000Z

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

  8. Uranium in the Oatman Creek granite of Central Texas and its economic potential 

    E-Print Network [OSTI]

    Conrad, Curtis Paul

    1982-01-01T23:59:59.000Z

    potential uranium source. Th1s study focuses on an 80 acre outcrop of the Oatman Creek granite known as Bear Mountain, in Gillespie County, Texas. The gran1te is a medium-grained, gray to pink rock. Nodal analysis indicates the composit1on 1s 35. 5... economically feasible because of the relatively low concentration of uranium in most igneous rocks. Recent studies ot uranium have been confined largely to the origin and development of uranium deposits in sedimentary rocks, namely sandstones. In the futur e...

  9. Hoe Creek groundwater restoration, 1989

    SciTech Connect (OSTI)

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

    1990-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    US Army Corps of Engineers

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

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

    E-Print Network [OSTI]

    LoBue, David J.

    2010-08-12T23:59:59.000Z

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

  13. Load responsive hydrodynamic bearing

    DOE Patents [OSTI]

    Kalsi, Manmohan S. (Houston, TX); Somogyi, Dezso (Sugar Land, TX); Dietle, Lannie L. (Stafford, TX)

    2002-01-01T23:59:59.000Z

    A load responsive hydrodynamic bearing is provided in the form of a thrust bearing or journal bearing for supporting, guiding and lubricating a relatively rotatable member to minimize wear thereof responsive to relative rotation under severe load. In the space between spaced relatively rotatable members and in the presence of a liquid or grease lubricant, one or more continuous ring shaped integral generally circular bearing bodies each define at least one dynamic surface and a plurality of support regions. Each of the support regions defines a static surface which is oriented in generally opposed relation with the dynamic surface for contact with one of the relatively rotatable members. A plurality of flexing regions are defined by the generally circular body of the bearing and are integral with and located between adjacent support regions. Each of the flexing regions has a first beam-like element being connected by an integral flexible hinge with one of the support regions and a second beam-like element having an integral flexible hinge connection with an adjacent support region. A least one local weakening geometry of the flexing region is located intermediate the first and second beam-like elements. In response to application of load from one of the relatively rotatable elements to the bearing, the beam-like elements and the local weakening geometry become flexed, causing the dynamic surface to deform and establish a hydrodynamic geometry for wedging lubricant into the dynamic interface.

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

    SciTech Connect (OSTI)

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

    1988-03-01T23:59:59.000Z

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

  15. Remedial Investigation work plan for Bear Creek Valley Operable Unit 4 (shallow groundwater in Bear Creek Valley) at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Not Available

    1993-09-01T23:59:59.000Z

    To effectively evaluate the cumulative impact of releases from multiple sources of contamination, a structured approach has been adopted for Oak Ridge Reservation (ORR) based on studies of the groundwater and surface water separate from studies of the sources. Based on the realization of the complexity of the hydrogeologic regime of the ORR, together with the fact that there are numerous sources contributing to groundwater contamination within a geographical area, it was agreed that more timely investigations, at perhaps less cost, could be achieved by separating the sources of contamination from the groundwater and surface water for investigation and remediation. The result will be more immediate attention [Records of Decision (RODS) for interim measures or removal actions] for the source Operable Units (OUs) while longer-term remediation investigations continue for the hydrogeologic regime`s, which are labeled as integrator OUs. This Remedial Investigation work plan contains summaries of geographical, historical, operational, geological, and hydrological information specific to the unit. Taking advantage of the historical data base and ongoing monitoring activities and applying the observational approach to focus data gathering activities will allow the Feasibility Study to evaluate all probable or likely alternatives.

  16. Remedial investigation work plan for Bear Creek Valley Operable Unit 4 (shallow groundwater in Bear Creek Valley) at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Not Available

    1993-07-01T23:59:59.000Z

    To effectively evaluate the cumulative impact of releases from multiple sources of contamination, a structured approach has been adopted for Oak Ridge Reservation (ORR) based on studies of the groundwater and surface water separate from studies of the sources. Based on the realization of the complexity of the hydrogeologic regime of the ORR, together with the fact that there are numerous sources contributing to groundwater contamination within a geographical area, it was agreed that more timely investigations, at perhaps less cost, could be achieved by separating the sources of contamination from the groundwater and surface water for investigation and remediation. The result will be more immediate attention [Records of Decision (RODs) for interim measures or removal actions] for the source Operable Units (OUs) while longer-term remediation investigations continue for the hydrogeologic regimes, which are labeled as integrator OUs. This remedial investigation work plan contains summaries of geographical, historical, operational, geological, and hydrological information specific to the unit. Taking advantage of the historical data base and ongoing monitoring activities and applying the observational approach to focus data gathering activities will allow the feasibility study to evaluate all probable or likely alternatives.

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

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

  19. Bridge Creek Watershed Volunteer Lake Secchi Disk Monitoring Program

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

    Li, Hong; Wardani, Jane

    2008-01-01T23:59:59.000Z

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

  2. Landowners lead successful Buck Creek restoration

    E-Print Network [OSTI]

    Boutwell, Kathryn S.

    2012-01-01T23:59:59.000Z

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

  3. Collaborative Monitoring in Walnut Creek, California1

    E-Print Network [OSTI]

    Standiford, Richard B.

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

  4. Clear Creek, Texas Flood Risk Management Project

    E-Print Network [OSTI]

    US Army Corps of Engineers

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

  5. Range Creek Calibrated Dates Beta-202190

    E-Print Network [OSTI]

    Provancher, William

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

  6. Buck CreekWatershed Protection Plan

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

    Beagle, Julie; Marzion, Rachael; Matella, Mary

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Tannenbaum, Sara Rose

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Purcell, Alison

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Schieffer, Emily; Smiley, Jerry

    2001-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Doehring, Carolyn; Rubin, Zan; Sahai, Rashmi

    2011-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1992-02-01T23:59:59.000Z

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

  13. Passive magnetic bearing system

    DOE Patents [OSTI]

    Post, Richard F.

    2014-09-02T23:59:59.000Z

    An axial stabilizer for the rotor of a magnetic bearing provides external control of stiffness through switching in external inductances. External control also allows the stabilizer to become a part of a passive/active magnetic bearing system that requires no external source of power and no position sensor. Stabilizers for displacements transverse to the axis of rotation are provided that require only a single cylindrical Halbach array in its operation, and thus are especially suited for use in high rotation speed applications, such as flywheel energy storage systems. The elimination of the need of an inner cylindrical array solves the difficult mechanical problem of supplying support against centrifugal forces for the magnets of that array. Compensation is provided for the temperature variation of the strength of the magnetic fields of the permanent magnets in the levitating magnet arrays.

  14. Centrifugally decoupling touchdown bearings

    DOE Patents [OSTI]

    Post, Richard F

    2014-06-24T23:59:59.000Z

    Centrifugally decoupling mechanical bearing systems provide thin tensioned metallic ribbons contained in a support structure. This assembly rotates around a stationary shaft being centered at low speeds by the action of the metal ribbons. Tension springs are connected on one end to the ribbons and on the other end to the support structure. The ribbons pass through slots in the inner ring of the support structure. The spring preloading thus insures contact (or near-contact) between the ribbons and the shaft at rotation speeds below the transition speed. Above this speed, however, the centrifugal force on the ribbons produces a tensile force on them that exceeds the spring tensile force so that the ribbons curve outward, effectively decoupling them from mechanical contact with the shaft. They still remain, however, in position to act as a touchdown bearing in case of abnormally high transverse accelerations.

  15. Radium bearing waste disposal

    SciTech Connect (OSTI)

    Tope, W.G.; Nixon, D.A.; Smith, M.L.; Stone, T.J.; Vogel, R.A. [Fernald Environmental Restoration Management Corp., Cincinnati, OH (United States); Schofield, W.D. [Foster Wheeler Environmental Corp. (United States)

    1995-07-01T23:59:59.000Z

    Fernald radium bearing ore residue waste, stored within Silos 1 and 2 (K-65) and Silo 3, will be vitrified for disposal at the Nevada Test Site (NTS). A comprehensive, parametric evaluation of waste form, packaging, and transportation alternatives was completed to identify the most cost-effective approach. The impacts of waste loading, waste form, regulatory requirements, NTS waste acceptance criteria, as-low-as-reasonably-achievable principles, and material handling costs were factored into the recommended approach.

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

    E-Print Network [OSTI]

    Anderson, Shannah; Balazs, Carolina

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Jordan, Preston D.; Javandel, Iraj

    2007-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Cousins, Mary; Storesund, Rune

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Hansen, Aren

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Daniels, Jubilee; Pagano, Laura

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Garcia, Luis; Orduna, Rodrigo

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Fiala, Shannon; Janes, Kelly; Sousa, Ricardo

    2010-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Mehran, M.

    2013-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Skrtic, Lana

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Eagon, Elizabeth; Largent, Jonathan

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2006-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Marchetti, Michael P; Moyle, Peter B

    1999-01-01T23:59:59.000Z

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

  10. Bearing construction for refrigeration compresssor

    DOE Patents [OSTI]

    Middleton, Marc G. (Wyoming, MI); Nelson, Richard T. (Worthington, OH)

    1988-01-01T23:59:59.000Z

    A hermetic refrigeration compressor has a cylinder block and a crankshaft rotatable about a vertical axis to reciprocate a piston in a cylinder on the cylinder block. A separate bearing housing is secured to the central portion of the cylinder block and extends vertically along the crankshaft, where it carries a pair of roller bearings to journal the crankshaft. The crankshaft has a radially extending flange which is journaled by a thrust-type roller bearing above the bearing housing to absorb the vertical forces on the crankshaft so that all three of the roller bearings are between the crankshaft and the bearing housing to maintain and control the close tolerances required by such bearings.

  11. White Creek and Nine Canyon wind farms Fact Sheet

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

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

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

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

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

  13. Omak Creek land acquisition Fact Sheet.indd

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

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

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

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

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

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

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

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

  16. Microsoft Word - Trimble_Creek_Acquisition_CX.doc

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

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

  17. Microsoft Word - CX_ThorneCreek_Final.doc

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

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

  18. Microsoft Word - CX_Beaver Creek.doc

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

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

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

    Open Energy Info (EERE)

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

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

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

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

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

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

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

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

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

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

  3. Bear Creek: a case study in locating historic site remains in southeast Texas

    E-Print Network [OSTI]

    Stahman, Andrea Renee

    2006-04-12T23:59:59.000Z

    In the Gulf Coastal Prairie and Marsh region of Texas, historic archaeological sites are often obscured by dense vegetation resulting in extremely limited surface visibility. In an environment such as this, historic sites can only be detected...

  4. Bear Creek: a case study in locating historic site remains in southeast Texas 

    E-Print Network [OSTI]

    Stahman, Andrea Renee

    2006-04-12T23:59:59.000Z

    In the Gulf Coastal Prairie and Marsh region of Texas, historic archaeological sites are often obscured by dense vegetation resulting in extremely limited surface visibility. In an environment such as this, historic sites ...

  5. Carbon Bearing Trace Gases

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

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOnItem NotEnergy,ARMForms About Batteries BatteriesCAESMissionMetal-OrganicCarbon Bearing

  6. Big Canyon Creek Ecological Restoration Strategy.

    SciTech Connect (OSTI)

    Rasmussen, Lynn; Richardson, Shannon

    2007-10-01T23:59:59.000Z

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

  7. DRAFT ENVIRONMENTAL ASSESSMENT1 PINE CREEK DAM, OKLAHOMA2

    E-Print Network [OSTI]

    US Army Corps of Engineers

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

  8. Forest Creek Wind Farm | Open Energy Information

    Open Energy Info (EERE)

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

  9. Papalote Creek Wind Farm | Open Energy Information

    Open Energy Info (EERE)

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

  10. Smith Creek Geothermal Project | Open Energy Information

    Open Energy Info (EERE)

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

  11. Fermilab | Tritium at Fermilab | Kress Creek Results

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

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

  12. Cobb Creek Geothermal Facility | Open Energy Information

    Open Energy Info (EERE)

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

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

    E-Print Network [OSTI]

    US Army Corps of Engineers

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

  14. Hoe Creek 1990 quarterly sampling cumulative report

    SciTech Connect (OSTI)

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

    1991-03-01T23:59:59.000Z

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

  15. Bear Head LNG Corporation and Bear Head LNG (USA), LLC - FE Dkt...

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

    Bear Head LNG Corporation and Bear Head LNG (USA), LLC - FE Dkt. No. - 15-33-LNG Bear Head LNG Corporation and Bear Head LNG (USA), LLC - FE Dkt. No. - 15-33-LNG The Office of...

  16. Hybrid air foil bearing with external pressurization 

    E-Print Network [OSTI]

    Park, Soongook

    2009-05-15T23:59:59.000Z

    Foil bearings are widely used for oil-free micro turbomachinery. One of the critical technical issues related to reliability of the foil bearings is a coating wear on the top foil and rotor during start/stops. Bearing ...

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

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Olson, Jessica J.

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Blackledge, Gina; Boisrame, Gabrielle

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Crockett, Richard; Cundy, Fiona; Hanley, Colin

    2010-01-01T23:59:59.000Z

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

  1. White Bear Lake Conservation District (Minnesota)

    Broader source: Energy.gov [DOE]

    This statute establishes the White Bear Lake Conservation District, which has the authority to set water and land use regulations for the area around White Bear Lake.

  2. Supernovae: Little bear's mass loss rate

    E-Print Network [OSTI]

    Trimble, VL

    1985-01-01T23:59:59.000Z

    Williamson (Dalhousie Univ. ). Supernovae Little Bear’s massidentified and defined supernovae as a distinct astronomicalType II (hydrogen-rich) supernovae, on the other hand, end

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

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

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

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

    E-Print Network [OSTI]

    Warde, Mary Jane

    2001-09-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

    Martinez, Adriana Elizabeth

    2009-05-15T23:59:59.000Z

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

  7. Microsoft Word - JockoSpringCreek_Scott_Acquisition_CX_Final...

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

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

  8. Microsoft Word - MissionCreek_Kingston_Acquisition_CX_final.doc

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

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

  9. Microsoft Word - CX_PistolCreek_Final.doc

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

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

  10. Mixed-mu superconducting bearings

    DOE Patents [OSTI]

    Hull, J.R.; Mulcahy, T.M.

    1998-03-03T23:59:59.000Z

    A mixed-mu superconducting bearing is disclosed including a ferrite structure disposed for rotation adjacent a stationary superconductor material structure and a stationary permanent magnet structure. The ferrite structure is levitated by said stationary permanent magnet structure. 9 figs.

  11. Mixed-mu superconducting bearings

    DOE Patents [OSTI]

    Hull, John R. (Hinsdale, IL); Mulcahy, Thomas M. (Western Springs, IL)

    1998-01-01T23:59:59.000Z

    A mixed-mu superconducting bearing including a ferrite structure disposed for rotation adjacent a stationary superconductor material structure and a stationary permanent magnet structure. The ferrite structure is levitated by said stationary permanent magnet structure.

  12. Testing and Lubrication for Single Race Bearings

    SciTech Connect (OSTI)

    Steinhoff, R.G.

    1998-03-04T23:59:59.000Z

    Three ES and H-compatible lubricants (Environment, Safety and Health) for single race bearing applications and one hybrid-material single race bearings were evaluated and compared against single race bearings with trichlorotrifluoroethane (Freon) deposition of low molecular weight polytetrafluoroethylene (PTFE) bearing lubricant extracted from Vydax{trademark}. Vydax is a product manufactured by DuPont consisting of various molecular weights of PTFE suspended in trichlorotrifluoroethane (Freon), which is an ozone-depleting solvent. Vydax has been used as a bearing lubricant in stronglink mechanisms since 1974. Hybrid bearings with silicon nitride balls and molded glass-nylon-Teflon retainers, bearings lubricated with titanium carbide (TiC) on the balls, bearings lubricated with sputtered MoS{sub 2} on races and retainers, and bearings lubricated with electrophoretically deposited MoS{sub 2} were evaluated. The bearings were maintained in a preloaded state in bearing cartridges during cycling and vibration tests. Bearings with electrophoretically deposited MoS{sub 2} performed as well as bearings lubricated with Vydax and were the best performing candidate. All candidates were suitable for low preload applications. Bearings with TiC coated balls and bearings lubricated with sputtered MoS{sub 2} on the races and retainers performed well at high preloads, though not as well as bearings lubricated with electrophoretic deposition of MoS{sub 2}. Bearings with silicon nitride balls were not suitable for high preload applications.

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

    E-Print Network [OSTI]

    Harwood, William Eugene

    1959-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Gibson, Brandy Deanne

    1997-01-01T23:59:59.000Z

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

  15. An economic evaluation of the Sulphur Creek Watershed Project

    E-Print Network [OSTI]

    Burns, Henry Taylor

    1967-01-01T23:59:59.000Z

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

  16. Hydrostatic bearings for a turbine fluid flow metering device

    DOE Patents [OSTI]

    Fincke, James R. (Rigby, ID)

    1982-01-01T23:59:59.000Z

    A rotor assembly fluid metering device has been improved by development of a hydrostatic bearing fluid system which provides bearing fluid at a common pressure to rotor assembly bearing surfaces. The bearing fluid distribution system produces a uniform film of fluid between bearing surfaces and allows rapid replacement of bearing fluid between bearing surfaces, thereby minimizing bearing wear and corrosion.

  17. Hydrostatic bearings for a turbine fluid flow metering device

    DOE Patents [OSTI]

    Fincke, J.R.

    1982-05-04T23:59:59.000Z

    A rotor assembly fluid metering device has been improved by development of a hydrostatic bearing fluid system which provides bearing fluid at a common pressure to rotor assembly bearing surfaces. The bearing fluid distribution system produces a uniform film of fluid between bearing surfaces and allows rapid replacement of bearing fluid between bearing surfaces, thereby minimizing bearing wear and corrosion. 3 figs.

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

    E-Print Network [OSTI]

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

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Anderson, Shannah; Maldague, Lorraine

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Smith, Craig S; Reust, Thomas P

    1995-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Williams, John L III

    2003-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Simons, Crystal; Walker, Katelyn; Zimring, Mark

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2001-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Bronner, Colleen; McKeon, Maggie; Weston, Janel

    2005-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Olson, Jessica J.

    2012-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Docto, Mia; Hoffman, Johanna; Walls, Scott

    2011-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Chan, Andre; Heard, Sarah K

    2006-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2004-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Brown, James; Storey, Kim

    1996-01-01T23:59:59.000Z

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

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

    Broader source: Energy.gov [DOE]

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

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

    SciTech Connect (OSTI)

    Olson, Jim [Washington Department of Fish and Wildlife

    2008-11-03T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1991-06-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Struhsacker, D.W. (ed.)

    1981-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

    2008-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

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

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

    SciTech Connect (OSTI)

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

    2007-05-08T23:59:59.000Z

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

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

    DOE Patents [OSTI]

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

    2007-05-08T23:59:59.000Z

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

  20. Magnetic bearing element with adjustable stiffness

    DOE Patents [OSTI]

    Post, Richard F

    2013-11-12T23:59:59.000Z

    A compact magnetic bearing element is provided which is made of permanent magnet discs configured to be capable of the adjustment of the bearing stiffness and levitation force over a wide range.

  1. Self-bearing motor design & control

    E-Print Network [OSTI]

    Imani Nejad, Mohammad

    2013-01-01T23:59:59.000Z

    This thesis presents the design, implementation and control of a new class of self-bearing motors. The primary thesis contributions include the design and experimental demonstration of hysteresis self-bearing motors, novel ...

  2. Rubber bearings for precision positioning systems

    E-Print Network [OSTI]

    Barton Martinelli, Augusto E

    2005-01-01T23:59:59.000Z

    In this thesis we investigate the use of thin rubber sheets or laminates of metal and rubber sheets as bearings in precision positioning systems. Such bearings have the potential to replace more conventional flexures ...

  3. Design of a low cost hydrostatic bearing

    E-Print Network [OSTI]

    Wong, Anthony Raymond

    2012-01-01T23:59:59.000Z

    This thesis presents the design and manufacturing method for a new surface self compensating hydrostatic bearing. A lumped resistance model was used to analyze the performance of the bearing and provide guidance on laying ...

  4. EVALUATION OF A LOW FRICTION - HIGH EFFICIENCY ROLLER BEARING ENGINE

    SciTech Connect (OSTI)

    Kolarik, Robert V. II; Shattuck, Charles W.; Copper, Anthony P.

    2009-06-30T23:59:59.000Z

    This Low Friction (High Efficiency Roller Bearing) Engine (LFE) report presents the work done by The Timken Company to conduct a technology demonstration of the benefits of replacing hydrodynamic bearings with roller bearings in the crankshaft and camshaft assemblies of an internal combustion engine for the purpose of collecting data sufficient to prove merit. The engines in the present study have been more extensively converted to roller bearings than any previous studies (40 needle roller bearings per engine) to gain understanding of the full potential of application of bearing technology. The project plan called for comparative testing of a production vehicle which was already respected for having demonstrated low engine friction levels with a rollerized version of that engine. Testing was to include industry standard tests for friction, emissions and fuel efficiency conducted on instrumented dynamometers. Additional tests for fuel efficiency, cold start resistance and other measures of performance were to be made in the actual vehicle. Comparative measurements of noise, vibration and harshness (NVH), were planned, although any work to mitigate the suspected higher NVH level in the rollerized engine was beyond the scope of this project. Timken selected the Toyota Avalon with a 3.5L V-6 engine as the test vehicle. In an attempt to minimize cost and fabrication time, a ‘made-from’ approach was proposed in which as many parts as possible would be used or modified from production parts to create the rollerized engine. Timken commissioned its test partner, FEV Engine Technology, to do a feasibility study in which they confirmed that using such an approach was possible to meet the required dimensional restrictions and tolerances. In designing the roller bearing systems for the crank and cam trains, Timken utilized as many production engine parts as possible. The crankshafts were produced from production line forgings, which use Timken steel, modified with special machining and heat treatment. Timken designed and manufactured all of the roller bearing related components such as the thrust bearing package. The production connecting rods and camshafts could not be used for the roller bearing engine, so new ones were produced according to the team’s designs using Timken steel. The remaining miscellaneous components were designed and procured by FEV. Timken prepared a display version of the crankshaft portion of the production engine without connecting rods which could be driven by a motor through a cogged-belt and electrically actuated clutch arrangement. A modified version was also made in which the engine was outfitted with roller bearings on the main bearing positions. Preliminary tests showed that the rollerized engine was running with 1/3 less friction than the standard display engine. Additional friction testing and noise characterization was cut short because of shipping damage to the rollerized engine display and because of other project priorities. The team did successfully demonstrate the ability to package roller bearings satisfactorily in numerous locations in a typical automotive engine. The scope of this project did not include durability demonstration and that subject would have to be addressed in any follow-on work. In the actual test phase, the rollerized engine did show significantly less friction in motored dynamometer tests compared to its production equivalent. The 5-10% improvement measured in this study was about half that seen in other studies. However, the fired test results did not show a reduction in friction which did not match prior experience or expectations. Subsequent teardown and inspection of the rollerized engine revealed potential sources of excessive friction in the experimental application. These features would be eliminated in a design not based on modification of production parts. The team is confident (based on experience) that friction reduction would be realized with proper modifications.

  5. Wildlife and Wildlife Habitat Loss Assessment at Hills Creek Dam and Reservoir Project, Middle Fork Willamette River, Oregon, 1985 Final Report.

    SciTech Connect (OSTI)

    Noyes, J.H.

    1985-09-01T23:59:59.000Z

    A habitat based assessment was conducted of the US Army Corps of Engineers' Hills Creek Dam and Reservoir Project on the Middle Fork Willamette River, Oregon, to determine losses or gains resulting from the development and operation of the hydroelectric related components of the project. Preconstruction, postconstruction, and recent vegetation cover types of the project site were mapped based on aerial photographs from 1944, 1964, and 1979, respectively. Vegetation cover types were identified within the affected area and acreages of each type at each period were determined. Fifteen wildlife target species were selected to represent a cross-section of species groups affected by the project. An interagency team evaluated the suitability of the habitat to support the target species at each time period. An evaluation procedure which accounted for both the quantity and quality of habitat was used to aid in assessing impacts resulting from the project. The Hills Creek Project extensively altered or affected 4662 acres of land and river in the Middle Fork Willamette River drainage. Impacts to wildlife centered around the loss of 2694 acres of old-growth forest and 207 acres of riparian habitat. Impacts resulting from the Hills Creek Project included the loss of winter range for Roosevelt elk, and the loss of year-round habitat for black-tailed deer, black bear, cougar, river otter, beaver, ruffed grouse, spotted owl, and other nongame species. Bald eagle and osprey were benefited by an increase in foraging habitat. The potential of the affected area to support wildlife was greatly altered as a result of the Hills Creek Project, losses or gains in the potential of the habitat to support wildlife will exist over the life of the project.

  6. Thin film superconductor magnetic bearings

    DOE Patents [OSTI]

    Weinberger, Bernard R. (Avon, CT)

    1995-12-26T23:59:59.000Z

    A superconductor magnetic bearing includes a shaft (10) that is subject to a load (L) and rotatable around an axis of rotation, a magnet (12) mounted to the shaft, and a stator (14) in proximity to the shaft. The stator (14) has a superconductor thin film assembly (16) positioned to interact with the magnet (12) to produce a levitation force on the shaft (10) that supports the load (L). The thin film assembly (16) includes at least two superconductor thin films (18) and at least one substrate (20). Each thin film (18) is positioned on a substrate (20) and all the thin films are positioned such that an applied magnetic field from the magnet (12) passes through all the thin films. A similar bearing in which the thin film assembly (16) is mounted on the shaft (10) and the magnet (12) is part of the stator (14) also can be constructed.

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

    Broader source: Energy.gov [DOE]

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

  8. Tillman Creek Mitigation Site As-Build Report.

    SciTech Connect (OSTI)

    Gresham, Doug [Otak, Inc.

    2009-05-29T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    2009-08-15T23:59:59.000Z

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

  10. sanfranciscoestuaryinstitute//finalreport Coyote Creek/Coyote Valley

    E-Print Network [OSTI]

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

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

    SciTech Connect (OSTI)

    Lyman, Hilary

    1999-11-01T23:59:59.000Z

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

  12. Valve assembly having remotely replaceable bearings

    DOE Patents [OSTI]

    Johnson, Evan R. (San Diego, CA); Tanner, David E. (Poway, CA)

    1980-01-01T23:59:59.000Z

    A valve assembly having remotely replaceable bearings is disclosed wherein a valve disc is supported within a flow duct for rotation about a pair of axially aligned bearings, one of which is carried by a spindle received within a diametral bore in the valve disc, and the other of which is carried by a bearing support block releasably mounted on the duct circumferentially of an annular collar on the valve disc coaxial with its diametrical bore. The spindle and bearing support block are adapted for remote removal to facilitate servicing or replacement of the valve disc support bearings.

  13. Hydrostatic bearings for a turbine fluid flow metering device

    DOE Patents [OSTI]

    Fincke, J.R.

    1980-05-02T23:59:59.000Z

    A rotor assembly fluid metering device has been improved by development of a hydrostatic bearing fluid system which provides bearing fluid at a common pressure to rotor assembly bearing surfaces. The bearing fluid distribution system produces a uniform film of fluid distribution system produces a uniform film of fluid between bearing surfaces and allows rapid replacement of bearing fluid between bearing surfaces, thereby minimizing bearing wear and corrosion.

  14. Notes 16. Analysis of tilting pad bearings

    E-Print Network [OSTI]

    San Andres, Luis

    2010-01-01T23:59:59.000Z

    NOTES 16. STATIC AND DYNAMIC FORCED PERFORMANCE OF TILTING PAD BEARINGS: ANALYSIS INCLUDING PIVOT STIFFNESS Dr. Luis San Andr?s Mast-Childs Professor August 2010 SUMMARY Work in progress ? still a lot of be done Introduction... Figure 1 shows a tilting pad journal bearing comprised of four pads. Each pad tilts about its pivot making a hydrodynamic film that generates a pressure reacting to the static load applied on the spinning journal. This type of bearing is typically...

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

    SciTech Connect (OSTI)

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

    1980-07-03T23:59:59.000Z

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

  16. Categorical Excluslon DeterminatIon 11'orn1 Project Title: Bear Creek Road Deferred Maintenance Reduction Project (4550)

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

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office511041clothAdvanced Materials Advanced. C o w l i t z C o .Fornl ProjectDeterminatIon 11'orn1 ......

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

    SciTech Connect (OSTI)

    Bransford, Stephanie [Nez Perce Tribe Fisheries/Watershed Program

    2009-05-01T23:59:59.000Z

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

  18. Dry Creek salt dome, Mississippi Interior Salt basin

    SciTech Connect (OSTI)

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

    1997-03-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Mallin, Michael

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

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

    E-Print Network [OSTI]

    Skrtic, Lana

    2005-01-01T23:59:59.000Z

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

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

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

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

  3. Microsoft Word - CX_PerryCreek_4.29.11.doc

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

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

  4. Microsoft Word - 2012_Rapid_Lightening_Creek_Easement_CX_Rev2...

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

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

  5. Gearbox Reliability Collaborative Bearing Calibration

    SciTech Connect (OSTI)

    van Dam, J.

    2011-10-01T23:59:59.000Z

    NREL has initiated the Gearbox Reliability Collaborative (GRC) to investigate the root cause of the low wind turbine gearbox reliability. The GRC follows a multi-pronged approach based on a collaborative of manufacturers, owners, researchers and consultants. The project combines analysis, field testing, dynamometer testing, condition monitoring, and the development and population of a gearbox failure database. At the core of the project are two 750kW gearboxes that have been redesigned and rebuilt so that they are representative of the multi-megawatt gearbox topology currently used in the industry. These gearboxes are heavily instrumented and are tested in the field and on the dynamometer. This report discusses the bearing calibrations of the gearboxes.

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

    E-Print Network [OSTI]

    Smith, Brooke Ray

    2007-01-01T23:59:59.000Z

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

  7. Self-adjusting magnetic bearing systems

    DOE Patents [OSTI]

    Post, R.F.

    1998-07-21T23:59:59.000Z

    A self-adjusting magnetic bearing automatically adjusts the parameters of an axially unstable magnetic bearing such that its force balance is maintained near the point of metastable equilibrium. Complete stabilization can be obtained with the application of weak restoring forces either from a mechanical bearing (running at near-zero load, thus with reduced wear) or from the action of residual eddy currents in a snubber bearing. In one embodiment, a torque is generated by the approach of a slotted pole to a conducting plate. The torque actuates an assembly which varies the position of a magnetic shunt to change the force exerted by the bearing. Another embodiment achieves axial stabilization by sensing vertical displacements in a suspended bearing element, and using this information in an electrical servo system. In a third embodiment, as a rotating eddy current exciter approaches a stationary bearing, it heats a thermostat which actuates an assembly to weaken the attractive force between the two bearing elements. An improved version of an electromechanical battery utilizing the designs of the various embodiments is described. 7 figs.

  8. Self-adjusting magnetic bearing systems

    DOE Patents [OSTI]

    Post, Richard F. (Walnut Creek, CA)

    1998-01-01T23:59:59.000Z

    A self-adjusting magnetic bearing automatically adjusts the parameters of an axially unstable magnetic bearing such that its force balance is maintained near the point of metastable equilibrium. Complete stabilization can be obtained with the application of weak restoring forces either from a mechanical bearing (running at near-zero load, thus with reduced wear) or from the action of residual eddy currents in a snubber bearing. In one embodiment, a torque is generated by the approach of a slotted pole to a conducting plate. The torque actuates an assembly which varies the position of a magnetic shunt to change the force exerted by the bearing. Another embodiment achieves axial stabilization by sensing vertical displacements in a suspended bearing element, and using this information in an electrical servo system. In a third embodiment, as a rotating eddy current exciter approaches a stationary bearing, it heats a thermostat which actuates an assembly to weaken the attractive force between the two bearing elements. An improved version of an electromechanical battery utilizing the designs of the various embodiments is described.

  9. Rotor and bearing system for a turbomachine

    DOE Patents [OSTI]

    Lubell, Daniel; Weissert, Dennis

    2006-09-26T23:59:59.000Z

    A rotor and bearing system for a turbomachine. The turbomachine includes a drive shaft, an impeller positioned on the drive shaft, and a turbine positioned on the drive shaft proximate to the impeller. The bearing system comprises one gas journal bearing supporting the drive shaft between the impeller and the turbine. The area between the impeller and the turbine is an area of increased heat along the drive shaft in comparison to other locations along the drive shaft. The section of the drive shaft positioned between impeller and the turbine is also a section of the drive shaft that experiences increased stressed and load in the turbomachine. The inventive bearing machine system positions only one radial bearing in this area of increased stress and load.

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

    E-Print Network [OSTI]

    Fiedler, Fritz R.

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

  11. Analytical and experimental investigations of hybrid air foil bearings

    E-Print Network [OSTI]

    Kumar, Manish

    2009-05-15T23:59:59.000Z

    rotary flow compressor, micro-turbines [2] and oil-free turbochargers [3]. Air Foil bearings, however, have reliability issues that stem from the wear caused by dry rubbing during startups and stops. These bearings also have limited heat dissipation... of Hybrid Airfoil Bearing? by Kumar, M., and Kim, D., 2008. Journal of Engineering for Gas Turbines and Power, 130, Copyright 2008 by ASME. 10 Table 1: Bearing parameters ? Simulation Parameters Value Bearing diameter, 2R 38.1 mm Bearing axial...

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

    E-Print Network [OSTI]

    Bertini, Robert L.

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

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

    E-Print Network [OSTI]

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

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

    E-Print Network [OSTI]

    Bogaerts, Steven

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

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

    E-Print Network [OSTI]

    RamĂ­rez, Jorge A.

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

  16. Bear Head LNG Corporation and Bear Head LNG (USA), LLC FE Docket No. 15-14-NG

    Broader source: Energy.gov [DOE]

    On January 23, 2015, Bear Head LNG Corporation and Bear Head LNG (USA), LLC (together, “Bear Head LNG”), filed an application for long-term, multi-contract authorization to engage in imports from,...

  17. Bear Head LNG Corporation and Bear Head LNG (USA), LLC- FE Dkt No. 15-14-NG

    Broader source: Energy.gov [DOE]

    On January 23, 2015, Bear Head LNG Corporation and Bear Head LNG (USA), LLC (together, “Bear Head LNG”), filed an application for long-term, multi-contract authorization to engage in imports from,...

  18. Evaluation of Calendar Year 1996 groundwater and surface water quality data for the Upper East Fork Poplar Creek Hydrogeologic Regime at the US Department of Energy Y-12 Plant, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    NONE

    1997-09-01T23:59:59.000Z

    This report presents an evaluation of the groundwater monitoring data obtained in the Upper East Fork Poplar Creek Hydrogeologic Regime (East Fork Regime) during calendar year (CY) 1996. The East Fork Regime encompasses several confirmed and suspected sources of groundwater contamination within industrialized areas of the US Department of Energy (DOE) Y-12 Plant in Bear Creek Valley (BCV) southeast of Oak Ridge, Tennessee. The CY 1996 groundwater and surface water monitoring data are presented in Calendar Year 1996 Annual Groundwater Monitoring Report for the Upper East Fork Poplar Creek Hydrogeologic Regime at the US Department of Energy Y-12 Plant, Oak Ridge, Tennessee, along with the required data evaluations specified in the Resource Conservation and Recovery Act (RCRA) post-closure permit for the East Fork Regime. This report provides additional evaluation of the CY 1996 groundwater and surface water monitoring data with an emphasis on regime-wide groundwater contamination and long-term concentration trends for regulated and non-regulated monitoring parameters.

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

  2. White Creek Wind Power Project | Open Energy Information

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

  7. Smith Creek Valley Geothermal Area | Open Energy Information

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

  11. Birch Creek Village Elec Util | Open Energy Information

    Open Energy Info (EERE)

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

  12. LaCreek Electric Assn, Inc | Open Energy Information

    Open Energy Info (EERE)

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

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

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

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

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

    Open Energy Info (EERE)

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

  15. Fourche Creek Wastewater Biomass Facility | Open Energy Information

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

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

    Open Energy Info (EERE)

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

  1. Compressor ported shroud for foil bearing cooling

    DOE Patents [OSTI]

    Elpern, David G. (Los Angeles, CA); McCabe, Niall (Torrance, CA); Gee, Mark (South Pasadena, CA)

    2011-08-02T23:59:59.000Z

    A compressor ported shroud takes compressed air from the shroud of the compressor before it is completely compressed and delivers it to foil bearings. The compressed air has a lower pressure and temperature than compressed outlet air. The lower temperature of the air means that less air needs to be bled off from the compressor to cool the foil bearings. This increases the overall system efficiency due to the reduced mass flow requirements of the lower temperature air. By taking the air at a lower pressure, less work is lost compressing the bearing cooling air.

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

    SciTech Connect (OSTI)

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

    1997-08-01T23:59:59.000Z

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

  3. Poynting-vector based method for determining the bearing and location of electromagnetic sources

    DOE Patents [OSTI]

    Simons, David J. (Modesto, CA); Carrigan, Charles R. (Tracy, CA); Harben, Philip E. (Livermore, CA); Kirkendall, Barry A. (Golden, CO); Schultz, Craig A. (Danville, CA)

    2008-10-21T23:59:59.000Z

    A method and apparatus is utilized to determine the bearing and/or location of sources, such as, alternating current (A.C.) generators and loads, power lines, transformers and/or radio-frequency (RF) transmitters, emitting electromagnetic-wave energy for which a Poynting-Vector can be defined. When both a source and field sensors (electric and magnetic) are static, a bearing to the electromagnetic source can be obtained. If a single set of electric (E) and magnetic (B) sensors are in motion, multiple measurements permit location of the source. The method can be extended to networks of sensors allowing determination of the location of both stationary and moving sources.

  4. A carbon nanotube bearing and Stodola rotor

    E-Print Network [OSTI]

    Cook, Eugene Hightower

    2008-01-01T23:59:59.000Z

    A nano-scale rotor supported on a cantilevered multi-wall carbon nanotube (MWNT) shaft (Stodola configuration) is proposed. The nanotube is also expected to function as the bearing, since individual walls of a MWNT are not ...

  5. Carbon nanotube bearings in theory and practice

    E-Print Network [OSTI]

    Cook, Eugene Hightower

    2011-01-01T23:59:59.000Z

    Carbon Nanotubes (CNTs) are attractive elements for bearings in Micro-Electro-Mechanical Systems (MEMS), because their structure comprises nested shells with no bonding and sub-nanometer spacing between them, enabling ...

  6. Flywheel energy storage with superconductor magnetic bearings

    DOE Patents [OSTI]

    Weinberger, Bernard R. (Avon, CT); Lynds, Jr., Lahmer (Glastonbury, CT); Hull, John R. (Hinsdale, IL)

    1993-01-01T23:59:59.000Z

    A flywheel having superconductor bearings has a lower drag to lift ratio that translates to an improvement of a factor of ten in the rotational decay rate. The lower drag results from the lower dissipation of melt-processed YBCO, improved uniformity of the permanent magnet portion of the bearings, operation in a different range of vacuum pressure from that taught by the art, and greater separation distance from the rotating members of conductive materials.

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

    SciTech Connect (OSTI)

    Not Available

    1992-10-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Not Available

    1992-01-01T23:59:59.000Z

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

  9. Remediation cleanup options for the Hoe Creek UCG site

    SciTech Connect (OSTI)

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

    1990-03-01T23:59:59.000Z

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

  10. Groundwater contamination near the Hoe Creek UCG experiments

    SciTech Connect (OSTI)

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

    1981-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

    Montgomery Watson Harza (Firm)

    2002-12-31T23:59:59.000Z

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

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

    E-Print Network [OSTI]

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

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

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

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

  14. Residual-oil-saturation-technology test, Bell Creek Field, Montana. Final report

    SciTech Connect (OSTI)

    Not Available

    1981-06-01T23:59:59.000Z

    A field test was conducted of the technology available to measure residual oil saturation following waterflood secondary oil recovery processes. The test was conducted in a new well drilled solely for that purpose, located immediately northwest of the Bell Creek Micellar Polymer Pilot. The area where the test was conducted was originally drilled during 1968, produced by primary until late 1970, and was under line drive waterflood secondary recovery until early 1976, when the area was shut in at waterflood depletion. This report presents the results of tests conducted to determine waterflood residual oil saturation in the Muddy Sandstone reservoir. The engineering techniques used to determine the magnitude and distribution of the remaining oil saturation included both pressure and sidewall cores, conventional well logs (Dual Laterolog - Micro Spherically Focused Log, Dual Induction Log - Spherically Focused Log, Borehole Compensated Sonic Log, Formation Compensated Density-Compensated Neutron Log), Carbon-Oxygen Logs, Dielectric Logs, Nuclear Magnetism Log, Thermal Decay Time Logs, and a Partitioning Tracer Test.

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

    SciTech Connect (OSTI)

    Asotin County Conservation District

    2008-12-10T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    2009-02-19T23:59:59.000Z

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

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

    Broader source: Energy.gov [DOE]

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

  18. Campbell Creek Research Homes FY 2012 Annual Performance Report

    SciTech Connect (OSTI)

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

    2013-01-01T23:59:59.000Z

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

  19. Method for changing removable bearing for a wind turbine generator

    DOE Patents [OSTI]

    Bagepalli, Bharat Sampathkumaran (Niskayuna, NY); Jansen, Patrick Lee (Scotia, NY); Gadre, Aniruddha Dattatraya (Rexford, NY)

    2008-04-22T23:59:59.000Z

    A wind generator having removable change-out bearings includes a rotor and a stator, locking bolts configured to lock the rotor and stator, a removable bearing sub-assembly having at least one shrunk-on bearing installed, and removable mounting bolts configured to engage the bearing sub-assembly and to allow the removable bearing sub-assembly to be removed when the removable mounting bolts are removed.

  20. Removable bearing arrangement for a wind turbine generator

    DOE Patents [OSTI]

    Bagepalli, Bharat Sampathkumaran; Jansen, Patrick Lee; Gadre, Aniruddha Dattatraya

    2010-06-15T23:59:59.000Z

    A wind generator having removable change-out bearings includes a rotor and a stator, locking bolts configured to lock the rotor and stator, a removable bearing sub-assembly having at least one shrunk-on bearing installed, and removable mounting bolts configured to engage the bearing sub-assembly and to allow the removable bearing sub-assembly to be removed when the removable mounting bolts are removed.

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

    SciTech Connect (OSTI)

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

    1983-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1983-01-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    2005-03-15T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Galler, Robert

    2002-03-01T23:59:59.000Z

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

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

    SciTech Connect (OSTI)

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

    1995-12-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Hedrick, David Layne

    1998-01-01T23:59:59.000Z

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

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

    E-Print Network [OSTI]

    Mehran, M.

    2014-01-01T23:59:59.000Z

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

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

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

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

  9. Wear Analysis of Wind Turbine Gearbox Bearings

    SciTech Connect (OSTI)

    Blau, Peter Julian [ORNL; Walker, Larry R [ORNL; Xu, Hanbing [ORNL; Parten, Randy J [ORNL; Qu, Jun [ORNL; Geer, Tom [ORNL

    2010-04-01T23:59:59.000Z

    The objective of this effort was to investigate and characterize the nature of surface damage and wear to wind turbine gearbox bearings returned from service in the field. Bearings were supplied for examination by S. Butterfield and J. Johnson of the National Wind Technology Center (NREL), Boulder, Colorado. Studies consisted of visual examination, optical and electron microscopy, dimensional measurements of wear-induced macro-scale and micro-scale features, measurements of macro- and micro-scale hardness, 3D imaging of surface damage, studies of elemental distributions on fracture surfaces, and examinations of polished cross-sections of surfaces under various etched and non-etched conditions.

  10. Review of underground coal-gasification field experiments at Hoe Creek. [Hoe Creek 1, 2, and 3

    SciTech Connect (OSTI)

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

    1982-05-26T23:59:59.000Z

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

  11. Geology of the Middle Beaver Creek area, Mason and Gillespie Counties, Texas

    E-Print Network [OSTI]

    Peterson, Don Hamilton

    1959-01-01T23:59:59.000Z

    AREA, NASGR AEG GILhNPIR COGRTIES, TEIAB ABSTRACT The Middle Beaver Creek area is situated on the soutlwsst flank of the Llano ?plift region in Mason and Gillespie Counties, Texas Hooks of Presa?brian, Psleosoie, Mesosois, and Genosois age... ' Figure 1. ? Map of' part of Mason and Gillespie Counties, Texass showing location of' the Middle Beaver Creek Area, on aoetats oosered aerial photographs. In order to aoourateIp locate and plot the oontaots asd faults, the photographs vere studies...

  12. Correlation of stratigraphy with revegetation conditions at the Gibbons Creek Lignite Mine, Grimes County, Texas

    E-Print Network [OSTI]

    Parisot, Laurence D.

    1991-01-01T23:59:59.000Z

    CORRELATION OF STRATIGRAPHY WITH REVEGETATION CONDITIONS AT THE GIBBONS CREEK LIGNITE MINE, GRIMES COUNTY, TEXAS A Thesis by LAURENCE D. PARISOT Submitted to the Office of Graduate Studies of Texas ARM University in partial fulfillment... of the requirements for the degree of MASTER OF SCIENCE December 1991 Major Subject: Geology CORRELATION OF STRATIGRAPHY WITH REVEGETATION CONDITIONS AT THE GIBBONS CREEK LIGNITE MINE, GRIMES COUNTY, TEXAS A Thesis by LAURENCE D. PARISOT ; Approved...

  13. Trout Creek, Oregon Watershed Assessment; Findings, Condition Evaluation and Action Opportunities, 2002 Technical Report.

    SciTech Connect (OSTI)

    Runyon, John

    2002-08-01T23:59:59.000Z

    The purpose of the assessment is to characterize historical and current watershed conditions in the Trout Creek Watershed. Information from the assessment is used to evaluate opportunities for improvements in watershed conditions, with particular reference to improvements in the aquatic environment. Existing information was used, to the extent practicable, to complete this work. The assessment will aid the Trout Creek Watershed Council in identifying opportunities and priorities for watershed restoration projects.

  14. Induction Motors Bearing Failures Detection and Diagnosis

    E-Print Network [OSTI]

    Boyer, Edmond

    using the mains current and the rotor speed measurement. The proposed approach is based on the stator current Park patterns. Induction motor stator currents are measured, recorded and used for Park patterns detection and diagnosis process. Experimental tests with artificial bearing damages results show

  15. Experimental verification of bifurcation in fluid bearings

    E-Print Network [OSTI]

    Deepak, James Christopher

    1997-01-01T23:59:59.000Z

    The thesis presents the results of the experiments that were conducted on short and long fluid film bearings with a simple single disk rotor. The behavior of the journal was analyzed as function of the rotor system parameters such as the load, speed...

  16. Early post-restoration re-vegetation performance and critical social and institutional factors in a landowner-involved restoration project on lower Wooden Valley Creek, Napa County, CA

    E-Print Network [OSTI]

    Levy, Morgan; Post, Charles

    2010-01-01T23:59:59.000Z

    of the lower Wooden Valley Creek behind McQueeny’s house (Conditions in the Suisun Creek Watershed (Napa/Solano Co. ).Property - South Suisun Creek Watershed Program, Riparian

  17. Fish Bulletin No. 98. The Life Histories of the Steelhead Rainbow Trout (Salmo gairdneri gairdneri) and Silver Salmon (Oncorhynchus kisutch) with Special Reference to Waddell Creek, California, and Recommendations Regarding Their Management

    E-Print Network [OSTI]

    Shapovalov, Leo; Taft, Alan C

    1954-01-01T23:59:59.000Z

    on fish foods in Waddell Creek Lagoon. Amer. Fish. Soc. ,p. 248–251. 1936. The Waddell Creek Experimental Station forsilver salmon from Waddell Creek caught near Fort Bragg.

  18. NORTH HILL CREEK 3-D SEISMIC EXPLORATION PROJECT

    SciTech Connect (OSTI)

    Marc T. Eckels; David H. Suek; Denise H. Harrison; Paul J. Harrison

    2004-05-06T23:59:59.000Z

    Wind River Resources Corporation (WRRC) received a DOE grant in support of its proposal to acquire, process and interpret fifteen square miles of high-quality 3-D seismic data on non-allotted trust lands of the Uintah and Ouray (Ute) Indian Reservation, northeastern Utah, in 2000. Subsequent to receiving notice that its proposal would be funded, WRRC was able to add ten square miles of adjacent state and federal mineral acreage underlying tribal surface lands by arrangement with the operator of the Flat Rock Field. The twenty-five square mile 3-D seismic survey was conducted during the fall of 2000. The data were processed through the winter of 2000-2001, and initial interpretation took place during the spring of 2001. The initial interpretation identified multiple attractive drilling prospects, two of which were staked and permitted during the summer of 2001. The two initial wells were drilled in September and October of 2001. A deeper test was drilled in June of 2002. Subsequently a ten-well deep drilling evaluation program was conducted from October of 2002 through March 2004. The present report discusses the background of the project; design and execution of the 3-D seismic survey; processing and interpretation of the data; and drilling, completion and production results of a sample of the wells drilled on the basis of the interpreted survey. Fifteen wells have been drilled to test targets identified on the North Hill Creek 3-D Seismic Survey. None of these wildcat exploratory wells has been a dry hole, and several are among the best gas producers in Utah. The quality of the data produced by this first significant exploratory 3-D survey in the Uinta Basin has encouraged other operators to employ this technology. At least two additional 3-D seismic surveys have been completed in the vicinity of the North Hill Creek Survey, and five additional surveys are being planned for the 2004 field season. This project was successful in finding commercial oil, natural gas and natural gas liquids production on a remote part of the Uintah & Ouray Reservation. Much of the natural gas and natural gas liquids are being produced from the Wingate Formation, which to our knowledge has never produced commercially anywhere. Another large percentage of the natural gas is being produced from the Entrada Formation which has not previously produced in this part of the Uinta Basin. In all, at least nine geologic formations are contributing hydrocarbons to these wells. This survey has clearly established the fact that high-quality data can be obtained in this area, despite the known obstacles.

  19. Improving Remedial Planning Performance: The Rattlesnake Creek Experience

    SciTech Connect (OSTI)

    Rieman, C.R.; Spector, H.L.; Andrews, S.M. [U.S. Army Corps of Engineers, Buffalo District, 1776 Niagara St., Buffalo, NY 14207 (United States); Durham, L. A.; Johnson, R. L. [Argonne National Laboratory, 9700 S. Cass Ave., EVS 900, Argonne, IL 60439 (United States); Racino, R. R. [Cabrera Services, Inc., 29 Railroad Avenue, Middletown, NY 10940 (United States)

    2006-07-01T23:59:59.000Z

    The U.S. Army Corps of Engineers (USACE), Buffalo District, has responsibility for characterizing and remediating radiologically contaminated properties under the Formerly Utilized Sites Remedial Action Program (FUSRAP). Most of these FUSRAP sites include radionuclide contamination in soils where excavation and offsite disposal is the selected remedial action. For many FUSRAP soil remediation projects completed to date, the excavated contaminated soil volumes have significantly exceeded the pre-excavation volume estimates that were developed for project planning purposes. The exceedances are often attributed to limited and sparse datasets that are used to calculate the initial volume estimates. These volume exceedances complicate project budgeting and planning. Building on these experiences, the USACE took a different approach in the remediation of Rattlesnake Creek, located adjacent to the Ashland 2 site, in Tonawanda, New York. This approach included a more extensive pre-design data collection effort to improve and reduce the uncertainty in the pre-excavation volume estimates, in addition to formalizing final status survey data collection strategies prior to excavation. The final status survey sampling was fully integrated with the pre-design data collection, allowing dual use of the pre-design data that was collected (i.e., using the data to close out areas where contamination was not found, and feeding the data into volume estimates when contamination was encountered). The use of real-time measurement techniques (e.g., X-ray fluorescence [XRF] and gamma walkover surveys) during pre-excavation data collection allowed the USACE to identify and respond to unexpected contamination by allocating additional data collection to characterizing new areas of concern. The final result was an estimated soil volume and excavation footprint with a firm technical foundation and a reduction in uncertainty. However, even with extensive pre-design data collection, additional contamination was found during the excavation that led to an increase in the soil volume requiring offsite disposal. This paper describes the lessons learned regarding improving remedial planning performance from the Rattlesnake Creek experience and evaluates the level of project uncertainty reduction achieved through pre-design data collection. (authors)

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

    E-Print Network [OSTI]

    Olson, Jessica J.

    2012-01-01T23:59:59.000Z

    EDAW 2007. Potrero Hills Landfill FEIR Volume 1. Solanothe headwaters at Potrero Hills Landfill is the headwatersBranch Creek, Potrero Hills Landfill and a private rancher

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

    E-Print Network [OSTI]

    Tannenbaum, Sara Rose

    2011-01-01T23:59:59.000Z

    history of urban stream restoration. Aquatic Conservation:on Codornices Creek”. Restoration of Rivers and Streams.Restoration of Rivers and Streams, Water Resources

  2. Strain based preload measurement in drive axle pinion bearings

    E-Print Network [OSTI]

    Thomas, Anthony H., 1981-

    2005-01-01T23:59:59.000Z

    Bearing setting has a significant impact on bearing life and system performance. A strain based load measurement technique that has been previously developed and patented will be used to measure preload in automotive drive ...

  3. Design, dynamic modeling, simulation and feedback control of hydrostatic bearing

    E-Print Network [OSTI]

    Rothenhöfer, Gerald S. (Gerald Sven)

    2007-01-01T23:59:59.000Z

    A hydrostatic bearing carriage (Hydrocline) that uses an open face linear motor to drive the carriage as well as to preload the hydrostatic bearings has been developed by Professor Alexander Slocum and Gerald Rothenhöfer ...

  4. Reservoir characterization of Mary Lee and Black Creek coals at the Rock Creek field laboratory, Black Warrior basin. Topical report, May-December 1992

    SciTech Connect (OSTI)

    Young, G.B.C.; Paul, G.W.

    1993-08-01T23:59:59.000Z

    A three-dimensional multi-well simulation study was performed for the Rock Creek project site to better understand the relationships between coal reservoir properties, well completion practices, and actual well performance. The reservoir study provided insights on the efficacy of single versus multiple seam completions, the incremental gas recovery resulting from remedial stimulations, and the impact of well spacing on expected long-term gas recovery. The Mary Lee and Black Creek coal groups were characterized by matching production and pressure history for eight Rock Creek producing wells and their surrounding monitor wells. The simulation grid included the Oak Grove mine and degas field located south of the Rock Creek site. Results of well test analyses, corehole-based gas content measurements, and individual coal group gas production from zone isolation packer tests were used to validate the simulation results. Various hydraulic fracture and remedial stimulations were analyzed to compare the effectiveness of different stimulation designs used at the site. Alternative well spacing strategies were examined to assess the effects of interference on long-term gas recovery.

  5. Notes 03. Kinematics of motion in cylindrical journal bearings

    E-Print Network [OSTI]

    San Andres, Luis

    2009-01-01T23:59:59.000Z

    PhVUx PhV zx ? ????? ??? ?? 12;212 22 (3.3) leads to Reynolds Equation of Classical Lubrication Theory, ? ? ? ? ?? ? ?? ? ? ? ? ?? ?? ? ?? ? ? ? ? ??? ??? ? z Ph zx Ph x... ?? ? ?? ? ? ? ? ? ? ? ?? ? ? ?? ?? ?? ? ? ?? ? ? ??? (3.5) Fluid Flow in a Cylindrical Journal Bearing Cylindrical fluid film bearings are commonly used to support loads, static and dynamic, in rotating machinery. These lubricated bearings also introduce viscous damping that aids in reducing...

  6. SHORT COMMUNICATION Behaviour of brown bears killing wild ungulates

    E-Print Network [OSTI]

    Boyer, Edmond

    SHORT COMMUNICATION Behaviour of brown bears killing wild ungulates in the Cantabrian Mountains documentation regarding bear predation on wild ungulates in Southern Europe. We describe search, detection wild boar by a female bear with cubs surprised by a sudden encounter. They did not eat the boar after

  7. Willow Creek Wildlife Mitigation Project. Final Environmental Assessment.

    SciTech Connect (OSTI)

    NONE

    1995-04-01T23:59:59.000Z

    Today`s notice announces BPA`s proposal to fund land acquisition or acquisition of a conservation easement and a wildlife management plan to protect and enhance wildlife habitat at the Willow Creek Natural Area in Eugene, Oregon. This action would provide partial mitigation for wildlife and wildlife habitat lost by the development of Federal hydroelectric projects in the Willamette River Basin. The project is consistent with BPA`s obligations under provisions of the Pacific Northwest Electric Power Planning and Conservation Act of 1980 as outlined by the Northwest Power Planning Council`s 1994 Columbia River Basin Fish and Wildlife Program. BPA has prepared an environmental assessment (DOE/EA-1023) evaluating the proposed project. Based on the analysis in the EA, BPA has determined that the proposed action is not a major Federal action significantly affecting the quality of the human environment, within the meaning of the National Environmental Policy Act (NEPA) of 1969. Therefore, the preparation of an environmental impact statement (EIS) is not required and BPA is issuing this FONSI.

  8. West Foster Creek Expansion Project 2007 HEP Report.

    SciTech Connect (OSTI)

    Ashley, Paul R.

    2008-02-01T23:59:59.000Z

    During April and May 2007, the Columbia Basin Fish and Wildlife Authority's (CBFWA) Regional HEP Team (RHT) conducted baseline Habitat Evaluation Procedures (HEP) (USFWS 1980, 1980a) analyses on five parcels collectively designated the West Foster Creek Expansion Project (3,756.48 acres). The purpose of the HEP analyses was to document extant habitat conditions and to determine how many baseline/protection habitat units (HUs) to credit Bonneville Power Administration (BPA) for funding maintenance and enhancement activities on project lands as partial mitigation for habitat losses associated with construction of Grand Coulee and Chief Joseph Dams. HEP evaluation models included mule deer (Odocoileus hemionus), western meadowlark (Sturnella neglecta), sharp-tailed grouse, (Tympanuchus phasianellus), Bobcat (Lynx rufus), mink (Neovison vison), mallard (Anas platyrhynchos), and black-capped chickadee (Parus atricapillus). Combined 2007 baseline HEP results show that 4,946.44 habitat units were generated on 3,756.48 acres (1.32 HUs per acre). HEP results/habitat conditions were generally similar for like cover types at all sites. Unlike crediting of habitat units (HUs) on other WDFW owned lands, Bonneville Power Administration received full credit for HUs generated on these sites.

  9. Postburn core-drilling results from Hoe Creek 3

    SciTech Connect (OSTI)

    Ramirez, A.L.; Ganow, H.C.; Wilder, D.G.

    1981-10-08T23:59:59.000Z

    This paper presents interpretations derived from the analysis of the postburn drilling results from the Hoe Creek 3 experiment. Sixteen partially cored boreholes were drilled using an HQ triple-tube core barrel. The general objectives of this work were to establish the characteristics of the burn cavity and of the materials within and surrounding the cavity. The lateral extent of the burn and the characteristics of the collapsed region overlying the burn cavity were also to be investigated. Important conclusions derived from this study include the following: (1) The horizontally drilled link borehole strongly controlled burn cavity shape and location; no significant combustion occurred below the link; (2) the slag may have acted as an insulation blanket, protecting the coal below the horizontal link borehole; (3) significant roof collapse occurred during the course of the experiment, probably inducing substantial heat losses; (4) the lateral extent of the burn was greatest along the Felix 2 seam; the cavity outline in plan view is shaped like a teardrop; a vertical transverse cross section through the cavity shows a mushroom-shaped outline; (5) roof collapse after the end of the experiment filled much of the space within and above the cavity, producing a mechanically disturbed zone full of voids and weak materials. A zone of fractures or loosened material exists in the remaining (uncollapsed) roof and wall materials, surrounding and paralleling the upper margins of the collapsed region. A void zone was found near the bottom of the collapsed region.

  10. Evaluation of dredged material proposed for ocean disposal from Westchester Creek project area, New York

    SciTech Connect (OSTI)

    Pinza, M.R.; Gardiner, W.W.; Barrows, E.S.; Borde, A.B.

    1996-11-01T23:59:59.000Z

    The objective of the Westchester Creek project was to evaluate proposed dredged material from this area to determine its suitability for unconfined ocean disposal at the Mud Dump Site. Westchester Creek was one of five waterways that the US Army Corps of Engineers- New York District (USACE-NYD) requested the Battelle/Marine Sciences Laboratory (MSL) to sample and evaluate for dredging and disposal in May 1995. The evaluation of proposed dredged material from the Westchester Creek project area consisted of bulk sediment chemical analyses, chemical analyses of dredging site water and elutriate, benthic acute and water-column toxicity tests, and bioaccumulation studies. Thirteen individual sediment core samples were collected from this area and analyzed for grain size, moisture content, and total organic carbon (TOC). One composite sediment sample representing the Westchester Creek area to be dredged, was analyzed for bulk density, specific gravity, metals, chlorinated pesticides, polychlorinated biphenyl (PCB) congeners, polynuclear aromatic hydrocarbons (PAHs), and 1,4-dichlorobenzene. Dredging site water and elutriate water, which is prepared from the suspended- particulate phase (SPP) of the Westchester Creek sediment composite, was analyzed for metals, pesticides, and PCBS.

  11. Gerotor and bearing system for whirling mass orbital vibrator

    DOE Patents [OSTI]

    Brett, James Ford; Westermark, Robert Victor; Turner Jr., Joey Earl; Lovin, Samuel Scott; Cole, Jack Howard; Myers, Will

    2007-02-27T23:59:59.000Z

    A gerotor and bearing apparatus for a whirling mass orbital vibrator which generates vibration in a borehole. The apparatus includes a gerotor with an inner gear rotated by a shaft having one less lobe than an outer gear. A whirling mass is attached to the shaft. At least one bearing is attached to the shaft so that the bearing engages at least one sleeve. A mechanism is provided to rotate the inner gear, the mass and the bearing in a selected rotational direction in order to cause the mass, the inner gear, and the bearing to backwards whirl in an opposite rotational direction. The backwards whirling mass creates seismic vibrations.

  12. Dissolved Oxygen in Allen CreekDissolved Oxygen in Allen Creek Dissolved oxygen (DO) enters the water by diffusion from air, as a by-product of photosynthesis and

    E-Print Network [OSTI]

    Tyler, Christy

    Dissolved Oxygen in Allen CreekDissolved Oxygen in Allen Creek Dissolved oxygen (DO) enters and rapids. There is an inverse relationship between temperature and DO, i.e. colder water holds more oxygen it supplies oxygen to aquatic organisms. Higher DO levels also give the water a better taste. Figure 2. During

  13. Well drilling tool with diamond radial/thrust bearings

    SciTech Connect (OSTI)

    Nagel, D.D.; Aparicio, T. Jr.

    1983-10-18T23:59:59.000Z

    A turbodrill is disclosed for connection to a drill string and has a rotating shaft for turning a drill bit. The turbodrill has rotor and stator blades operated by drilling mud flowing therethrough to rotate the shaft. The shaft is provided with radial/thrust bearing consisting of a pair of annular plates, each of which has conical surfaces supporting a plurality of friction bearing members of polycrystalline diamond. The radial and thrust loads are carried by the wear-resistant diamond bearing surfaces. The bearing members are preferably cylindrical studs having flat faces with flat disc-shaped diamond bearing members supported thereon around the adjacent surfaces of the supporting plates. The faces of the diamond bearings will wear into smoothly mating conical bearing surfaces with use. There are two or more pairs of diamond radial/thrust bearings to handle longitudinal as well as radial loads. The use of the diamond radial/thrust bearings makes it possible to eliminate the lubricant-flooded construction of prior art turbodrills and allow the bearings to be cooled and lubricated be drilling fluid flowing therethrough. The diamond radial/thrust bearings may be used with lubricant-flooded turbodrills and with other types of downhole motor driven drills such as drills driven by positive displacement motors.

  14. Boiling Water at Hot Creek--The Dangerous and Dynamic Thermal Springs in California's Long Valley Caldera

    E-Print Network [OSTI]

    Torgersen, Christian

    ). Conditions in Hot Creek can change very quickly. These fish--caught in a burst of high-temperature water" or intermittently spurting very hot, sediment-laden water as high as 6 feet (2 m) above the stream surface. At timesBoiling Water at Hot Creek--The Dangerous and Dynamic Thermal Springs in California's Long Valley

  15. Simulation of contaminated sediment transport in White Oak Creek basin

    SciTech Connect (OSTI)

    Bao, Y.; Clapp, R.B.; Brenkert, A.L. [Oak Ridge National Lab., TN (United States); Moore, T.D. [Department of Civil and Environmental Engineering, University of Tennessee, Knoxville, TN (United States); Fontaine, T.A. [Department of Civil and Environmental Engineering, South Dakota School of Mines and Technology, Rapid City, SD (United States)

    1995-12-31T23:59:59.000Z

    This paper presents a systematic approach to management of the contaminated sediments in the White Oak Creek watershed at Oak Ridge National Laboratory near Oak Ridge, Tennessee. The primary contaminant of concern is radioactive cesium-137 ({sup 137}Cs), which binds to soil and sediment particles. The key components in the approach include an intensive sampling and monitoring system for flood events; modeling of hydrological processes, sediment transport, and contaminant flux movement; and a decision framework with a detailed human health risk analysis. Emphasis is placed on modeling of watershed rainfall-runoff and contaminated sediment transport during flooding periods using the Hydrologic Simulation Program- Fortran (HSPF) model. Because a large number of parameters are required in HSPF modeling, the major effort in the modeling process is the calibration of model parameters to make simulation results and measured values agree as closely as possible. An optimization model incorporating the concepts of an expert system was developed to improve calibration results and efficiency. Over a five-year simulation period, the simulated flows match the observed values well. Simulated total amount of sediment loads at various locations during storms match with the observed values within a factor of 1.5. Simulated annual releases of {sup 137}Cs off-site locations match the data within a factor of 2 for the five-year period. The comprehensive modeling approach can provide a valuable tool for decision makers to quantitatively analyze sediment erosion, deposition, and transport; exposure risk related to radionuclides in contaminated sediment; and various management strategies.

  16. Salt Creek Canyon, Canyonlands, Utah, May 2010 One week after the fact, at the tail-end of the weekend, I'm sitting down to write

    E-Print Network [OSTI]

    Bardsley, John

    Salt Creek Canyon, Canyonlands, Utah, May 2010 One week after the fact, at the tail the week following UM's graduation, and reserving backcountry camp sites in Canyonlands' Salt Creek Canyon. The itinerary would take us from the south end of Salt Creek Canyon to the Needles' District visitor center

  17. Diagenesis of sandstones from the Douglas Creek member of the Green River Formation (Eocene) at Red Wash field, Uintay County, Utah

    E-Print Network [OSTI]

    Ray, Earl Scott

    1985-01-01T23:59:59.000Z

    , sandstone and some limestone and dolomite beds. The Garden Creek Member at Red Wash Field is about 550 ft (168 m) thick. The Parachute Creek Member, overlying the Garden Creek, is largely oil shale, gray shale, and limestone and dolomite beds...

  18. Biological monitoring of Upper Three Runs Creek, Savannah River Plant, Aiken County, South Carolina

    SciTech Connect (OSTI)

    Specht, W.L.

    1991-10-01T23:59:59.000Z

    In anticipation of the fall 1988 start up of effluent discharges into Upper Three Creek by the F/H Area Effluent Treatment Facility of the Savannah River Site, Aiken, SC, a two and one half year biological study was initiated in June 1987. Upper Three Runs Creek is an intensively studied fourth order stream known for its high species richness. Designed to assess the potential impact of F H area effluent on the creek, the study includes qualitative and quantitative macroinvertebrate stream surveys at five sites, chronic toxicity testing of the effluent, water chemistry and bioaccumulation analysis. This final report presents the results of both pre-operational and post-operational qualitative and quantitative (artificial substrate) macroinvertebrate studies. Six quantitative and three qualitative studies were conducted prior to the initial release of the F/H ETF effluent and five quantitative and two qualitative studies were conducted post-operationally.

  19. Biomonitoring of fish communities, using the index of Biotic Integrity, as an indicator of the success of soil conservation measures in the Rabbit Creek and Middle Creek watersheds, Macon County, North Carolina

    SciTech Connect (OSTI)

    Not Available

    1993-08-01T23:59:59.000Z

    Fish communities in two upper Little Tennessee River tributaries, Rabbit Creek and Middle Creek, both located in Macon County, North Carolina, were monitored using IBI methods in 1990 and again in 1992. A single site, each on the lower reaches of its respective creek, was chosen to reflect the influence of conditions throughout the watershed and to provide a measure of water quality exiting the watershed. The Rabbit Creek watershed (Holly Springs community) has a long history of settlement and agricultural use. Dominant land uses today are pasture in the bottom lands and residential development at higher elevations. Much of the upper portion of the Middle Creek watershed on the slopes of Scaly Mountain is devoted to cabbage farming, often on steep slopes and highly erodible soils. From the cabbage growing area, the creek drops 400 feet to the lower valley. Other common land uses include residential, livestock, and forest. Both streams are characterized by heavy sedimentation and frequent high turbidity. Both streams showed marked improvement between 1990 and 1992. In 1990, Rabbit Creek`s IBI score was 31.0, for a bioclass rating of ``poor.`` In 1992, the IBI score was 42.1 for a bioclass rating of ``fair.`` For Middle Creek, the corresponding figures and ratings are 42.1 (fair) and 54.5 (good). Examination of the data for Rabbit Creek shows a reduction in the proportion of pollution-tolerant species, a higher proportion of specialized insectivores, a higher catch rate (reflecting higher total numbers of fish), and an additional intolerant species. In both cases, the data (supported by visual observation) suggests the causative factor is reduced sedimentation.

  20. Johnson Creek Artificial Propagation and Enhancement Project Operations and Maintenance Program; Brood Year 2000: Johnson Creek Chinook Salmon Supplementation, Biennial Report 2000-2002.

    SciTech Connect (OSTI)

    Daniel, Mitch; Gebhards, John; Hill, Robert

    2003-05-01T23:59:59.000Z

    The Nez Perce Tribe, through funding provided by the Bonneville Power Administration, has implemented a small scale chinook salmon supplementation program on Johnson Creek, a tributary in the South Fork of the Salmon River, Idaho. The Johnson Creek Artificial Propagation Enhancement project was established to enhance the number of threatened Snake River summer chinook salmon (Oncorhynchus tshawytscha) returning to Johnson Creek through artificial propagation. Adult chinook salmon trapping, broodstock selection, and spawning was first implemented in 1998, did not occur in 1999, and was resumed in 2000. A total of 152 salmon were trapped in Johnson Creek in 2000, of which 73 (25 males, 16 females, and 32 jacks) fish were transported to Idaho Fish and Game=s South Fork Salmon River adult holding and spawning facility for artificial propagation purposes. The remaining 79 (29 males, 16 females, and 24 jacks) fish were released above the weir to spawn naturally. A total of 65,060 green eggs were taken from 16 female salmon and transported to the McCall Fish Hatchery for incubation and rearing. Egg counts indicated an average eye-up rate of 86.0% for 55,971 eyed eggs. Average fecundity for Johnson Creek females was 4,066 eggs per female. Juvenile fish were reared indoors at the McCall Fish Hatchery through November 2001. These fish were transferred to outdoor rearing facilities in December 2001 where they remained until release in March 2002. All of these fish were marked with Coded Wire Tags and Visual Implant Elastomer tags. In addition 9,987 were also PIT tagged. Hand counts provided by marking crews were used to amend the number of juvenile salmon released from the original egg count. A total of 57,392 smolts were released into a temporary acclimation channel in Johnson Creek on March 18, 19, 20, 2002. These fish were held in this facility until a fish screen was removed on March 22, 2002 and the fish were allowed to emigrate.

  1. Uranium in the Oatman Creek granite of Central Texas and its economic potential

    E-Print Network [OSTI]

    Conrad, Curtis Paul

    1982-01-01T23:59:59.000Z

    OF SCIENCE December 1982 Major Subject: GEOLOGY URANIUM IN THE OATMAN CREEK GRANITE OF CENTRAL TEXAS AND ITS ECONOMIC POTENTIAL A Thesis by CURTIS PAUL CONRAD Approved as to sty1e and content by; C airman of Committee Member em er ep men December... 1982 ABSTRACT Uranium in the Datman Creek Granite of Central Texas and its Economic Potential . (December 1 982) Curtis Paul Conrad, B. S. , Texas ABN University Chairman of Adv1sory Comm1ttee: Dr. Thomas T. Tieh Recent studies indicate that many...

  2. Steam tracer experiment at the Hoe Creek No. 3 underground coal gasification field test

    SciTech Connect (OSTI)

    Thorsness, C.B.

    1980-11-26T23:59:59.000Z

    Water plays an important role in in-situ coal gasification. To better understand this role, we conducted a steam tracer test during the later stages of the Hoe Creek No. 3 underground coal gasification field test. Deuterium oxide was used as the tracer. This report describes the tracer test and the analysis of the data obtained. The analysis indicates that at Hoe Creek the injected steam interacts with a large volume of water as it passes through the underground system. We hypothesize that this water is undergoing continual reflux in the underground system, resulting in a tracer response typical of a well-stirred tank.

  3. Elastohydrodynamic behavior of compliant slider bearings

    E-Print Network [OSTI]

    Herrington, Rodney Emerson

    1973-01-01T23:59:59.000Z

    ctions 65 3 Z Two dimensional bearing displacements . 33 Film thickness variation due to Poisson's ratio . 34 Film thickness variation due to elastic modulus . 35 Film thickness variation due to loading . 36 Film thickness variation due to viscosity... measurements of tangential and normal forces during the rotation of a lower conical platen. Stresses were found from the equation 3M I Z 2TrR where M is the total torque exerted by the liquid and R is the radius 0 of the cone-plate system. Also, (7- g ZF...

  4. High Temperature, Permanent Magnet Biased Magnetic Bearings

    E-Print Network [OSTI]

    Gandhi, Varun R.

    2010-07-14T23:59:59.000Z

    , then the molding process was carried out to form the potting cement on the each stator. After this the stators are baked in the oven and once ready the magnets and back-irons are put onto the stator. Shown below in Figure 3-11 is an assembly tool designed... rings. The bearing and its support rings were then carried onto the test rig and mounted at one end of the table. Throughout the assembly process a lot of care had to be taken so as to avoid damaging of the permanent magnets, stator and its coils...

  5. Sleeping Bear Wind Farm | Open Energy Information

    Open Energy Info (EERE)

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

  6. Bear Canyon Geothermal Facility | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia: EnergyAvignon, France:Barstow,Bayport Biomass FacilityBear Canyon

  7. Bear Valley Electric Service | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia: EnergyAvignon, France:Barstow,Bayport Biomass FacilityBear

  8. Photographs on front cover (clockwise, from upper left): (upper left) Visible mercury at contact between alluvium and slate bedrock, Sailor Flat Mine, Greenhorn Creek drainage, Nevada County, California; total length of ruler is

    E-Print Network [OSTI]

    at contact between alluvium and slate bedrock, Sailor Flat Mine, Greenhorn Creek drainage, Nevada County

  9. Atmospheric Mercury Concentrations Near Salmon Falls Creek Reservoir - Phase 1

    SciTech Connect (OSTI)

    M. L. Abbott

    2005-10-01T23:59:59.000Z

    Elemental and reactive gaseous mercury (EGM/RGM) were measured in ambient air concentrations over a two-week period in July/August 2005 near Salmon Falls Creek Reservoir, a popular fishery located 50 km southwest of Twin Falls, Idaho. A fish consumption advisory for mercury was posted at the reservoir in 2002 by the Idaho Department of Health and Welfare. The air measurements were part of a multi-media (water, sediment, precipitation, air) study initiated by the Idaho Department of Environmental Quality and the U.S. Environmental Protection Agency (EPA) Region 10 to identify potential sources of mercury contamination to the reservoir. The sampling site is located about 150 km northeast of large gold mining operations in Nevada, which are known to emit large amounts of mercury to the atmosphere (est. 2,200 kg/y from EPA 2003 Toxic Release Inventory). The work was co-funded by the Idaho National Laboratory’s Community Assistance Program and has a secondary objective to better understand mercury inputs to the environment near the INL, which lies approximately 230 km to the northeast. Sampling results showed that both EGM and RGM concentrations were significantly elevated (~ 30 – 70%, P<0.05) compared to known regional background concentrations. Elevated short-term RGM concentrations (the primary form that deposits) were likely due to atmospheric oxidation of high EGM concentrations, which suggests that EGM loading from upwind sources could increase Hg deposition in the area. Back-trajectory analyses indicated that elevated EGM and RGM occurred when air parcels came out of north-central and northeastern Nevada. One EGM peak occurred when the air parcels came out of northwestern Utah. Background concentrations occurred when the air was from upwind locations in Idaho (both northwest and northeast). Based on 2003 EPA Toxic Release Inventory data, it is likely that most of the observed peaks were from Nevada gold mine sources. Emissions from known large natural mercury sources in that area cannot account for the observed EGM peaks due to their diffuse source geometry and the large (170 km) transport distance involved. The EGM peak originating from northwestern Utah air may be from three known mercury sources west of Salt Lake City (Kennecott, US Magnesium, Clean Harbors Aragonite) and/or the 1600 MW coal-fired Intermountain Power plant near Delta. However, the relative importance of these short-term peaks for long-term watershed mercury loading (critical factor affecting fish concentrations) is not known, and there is a need to better quantify the annual frequency and magnitude of these different inputs over a longer period of time.

  10. Atmospheric Mercury near Salmon Falls Creek Reservoir in Southern Idaho

    SciTech Connect (OSTI)

    Michael L. Abbott; Jeffrey J. Einerson

    2007-12-01T23:59:59.000Z

    Gaseous elemental mercury (GEM) and reactive gaseous mercury (RGM) were measured over two-week seasonal field campaigns near Salmon Falls Creek Reservoir in south-central Idaho from the summer of 2005 through the fall of 2006 and over the entire summer of 2006 using automated Tekran mercury analyzers. GEM, RGM, and particulate mercury (HgP) were also measured at a secondary site 90 km to the west in southwestern Idaho during the summer of 2006. The study was performed to characterize mercury air concentrations in the southern Idaho area for the first time, estimate mercury dry deposition rates, and investigate the source of observed elevated concentrations. High seasonal variability was observed with the highest GEM (1.91 ± 0.9 ng m-3) and RGM (8.1 ± 5.6 pg m-3) concentrations occurring in the summer and lower values in the winter (1.32 ± 0.3 ng m-3, 3.2 ± 2.9 pg m-3 for GEM, RGM respectively). The summer-average HgP concentrations were generally below detection limit (0.6 ± 1 pg m-3). Seasonally-averaged deposition velocities calculated using a resistance model were 0.034 ± 0.032, 0.043 ± 0.040, 0.00084 ± 0.0017 and 0.00036 ± 0.0011 cm s-1 for GEM (spring, summer, fall, and winter, respectively) and 0.50 ± 0.39, 0.40 ± 0.31, 0.51 ± 0.43 and 0.76 ± 0.57 cm s-1 for RGM. The total annual RGM + GEM dry deposition estimate was calculated to be 11.9 ± 3.3 µg m-2, or about 2/3 of the total (wet + dry) deposition estimate for the area. Periodic elevated short-term GEM (2.2 – 12 ng m-3) and RGM (50 - 150 pg m-3) events were observed primarily during the warm seasons. Back-trajectory modeling and PSCF analysis indicated predominant source directions from the southeast (western Utah, northeastern Nevada) through the southwest (north-central Nevada) with fewer inputs from the northwest (southeastern Oregon and southwestern Idaho).

  11. Positive contact, self retaining bearing seals

    DOE Patents [OSTI]

    Johnson, Bruce H. (Kansas City, MO); Larsen, Lawrence E. (Kansas City, MO); Welch, Edmund F. (Kansas City, MO)

    1992-05-05T23:59:59.000Z

    An ultra-low friction bearing including an inner race, an outer race, bearing elements engaged between the inner and outer races and a seal between the inner and outer races is disclosed. The seal includes first and second sealing washers. The first washer has an outer diameter greater than an inner diameter of the outer race and an inner diameter greater than the outer diameter of the inner race. The second washer has an inner diameter less than the outer diameter of the inner race and an outer diameter less than the inner diameter of the outer race. The first washer slidably engages the outer race, the second washer slidably engages the inner race and the washers overlap and slidably engage one another. One of the washers snap fits into its respective inner or outer race while the other washer engages a stepped surface of the other of the inner and outer races. The grooved and stepped surface are offset from one another in a longitudinal direction of the races such that the washers are conically loaded thus providing a seal between the inner and outer races sufficient to prevent lubricant and contaminating particles from passing therethrough. The washers are made from a non-metallic semi-flexible low-modulus material.

  12. Notes 04. Static load performance of plain journal bearings

    E-Print Network [OSTI]

    San Andres, Luis

    2010-01-01T23:59:59.000Z

    .s/m 2 ] ? 2 4 LR L WC ? ? ? ?? = ?? ?? Modified Sommerfeld number (short length bearing) ? Journal angular speed (rad/s) NOTES 4. STATIC LOAD PERFORMANCE OF PLAIN JOURNAL BEARINGS. Dr. Luis San Andr?s ? 2010 2 For incompressible...) pressure profiles for a short length journal bearing with the following dimensions and operating characteristics. Length L=50 mm; clearance, C=100 ?m, rotational speed at 3,000 rpm (?=314 rad/s), and lubricant viscosity ?=19 centipoise (19 10 -3 N...

  13. agrotechnical bearing capability: Topics by E-print Network

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

    107 Prediction and measurement of the rotordynamic response of an automotive turbocharger with floating ring bearings Texas A&M University - TxSpace Summary: of lubricant...

  14. Notes 06. Liquid cavitation in fluid film bearings

    E-Print Network [OSTI]

    San Andres, Luis

    2009-01-01T23:59:59.000Z

    NOTES 6. CAVITATION IN LIQUID FILM BEARINGS. Dr. Luis San Andr?s ? 2009 1 NOTES 6. LIQUID CAVITATION IN FLUID FILM BEARINGS Lecture 6 describes the phenomenon of liquid cavitation in steadily loaded fluid film bearings and notes the most... ? Density at Pcav [kg/m 3 ] ? Fluid absolute viscosity [N.s/m 2 ] ? Journal angular speed (rad/s) Subscripts * Inception of the cavitation zone a Ambient value cav Cavitation NOTES 6. CAVITATION IN LIQUID FILM BEARINGS. Dr. Luis San Andr?s ? 2009...

  15. antifriction bearings: Topics by E-print Network

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

    DFIG-based wind turbines. The proposed method uses the first Intrinsic Mode Terms--Wind turbine, Doubly Fed Induction Generator (DFIG), fault detection, bearings, signal...

  16. alternate bearing indices: Topics by E-print Network

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

    Fuels? Alternative Fuels, the Smart Choice: Alternative fuels - biodiesel, electricity, ethanol (E85), natural gas 44 White-etching matter in bearing steel Part 2:...

  17. Passive magnetic bearing element with minimal power losses

    DOE Patents [OSTI]

    Post, Richard F. (Walnut Creek, CA)

    1998-01-01T23:59:59.000Z

    Systems employing passive magnetic bearing elements having minimal power losses are provided. Improved stabilizing elements are shown, employing periodic magnet arrays and inductively loaded circuits, but with improved characteristics compared to the elements disclosed in U.S. Patent No. 5,495,221 entitled "Dynamically Stable Magnetic Suspension/Bearing System." The improvements relate to increasing the magnitude of the force derivative, while at the same time reducing the power dissipated during the normal operation of the bearing system, to provide a passive bearing system that has virtually no losses under equilibrium conditions, that is, when the supported system is not subject to any accelerations except those of gravity.

  18. Investigations of Bearing Failures Associated with White Etching...

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

    of Bearing Failures Associated with White Etching Areas (irWEAs) in Wind Turbine Gearboxes Presented by Bob Errichello of GEARTECH at the Wind Turbine Tribology...

  19. Preliminary relative permeability estimates of methane hydrate-bearing sand

    E-Print Network [OSTI]

    Seol, Yongkoo; Kneafsey, Timothy J.; Tomutsa, Liviu; Moridis, George J.

    2006-01-01T23:59:59.000Z

    gas production from gas hydrate reservoirs. We estimated theof gas production from gas hydrate reservoirs. Fieldpermeability function in gas hydrate-bearing sediments is

  20. Spatial and temporal variation in fish assemblage structure at Village Creek

    E-Print Network [OSTI]

    Moriarty, Loren Joan

    1995-01-01T23:59:59.000Z

    . . . . . . . . . . . 50 22. Length frequency distributions mesohabitat and season. of Gambusia affinis by 59 23. Length frequency distributions mesohabitat and season. of Etheostoma vivax by . . 60 24. Length frequency distributions mesohabitat and season... COLLECTED AT VILLAGE CREEK, PRESENTED IN DESCENDING ORDER OF SITE OCCURRENCE. pecies ypnne a venusta Pimephales vigilax Gambusia affinis Fundulus olivaceus Notropis sabinae Notropis texanus Lepomis macrochirus Etheostoma vivax Labidesthes sicculus...

  1. Geology of the Schep-Panther Creek Area, Mason County, Texas

    E-Print Network [OSTI]

    Bryant, George Frank

    1959-01-01T23:59:59.000Z

    Psiat Posh shale asahor QsrSsa Crash liosstoos asahsr salSs eass&t~ osahsr Rilar f~tiaa CJQOR14N SEMI All of the reoogafssd aaEwrs of the Upper Caabrisa fa the L)?ae uplift oro repreeeated is tho Bebop - yuatber Creek ense lUddle ~ a4 Loser...

  2. The Republican, the Platte and Pumpkin Creek: Current Nebraska Water Policy Issues

    E-Print Network [OSTI]

    Nebraska-Lincoln, University of

    1 The Republican, the Platte and Pumpkin Creek: Current Nebraska Water Policy Issues J. David Aiken-appropriated river basins, and has done so in much of the Republican, North Platte, and Central Platte river basins. However, the 1997 Platte River Cooperative Agreement and the 2002 settlement of the RRC litigation have

  3. Final Independent External Peer Review Report Cattaraugus Creek Watershed Ecosystem Restoration

    E-Print Network [OSTI]

    US Army Corps of Engineers

    Final Independent External Peer Review Report Cattaraugus Creek Watershed Ecosystem Restoration of Expertise for Ecosystem Restoration Mississippi Valley Division Contract No. W912HQ-10-D-0002 Task Order Watershed Ecosystem Restoration at Springville Dam, Draft Detailed Project Report/Environmental Assessment

  4. Proceedings of the Conference on Coastal Watersheds:The Caspar Creek Story

    E-Print Network [OSTI]

    Standiford, Richard B.

    Proceedings of the Conference on Coastal Watersheds:The Caspar Creek Story May 6, 1998 Ukiah. 1998. Proceedings of the conference on coastal watersheds: theProceedings of the conference on coastal watersheds: theProceedings of the conference on coastal watersheds: theProceedings of the conference

  5. Storm water control plan for the Lower East Fork Poplar Creek Operable Unit, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    NONE

    1996-04-01T23:59:59.000Z

    This document provides the Environmental Restoration Program with information about the erosion and sediment control, storm water management, maintenance, and reporting and record keeping practices to be employed during Phase II of the remediation project for the Lower East Fork Poplar Creek (LEFPC) Operable Unit.

  6. Influence of the Blue Mesa Reservoir on the Red Creek Landslide, Colorado

    E-Print Network [OSTI]

    Influence of the Blue Mesa Reservoir on the Red Creek Landslide, Colorado SCOTT R. WALKER URS of the Blue Mesa Reservoir submerged approximately 50 percent of the paleolandslide. Some clay layers within of the paleolandslide. Seasonal rapid drawdown of the Blue Mesa Reservoir acts as the trigger for movement, and large

  7. OCEANOGRAPHY Stratigraphic Distribution of Amino Acids in Peats from Cedar Creek

    E-Print Network [OSTI]

    Minnesota, University of

    in Peats from Cedar Creek Bog, Minnesota, and Dismal Swamp, Virginia' F. M. SWAIN, A. BLUMENTALS, AND R the bog waters and waters squeezed from the peats. Attempts to detect proteins in these substances by means of paper electrophoresis were unsuccessful. Fibrous proteins may be present, however. In both peat

  8. Environmental evaluation and restoration plan of the Hoe Creek Underground Coal Gasification Site, Wyoming: Topical report

    SciTech Connect (OSTI)

    Barteaux, W.L.; Berdan, G.L.; Lawrence, J.

    1986-09-01T23:59:59.000Z

    Three underground coal gasification (UCG) experiments were conducted by Lawrence Livermore National Laboratory (LLNL) at the Hoe Creek Site, Wyoming; the Hoe Creek I experiment was conducted in 1976, the Hoe Creek II experiment in 1977, and the Hoe Creek III experiment in 1979. These experiments have had an impact on the land and groundwater quality at the site, and the Department of Energy (DOE) has requested that Western Research Institute (WRI) develop and implement a site restoration plan. The purpose of the plan is to restore the site to conditions being negotiated with the Wyoming Department of Environmental Quality (WDEQ). To prepare for developing a plan, WRI compiled background information on the site. The geologic and hydrologic characteristics of the site were determined, and the water quality data were analyzed. Modelling the site was considered and possible restoration methods were examined. Samples were collected and laboratory tests were conducted. WRI then developed and began implementing a field-scale restoration test. 41 refs, 46 figs., 13 tabs.

  9. Groundwater restoration field test at the Hoe Creek underground coal gasification site

    SciTech Connect (OSTI)

    Nordin, J.S.; Barrash, W.; Nolan, B.T.

    1988-02-01T23:59:59.000Z

    Three underground coal gasification burns were conducted at the Hoe Creek Site in the Powder River Basin. Some contaminants were released in the groundwater. The Department of Energy (DOE) analyzed the water from a network of wells. Two million gallons of groundwater were pumped from wells adjacent to the Hoe Creek II underground coal gasification cavity, passed through filters and carbon adsorbers, and reinjected into the cavity. Phenol was the target compound of the water treatment system. The phenol concentration pumped from well WS-10 decreased from 974 parts per billion (ppB) when treatment began on July 2, 1987, to about 200 ppB when treatment ceased on August 29, 1987. Phenol concentrations pumped from well WS-22 fluctuated during the tests, but they decreased to the 150 to 200 ppB range by the time treatment was terminated. The phenol concentration of treated water reinjected into the Hoe Creek II cavity was below detectable limits (less than 20 ppB). Pumping rates were about 18 gallons per minute (gpm) from well WS-10 and 6 to 8 gpm from well WS-22. Hoe Creek is located approximately 20 miles southwest of Gillette, Wyoming. 12 refs., 5 figs., 8 tabs.

  10. Seneca Creek Associates, LLC Wood Resources International, LLC "Illegal" Logging and Global Wood Markets

    E-Print Network [OSTI]

    Seneca Creek Associates, LLC Wood Resources International, LLC "Illegal" Logging and Global Wood@aol.com; hekstrom@wri-ltd.com October, 2004 #12;Page ES - 1 Illegal Logging and Global Wood Markets: The Competitive, LLC Executive Summary Illegal logging has been high on the agenda, if not directly at the center

  11. Seneca Creek Associates, LLC Wood Resources International, LLC "Illegal" Logging and Global Wood Markets

    E-Print Network [OSTI]

    Seneca Creek Associates, LLC Wood Resources International, LLC SUMMARY "Illegal" Logging and Global Resources International, LLC Illegal Logging and Global Wood Markets: The Competitive Impacts on the U.S. Wood Products Industry1 Summary Study Objectives Illegal logging and illegal forest activities, in one

  12. Development and chemical quality of a ground-water system in cast overburden as the Gibbons Creek Lignite Mine

    E-Print Network [OSTI]

    Borbely, Evelyn Susanna

    1988-01-01T23:59:59.000Z

    -water conditions which develop in response to surface mining. TMPA has supported research at the Gibbons Creek Lignite Mine in order to meet the needs of mine develop- ment and permitting, Most of the data on ground-water conditions 1n reclaimed spoil has been... on the west by the Navasota River, on the south by Gibbons Creek, and on the north by State Highway 30 (Figure 1). This area includes the Gibbons Creek Steam Electric Station. Lignite is extracted from two pits within the permit boundary, termed the A...

  13. Resonant frequency method for bearing ball inspection

    DOE Patents [OSTI]

    Khuri-Yakub, B.T.; Chungkao Hsieh.

    1993-11-02T23:59:59.000Z

    The present invention provides for an inspection system and method for detecting defects in test objects which includes means for generating expansion inducing energy focused upon the test object at a first location, such expansion being allowed to contract, thereby causing pressure wave within and on the surface of the test object. Such expansion inducing energy may be provided by, for example, a laser beam or ultrasonic energy. At a second location, the amplitudes and phases of the acoustic waves are detected and the resonant frequencies' quality factors are calculated and compared to predetermined quality factor data, such comparison providing information of whether the test object contains a defect. The inspection system and method also includes means for mounting the bearing ball for inspection. 5 figures.

  14. Rare Earth-Bearing Murataite Ceramics

    SciTech Connect (OSTI)

    Stefanovsky, Sergey; Stefanovsky, Olga [SIA Radon, Moscow, 119121 (Russian Federation); Yudintsev, Sergey; Nikonov, Boris [IGEM RAS, Moscow, 119017 (Russian Federation)

    2007-07-01T23:59:59.000Z

    Phase composition of the murataite-based ceramics containing 10 wt.% lanthanum, cerium, neodymium, europium, gadolinium, yttrium, zirconium oxides was studied. The ceramics were prepared by melting of oxide mixtures in 20 mL glass-carbon crucibles in air at {approx}1500 deg. C. They are composed of predominant murataite-type phases and minor extra phases: rutile, crichtonite, perovskite, ilmenite/pyrophanite, and zirconolite (in the Zr-bearing sample only). Three murataite-related phases with five- (5C), eight- (8C), and three-fold (3C) elementary fluorite unit cell are normally present in all the ceramics. These phases form core, intermediate zone, and rim of the murataite grains, respectively. They are predominant host phases for the rare earth elements whose concentrations are reduced in a row: 5C>8C>3C. Appreciate fraction of La and Ce may enter the perovskite phase. (authors)

  15. Anthropogenic Impacts on Polar Bear Biology and the Arctic Ecosystem.

    E-Print Network [OSTI]

    Jordan, John E.

    2013-12-16T23:59:59.000Z

    decreasing in an easterly direction. In polar bears, mercury is known to damage internal organs, the neurological system, and the endocrine system. Climate change is already impacting polar bears due to changes in sea ice and other factors and these effects...

  16. Synoptic Observing Programs at Big Bear Solar Observatory

    E-Print Network [OSTI]

    Solar Observatory in China, and will explore collaboration with observatories in Canary Island to extendSynoptic Observing Programs at Big Bear Solar Observatory Haimin Wang and Philip R. Goode Big Bear Solar Observatory, New Jersey Institute of Technology, Newark, NJ 07102, USA Abstract. New Jersey

  17. ELECTROSTATICALLY DRIVEN ROTOR ON CONDUCTIVE LIQUID RING BEARINGS

    E-Print Network [OSTI]

    avoid dry friction, eliminate wear and enhance reliability; compared with gas bearing [7], liquid]. However, the solid-solid friction, large in microscale, requires high voltage or large current to overcome the friction and often causes serious wear [6]. Gas or air bearing [7], created through electrostatic

  18. Permanent magnet design for high-speed superconducting bearings

    DOE Patents [OSTI]

    Hull, J.R.; Uherka, K.L.; Abdoud, R.G.

    1996-09-10T23:59:59.000Z

    A high temperature superconducting bearing including a permanent magnet rotor levitated by a high temperature superconducting structure is disclosed. The rotor preferably includes one or more concentric permanent magnet rings coupled to permanent magnet ring structures having substantially triangular and quadrangular cross-sections. Both alternating and single direction polarity magnet structures can be used in the bearing. 9 figs.

  19. High temperature, permanent magnet biased, homopolar magnetic bearing actuator

    E-Print Network [OSTI]

    Hossain, Mohammad Ahsan

    2006-10-30T23:59:59.000Z

    .............................. 31 5.3 Mold Design for Bearing Stator......................................................... 32 5.4 Molding Process................................................................................. 34 5.5 Assembly of Bearing.......................................................... 34 Figure 5.6 The Assembly Process of Stator in Back Iron with Special Tool...... 35 Figure 5.7 The Assembly Process of Test Rig.................................................... 36 Figure 5.8 The Test Rig at Operating Condition...

  20. Permanent magnet design for high-speed superconducting bearings

    DOE Patents [OSTI]

    Hull, John R. (5519 S. Bruner, Hinsdale, IL 60521); Uherka, Kenneth L. (830 Ironwood, Frankfort, IL 60423); Abdoud, Robert G. (13 Country Oaks La., Barrington Hills, IL 60010)

    1996-01-01T23:59:59.000Z

    A high temperature superconducting bearing including a permanent magnet rotor levitated by a high temperature superconducting structure. The rotor preferably includes one or more concentric permanent magnet rings coupled to permanent magnet ring structures having substantially triangular and quadrangular cross-sections. Both alternating and single direction polarity magnet structures can be used in the bearing.

  1. Fifteenmile Creek Riparian Buffers Project, Annual Report 2002-2003.

    SciTech Connect (OSTI)

    Graves, Ron

    2004-02-01T23:59:59.000Z

    This project implements riparian buffer systems in the Mid-Columbia, addressing limiting factors identified in the Fifteenmile Subbasin Summary, June 30, 2000. The project is providing the technical planning support needed to implement at least 36 riparian buffer system contracts on approximately 872 acres covering an estimated 40 miles of anadromous fish streams over a three year period. During this second year of the project, 11 buffer contracts were implemented on 10.9 miles of stream. Buffer widths averaged 132 ft. on each side of the stream. Implementation included prescribed plantings, fencing, and related practices. Actual implementation costs, lease payments, and maintenance costs are borne by existing USDA programs: Conservation Reserve and Conservation Reserve Enhancement Programs. The lease period of each contract may vary between 10 to 15 years. During this year the average was 14.6 years. The total value of contracts established this year is $666,121 compared with $71,115 in Bonneville Power Administration (BPA) contract costs to provide the technical support needed to get the contracts implemented. This project provides technical staffing to conduct assessments and develop plans to help keep pace with the growing backlog of potential riparian buffer projects. Word of mouth from satisfied customers has brought in many new sign-ups during the year. In addition, specific outreach efforts targeting the orchard areas of the county began to bear fruit with orchardists sign-ups as the project year ended. Progress this second year of project includes only work accomplished in the Fifteenmile subbasin. A similar but separate effort to implement buffers in the Columbia Plateau Province was initiated during the year under project number 2002-019-00. This project supports RPA 150 and 153 as required under the Federal Hydropower System biological opinion.

  2. Updated Subsurface Data Base For Bear Creek Valley, Chestnut Ridge, And Parts Of Bethel Valley On The U.S. Department of Energy Oak Ridge Reservation

    SciTech Connect (OSTI)

    none,

    2013-12-01T23:59:59.000Z

    This document represents a compilation of location, construction, and hydrologic information relating to boreholes, groundwater monitoring wells, and surface water locations that have been installed/established at the Y-12 National Security Complex (Y-12) through August 2013. To date, a total of 1422 boreholes and wells have been installed in and around the Y-12 area. Of those, 835 existing boreholes and wells continue to be utilized for groundwater monitoring programs, research, remedial investigations, plume characterization and delineation studies, and various other hydrogeologic endeavors. In addition, 215 surface water locations, such as rivers, streams, seeps, springs, lakes, ponds, and building sumps are included in this database. General data about boreholes and wells included in the database are survey coordinates, survey system, elevations, alternative names and well status. Surface water location information (Appendix I) includes name, alias, functional area, northing and easting coordinates, survey system, map number and sampling history. Tabulated construction data include total depth, completion method, borehole diameter, casing and screen materials, casing and screen diameters, casing and screen depths, filter pack depths, open-hole intervals, and open-hole diameters. Hydrogeological data summarized in this document include the aquifer monitored by the completion interval, depth to weathered and fresh bedrock, formations penetrated, well sampling history, and whether rock core and geophysical logs were obtained. This document (which is the sixth revision to Y/TS–881 and the ninth overall update of a previous compilation) is published on a regular basis by the Y-12 Groundwater Protection Program (GWPP), which serves as custodian of drilling records and well construction data for the network of wells and other groundwater monitoring stations at Y-12. The tabulations in this database are arranged in appendices of like information. An example application of the data compiled in this document would be the evaluation of the suitability of wells for continued use in groundwater investigations and monitoring studies. Other uses may include: the siting of hydrogeological characterization activities, background evaluations of sites prior to initiation of new drilling activities, and hydrogeological review of selected sites prior to the initiation of remedial actions or new construction activity. Existing boreholes, wells, and surface water locations are presented on a series of maps (Appendix K). Boreholes and wells that have been plugged and abandoned, destroyed, could not be located, or otherwise are of unknown status/condition appear on a second series of maps of identical coverage (Appendix L).

  3. Abstract At the time of this study Fossil Creek was being considered as a site for the restoration

    E-Print Network [OSTI]

    . This study was conducted prior to a hydroelectric dam decommissioning project in Fossil Creek where full limitation Ă? Phosphorous Ă? Nitrogen Ă? Invertebrate Ă? Dam Ă? Hydroelectric Ă? Native fish Ă? Food base

  4. ARCHAEOLOGY, LATE-QUATERNARY LANDSCAPE EVOLUTION, AND ENVIRONMENTAL CHANGE IN THE UPPER DRIFTWOOD CREEK BASIN, BARBER COUNTY, KANSAS

    E-Print Network [OSTI]

    Kessler, Nicholas Victor

    2010-12-09T23:59:59.000Z

    This study focused on valley fills in the upper Driftwood Creek basin, a 3rd order drainage network in south-central Kansas to determine the geologic potential for stratified cultural material and to reconstruct a record of Late...

  5. Lateral Continuity of the Eagle Ford Group Strata in Lozier Canyon and Antonio Creek, Terrell County, Texas

    E-Print Network [OSTI]

    Gardner, Rand D

    2013-09-24T23:59:59.000Z

    simplistic assumptions about relevant horizontal reservoir heterogeneities can lead to sub-optimal or uneconomical exploitation. High-resolution correlation of individual beds in the Eagle Ford Group over several miles in Lozier Canyon and Antonio Creek...

  6. Spring Creek Project for Ideas, Nature, and the Written Word Call for Nominations: Graduate Student Research and Writing Retreat

    E-Print Network [OSTI]

    GrĂĽnwald, Niklaus J.

    Spring Creek Project for Ideas, Nature, and the Written Word Call for Nominations: Graduate Student on a collaborative project or two graduate students who each have individual projects are invited to nominate graduate students in the humanities or environmental sciences

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

    E-Print Network [OSTI]

    Simons, Crystal; Walker, Katelyn; Zimring, Mark

    2011-01-01T23:59:59.000Z

    Boulder BLDR Bedrock BDRK Dam Rubble DMRB Table B1. 2011pages. Brown, M. (n.d. ). Clear Creek—McCormick-Saeltzer DamRemoval: Dam removal re-opens spring run salmon habitat. US

  8. MESOHABITAT USE AND COMMUNITY STRUCTURE OF BRAZOS RIVER FISHES IN THE VICINITY OF THE PROPOSED ALLENS CREEK RESERVOIR 

    E-Print Network [OSTI]

    Gelwick, Frances P.; Li, Raymond Y.

    2003-01-01T23:59:59.000Z

    MESOHABITAT USE AND COMMUNITY STRUCTURE OF BRAZOS RIVER FISHES IN THE VICINITY OF THE PROPOSED ALLENS CREEK RESERVOIR Submitted to: Texas Water Development Board P.O. Box 13231, Capitol Station 1700 N. Congress Avenue Austin...

  9. Water quality and chemistry of an alpine stream: a case study of Sneffels Creek, Yankee Boy Basin, Colorado

    E-Print Network [OSTI]

    Heggie, Tracey Michelle

    2002-01-01T23:59:59.000Z

    reduction potential (orp) were measured at forty-one study sites along Sneffels Creek. Temperature, tds, conductivity, and orp are positively correlated and show an inverse relationship with elevation and channel width. Turbidity is highly variable along...

  10. LLL in situ coal gasification project. Quarterly progress report, October-December 1979. [Hoe Creek No. 3 and planning

    SciTech Connect (OSTI)

    Cena, R.J.; Strack, B.S. (eds.)

    1980-04-23T23:59:59.000Z

    The major effort this quarter has been postexperiment analysis of Hoe Creek No. 3 and planning for future gasification experiments. Hoe Creek No. 3: Thermal data have been analyzed to determine the performance of the drilled horizontal channel during forward gasification. Thermal and material balance data are combined to determine late-time burn boundaries for the experiment. Surface subsidence after the experiment was completed is described. Process wells were inspected to determine failure characteristics and pinpoint late-time injection location. Ground-water quality before and after Hoe Creek No. 3 and the effects of aquifer interconnection on hydraulic measurements at the Hoe Creek No. 2 and No. 3 sites are discussed. Future experiments: Potential UCG sites are being characterized for future tests. Two sites in the Powder River Basin near Gillette, Wyoming are discussed. Preliminary plans for a deep site gasification experiment and a new method for in situ gasification of thick seams are presented.

  11. Archaeological investigations at the Kent Creek site (41HL66): evidence of Mogollon influence on the Southern Plains

    E-Print Network [OSTI]

    Cruse, Jimmy Brett

    1989-01-01T23:59:59.000Z

    in Hall County, Texas. . . . . 4 2. Contour map of the Kent Creek site. 3. Relief map of the Llano Estacado and surrounding areas. . . , 10 4. Cultural chronology chart of the Southern Plains and eastern New Mexico. 19 5. Map of the Llano Estacado... ideas about houses and horticulture. Evidence which may support Hughes' suggestion comes from archaeological excavations recently conducted at the Kent Creek site (41HL66) located in Hall County of the southeastern Texas panhandle (Figure 1...

  12. Hepatics of the Turkey Creek Unit of the Big Thicket National Preserve: a floristic and ecological study

    E-Print Network [OSTI]

    Bazan, Evangelina

    1980-01-01T23:59:59.000Z

    Botanically, The Turkey Creek Unit is of particular interest be- cause it includes 10 distinct vascular plant associations, according to a recent vegetation analysis of the Big Thicket National Preserve by Harcombe and Marks (1979). The unit was selected... in the Turkey Creek Unit of the Big Thicket National Preserve with approximate acreage and corres- ponding percent area occuppied. Asterisks indicate associations not sampled. (After Harcombe & Marks, 1979. ) Association Acreage Percent * Upland pine (UP...

  13. Methane Recovery from Hydrate-bearing Sediments

    SciTech Connect (OSTI)

    J. Carlos Santamarina; Costas Tsouris

    2011-04-30T23:59:59.000Z

    Gas hydrates are crystalline compounds made of gas and water molecules. Methane hydrates are found in marine sediments and permafrost regions; extensive amounts of methane are trapped in the form of hydrates. Methane hydrate can be an energy resource, contribute to global warming, or cause seafloor instability. This study placed emphasis on gas recovery from hydrate bearing sediments and related phenomena. The unique behavior of hydrate-bearing sediments required the development of special research tools, including new numerical algorithms (tube- and pore-network models) and experimental devices (high pressure chambers and micromodels). Therefore, the research methodology combined experimental studies, particle-scale numerical simulations, and macro-scale analyses of coupled processes. Research conducted as part of this project started with hydrate formation in sediment pores and extended to production methods and emergent phenomena. In particular, the scope of the work addressed: (1) hydrate formation and growth in pores, the assessment of formation rate, tensile/adhesive strength and their impact on sediment-scale properties, including volume change during hydrate formation and dissociation; (2) the effect of physical properties such as gas solubility, salinity, pore size, and mixed gas conditions on hydrate formation and dissociation, and it implications such as oscillatory transient hydrate formation, dissolution within the hydrate stability field, initial hydrate lens formation, and phase boundary changes in real field situations; (3) fluid conductivity in relation to pore size distribution and spatial correlation and the emergence of phenomena such as flow focusing; (4) mixed fluid flow, with special emphasis on differences between invading gas and nucleating gas, implications on relative gas conductivity for reservoir simulations, and gas recovery efficiency; (5) identification of advantages and limitations in different gas production strategies with emphasis; (6) detailed study of CH4-CO2 exchange as a unique alternative to recover CH4 gas while sequestering CO2; (7) the relevance of fines in otherwise clean sand sediments on gas recovery and related phenomena such as fines migration and clogging, vuggy structure formation, and gas-driven fracture formation during gas production by depressurization.

  14. Experimental identification of structural force coefficients in a bump-type foil bearing

    E-Print Network [OSTI]

    Breedlove, Anthony Wayne

    2009-06-02T23:59:59.000Z

    temperature applications. During actual operation with shaft rotation, the bearing structural parameters are coupled to the effects of a hydrodynamic gas film layer, thus determining the overall bearing load performance. A 38.17 mm inner diameter foil bearing...

  15. Lift-off performance in flexure pivot pad and hybrid bearings

    E-Print Network [OSTI]

    Mertz, David Hunter

    2009-05-15T23:59:59.000Z

    Three flexure pivot pad bearings (FPBs) with different preloads are evaluated for use in high performance applications by comparing them to a hybrid hydrostatic bearing (HHB). One application of these bearings is in turbopumps for liquid rocket...

  16. The experimental determination of the dynamic radial stiffness of an angular contact ball bearing

    E-Print Network [OSTI]

    Schmidt, Brent Lee

    2001-01-01T23:59:59.000Z

    To evaluate the A. B. Jones bearing stiffness predictions on an angular contact ball bearing, experimental testing on an angular contact ball bearing was conducted. Objectives of the testing were to determine the effects of thrust load, rotational...

  17. Pond Creek coal seam in eastern Kentucky - new look at an old resource

    SciTech Connect (OSTI)

    Hower, J.C.; Pollock, J.D.; Klapheke, J.G.

    1986-05-01T23:59:59.000Z

    The Middle Pennsylvania/Westphalian B Pond Creek Coal is an important low-sulfur resource in Pike and Martin Counties, Kentucky. The Breathitt Formation seam, also known as the lower Elkhorn coal, accounted for nearly 40% of Pike County's 1983 production of 22 million tons. Although the coal is nearly mined out through central Pike County, substantial reserves still exist in the northern part of the county. Past studies of the seam by the US Bureau of Mines concentrated on the utility of the seam as a coking blend, with additional consideration of the megascopic and microscopic coal petrology. The authors research has focused on the regional variations in the Pond Creek seam, with emphasis on the petrographic variations.

  18. Reintroduction of Lower Columbia River Chum Salmon into Duncan Creek, 2007 Annual Report.

    SciTech Connect (OSTI)

    Hillson, Todd D. [Washington Department of Fish and Wildlife

    2009-06-12T23:59:59.000Z

    The National Marine Fisheries Service (NMFS) listed Lower Columbia River (LCR) chum salmon as threatened under the Endangered Species Act (ESA) in March, 1999 (64 FR 14508, March 25, 1999). The listing was in response to the reduction in abundance from historical levels of more than one-half million returning adults to fewer than 10,000 present-day spawners. Harvest, habitat degradation, changes in flow regimes, riverbed movement and heavy siltation have been largely responsible for this decline. The timing of seasonal changes in river flow and water temperatures is perhaps the most critical factor in structuring the freshwater life history of this species. This is especially true of the population located directly below Bonneville Dam, where hydropower operations can block access to spawning sites, dewater redds, strand fry, cause scour or fill of redds and increase sedimentation of spawning gravels. Prior to 1997, only two chum salmon populations were recognized as genetically distinct in the Columbia River, although spawning had been documented in many Lower Columbia River tributaries. The first population was in the Grays River (RKm 34), a tributary of the Columbia River, and the second was a group of spawners utilizing the mainstem Columbia River just below Bonneville Dam (RKm 235) adjacent to Ives Island and in Hardy and Hamilton creeks. Using additional DNA samples, Small et al. (2006) grouped chum salmon spawning in the mainstem Columbia River and the Washington State tributaries into three groups: the Coastal, the Cascade and the Gorge. The Coastal group comprises those spawning in the Grays River, Skamokawa Creek and the broodstock used at the Sea Resources facility on the Chinook River. The Cascade group comprises those spawning in the Cowlitz (both summer and fall stocks), Kalama, Lewis, and East Fork Lewis rivers, with most supporting unique populations. The Gorge group comprises those spawning in the mainstem Columbia River from the I-205 Bridge up to Bonneville Dam and those spawning in Hamilton and Hardy creeks. Response to the federal ESA listing has been primarily through direct-recovery actions: reducing harvest, hatchery supplementation using local broodstock for populations at catastrophic risk, habitat restoration (including construction of spawning channels) and flow agreements to protect spawning and rearing areas. Both state and federal agencies have built controlled spawning areas. In 1998, the Washington Department of Fish and Wildlife (WDFW) began a chum salmon supplementation program using native stock on the Grays River. This program was expanded during 1999 - 2001 to include reintroduction into the Chinook River using eggs from the Grays River Supplementation Program. These eggs are incubated at the Grays River Hatchery, reared to release size at the Sea Resources Hatchery on the Chinook River, and the fry are released at the mouth of the Chinook River. Native steelhead, chum, and coho salmon are present in Duncan Creek, and are recognized as subpopulations of the Lower Gorge population, and are focal species in the Lower Columbia Fish Recovery Board (LCFRB) plan. Steelhead, chum and coho salmon that spawn in Duncan Creek are listed as Threatened under the ESA. Duncan Creek is classified by the LCFRB plan as a watershed for intensive monitoring (LCFRB 2004). This project was identified in the 2004 Federal Columbia River Power System (FCRPS) revised Biological Opinion (revised BiOp) to increase survival of chum salmon, 'BPA will continue to fund the program to re-introduce Columbia River chum salmon into Duncan Creek as long as NOAA Fisheries determines it to be an essential and effective contribution to reducing the risk of extinction for this ESU'. (USACE et al. 2004, page 85-86). The Governors Forum on Monitoring and Salmon Recovery and Watershed Health recommends one major population from each ESU have adult and juvenile monitoring. Duncan Creek chum salmon are identified in this plan to be intensively monitored. Planners recommended that a combination of natural and hatchery production

  19. The Hanna and Hoe Creek underground coal gasification test sites: Status report, (June 1986-June 1987)

    SciTech Connect (OSTI)

    Berdan, G.L.; Nolan, B.T.; Barteaux, W.L.; Barrash, W.

    1987-06-01T23:59:59.000Z

    To comply with a cooperative agreement with the U.S. Department of Energy (DOE), the Western Research Institute (WRI) is required to submit an annual report summarizing the status of environmentally related work performed by WRI at the Hanna and Hoe Creek underground coal gasification (UCG) sites. The following is a summary of work performed at these two sites from June 1986 to June 1987. Several tasks for restoring the water quailty at Hoe Creek were: (1) groundwater treatment demonstration (1986); (2) bench-scale carbon adsorption experiments (1987); (3) design of the scaled-up treatment system (1987); (4) well-pumping test (1987). A summary of the results of each task is presented. 6 refs., 8 figs., 4 tabs.

  20. Geology of the Bee Branch-Mill Creek area, Mason County, Texas 

    E-Print Network [OSTI]

    Miller, George Howard

    1957-01-01T23:59:59.000Z

    . andstcns member. ?organ Creek lmesrcne res?er . Pomrt Ie rn shale m, . mber . Bio? '", . one ct' th . "oint Peck . hale '&au Saba limestcno member . Ordoeician sy;tem . 12 13 14 15 15 16 16 17 19 Ellen? urger group. Mississippian system..., Chappel '"creation. Barnet t shale. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 ~ ~ 25 26 Pennsylvanian system. ~ ~ ~ ~ ~ ~ 28 N*rble Falls group 'I ~ ~ ~ ~ ~ ~ ~ ~ ~ &mithsick 'c rr, . * Lic n. \\ ~ Cretaceous system . Quaternarr sy ten...

  1. Campbell Creek TVA 2010 First Year Performance Report July 1, 2009 August 31, 2010

    SciTech Connect (OSTI)

    Christian, Jeffrey E [ORNL; Gehl, Anthony C [ORNL; Boudreaux, Philip R [ORNL; New, Joshua Ryan [ORNL

    2010-10-01T23:59:59.000Z

    This research project was initiated by TVA in March 2008 and encompasses three houses that are of similar size, design and located within the same community - Campbell Creek, Farragut TN with simulated occupancy. This report covers the performance period from July 1, 2009 to August 31, 2010. It is the intent of TVA that this Valley Data will inform electric utilities future residential retrofit incentive program.

  2. Contribution of valley-side erosion to sedimentation problems in Wolf Pen Creek, College Station, Texas

    E-Print Network [OSTI]

    Wilson, Rachel Suzanne

    2000-01-01T23:59:59.000Z

    exist all along the Gulf Coast and in many other regions of the country. Therefore, the problems associated with Wolf Pen Creek are extremely important and are of national significance. Time and time again, the geology is neglected in urban river... hardwoods can be found along the Navasota River lowland. An open stand of postjack oaks (guercus stellata) and blackjack oaks (Quercus rnarilandica) and a ground cover of tall grasses characterize the post-oak savannah. 16 The Lufkin, Edge, and Tabor...

  3. Environmental assessment for the Hoe Creek underground, Coal Gasification Test Site Remediation, Campbell County, Wyoming

    SciTech Connect (OSTI)

    NONE

    1997-10-01T23:59:59.000Z

    The U.S. Department of Energy (DOE) has prepared this EA to assess environmental and human health Issues and to determine potential impacts associated with the proposed Hoe Creek Underground Coal Gasification Test Site Remediation that would be performed at the Hoe Creek site in Campbell County, Wyoming. The Hoe Creek site is located south-southwest of the town of Gillette, Wyoming, and encompasses 71 acres of public land under the stewardship of the Bureau of Land Management. The proposed action identified in the EA is for the DOE to perform air sparging with bioremediation at the Hoe Creek site to remove contaminants resulting from underground coal gasification (UCG) experiments performed there by the DOE in the late 1970s. The proposed action would involve drilling additional wells at two of the UCG test sites to apply oxygen or hydrogen peroxide to the subsurface to volatilize benzene dissolved in the groundwater and enhance bioremediation of non-aqueous phase liquids present in the subsurface. Other alternatives considered are site excavation to remove contaminants, continuation of the annual pump and treat actions that have been used at the site over the last ten years to limit contaminant migration, and the no action alternative. Issues examined in detail in the EA are air quality, geology, human health and safety, noise, soils, solid and hazardous waste, threatened and endangered species, vegetation, water resources, and wildlife. Details of mitigative measures that could be used to limit any detrimental effects resulting from the proposed action or any of the alternatives are discussed, and information on anticipated effects identified by other government agencies is provided.

  4. Accelerated Weathering of High-Level and Plutonium-bearing Lanthanide...

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

    Weathering of High-Level and Plutonium-bearing Lanthanide Borosilicate Waste Glasses under Hydraulically Unsaturated Accelerated Weathering of High-Level and Plutonium-bearing...

  5. Paramont's Black Bear No. 4 mine does it right, again

    SciTech Connect (OSTI)

    Sanda, A.

    2007-07-15T23:59:59.000Z

    The Paramont Coal Company Virginia, LLC, a subsidiary of Alpha Natural Resources, recently won the '2007 overall award for excellence in mining and reclamation from the Virginia Division of Mined Land Reclamation and the Virginia Mining Association. Coal People Magazine recently visited Black Bear No. 4 mine where a settling pond was being removed and stream bed placed to drain the area, part of the 451-acre award winning reclamation project. The article recounts discussions with mining engineers about the company's operations with emphasis on the Black Bear No. 4 mine. Black Bear No. 1 mine won five state and national awards last year for conservation and land management practices. 8 photos.

  6. Habitat Projects Completed within the Asotin Creek Watershed, 1999 Completion Report.

    SciTech Connect (OSTI)

    Johnson, Bradley J.

    2000-01-01T23:59:59.000Z

    The Asotin Creek Model Watershed Program (ACMWP) is the primary entity coordinating habitat projects on both private and public lands within the Asotin Creek watershed. The Asotin Creek watershed covers approximately 325 square miles in the Blue Mountains of southeastern Washington in WRIA 35. According to WDFW's Priority WRIA's by At-Risk Stock Significance Map, it is the highest priority in southeastern WA. Snake River spring chinook salmon, summer steelhead and bull trout, which are listed under the Endangered Species Act (ESA), are present in the watershed. The ACMWP began coordinating habitat projects in 1995. Approximately two hundred seventy-six projects have been implemented through the ACMWP as of 1999. Twenty of these projects were funded in part through Bonneville Power Administration's 1999 Columbia Basin Fish and Wildlife Program. These projects used a variety of methods to enhance and protect watershed conditions. In-stream work for fish habitat included construction of hard structures (e.g. vortex rock weirs), meander reconstruction, placement of large woody debris (LWD) and whole trees and improvements to off-channel rearing habitat; thirty-eight were created with these structures. Three miles of stream benefited from riparian improvements such as vegetative plantings (17,000 trees and shrubs) and noxious weed control. Two sediment basin constructions, 67 acres of grass seeding, and seven hundred forty-five acres of minimum till were implemented to reduce sediment production and delivery to streams in the watershed.

  7. Evaluation of dredged material proposed for ocean Disposal from Shoal Harbor/Compton Creek Project Area

    SciTech Connect (OSTI)

    Gardiner, W.W.; Borde, A.B.; Nieukirk, S.L.; Barrows, E.S.; Gruendell, B.D.; Word, J.Q.

    1996-10-01T23:59:59.000Z

    The objective of the Shoal Harbor/Compton Creek Project was to evaluate proposed dredged material from the Shoal harbor/Compton Creek Project Area in Belford and Monmouth, New Jersey to determine its suitability for unconfined ocean disposal at the Mud Dump Site. This was one of five waterways that the US Army Corps of Engineers- New York District requested the Battelle Marine Sciences Laboratory (MSL) to sample and evaluate for dredging and disposal in May 1995. The evaluation of proposed dredged material from the Shoal Harbor/Compton Creek Project area consisted of bulk chemical analyses, chemical analyses of dredging site water and elutriate, benthic and water-column acute toxicity tests and bioaccumulation studies. Eleven core samples were analyzed or grain size, moisture content, and total organic carbon. Other sediments were evaluated for bulk density, specific gravity, metals, chlorinated pesticides, polychlorinated biphenyl (PCB) congers, polynuclear aromatic hydrocarbons, and 1,4- dichlorobenzene. Dredging site water and elutriate water were analyzed for metals, pesticides, and PCBs.

  8. Reservoir heterogeneity in Carter Sandstone, North Blowhorn Creek oil unit and vicinity, Black Warrior Basin, Alabama

    SciTech Connect (OSTI)

    Kugler, R.L.; Pashin, J.C.

    1992-05-01T23:59:59.000Z

    This report presents accomplishments made in completing Task 3 of this project which involves development of criteria for recognizing reservoir heterogeneity in the Black Warrior basin. The report focuses on characterization of the Upper Mississippian Carter sandstone reservoir in North Blowhorn Creek and adjacent oil units in Lamar County, Alabama. This oil unit has produced more than 60 percent of total oil extracted from the Black Warrior basin of Alabama. The Carter sandstone in North Blowhorn Creek oil unit is typical of the most productive Carter oil reservoirs in the Black Warrior basin of Alabama. The first part of the report synthesizes data derived from geophysical well logs and cores from North Blowhorn Creek oil unit to develop a depositional model for the Carter sandstone reservoir. The second part of the report describes the detrital and diagenetic character of Carter sandstone utilizing data from petrographic and scanning electron microscopes and the electron microprobe. The third part synthesizes porosity and pore-throat-size-distribution data determined by high-pressure mercury porosimetry and commercial core analyses with results of the sedimentologic and petrographic studies. The final section of the report discusses reservoir heterogeneity within the context of the five-fold classification of Moore and Kugler (1990).

  9. Hoe Creek experiments: LLNL's underground coal-gasification project in Wyoming

    SciTech Connect (OSTI)

    Stephens, D.R.

    1981-10-01T23:59:59.000Z

    Under the sponsorship of the US Department of Energy and predecessor organizations, the Lawrence Livermore National Laboratory carried out a laboratory program and three field, underground coal gasification tests near Gillette, Wyoming. This report summarizes that work. Three methods of linking or connecting injection and production wells were used for the UCG field tests: Hoe Creek No. 1 employed explosive fracturing, Hoe Creek No. 2 featured use of reverse combustion, and directional drilling was used for the Hoe Creek No. 3. The Gas Research Institute cosponsored the latter test. Laboratory experiments and modeling, together with a laboratory and field environment program, are necessary adjuncts to the field program. Explosive fracturing in coal was simulated using computer models and laboratory tests. We developed a relationship of total inelastic strains to permeability, which we used to design and interpret a coal outcrop, explosive fracturing experiment at Kemmerer, Wyoming. Coal gasification was also simulated in laboratory experiments and with computer models. The primary aim has been to predict and correlate reaction, thermal-front propagation rates, and product gas composition as a function of bed properties and process operating conditions. Energy recovery in the form of produced gas and liquids amounted to 73% of the energy in the consumed coal. There were essentially no losses to the subsurface formation. The greatest energy loss was in steam production.

  10. aerostatic journal bearing: Topics by E-print Network

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

    - TxSpace Summary: condition or Swift-Stieber model) at the leading edge of the cavitation zone are: M x Full film zone dPdx < 0 ?R journal bearing x Cavitation zone x 1...

  11. ab1157 strains bearing: Topics by E-print Network

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

    anchor bolts. To this end, a new bearing system, referred to as a... Tsai, Yi-Te 2010-10-12 133 Synchronous Thermal Instability Evaluation of Medium Speed Turbocharger...

  12. Computational analysis of spiral groove thrust bearings and face seals

    E-Print Network [OSTI]

    Zirkelback, Nicole Lisa

    1997-01-01T23:59:59.000Z

    Analyses for incompressible and compressible spiral groove thrust bearings (SGTBS) and face seals (SGFSS) are presented. A successive approximation linearizes the partial differential equation of pressure that arises in the compressible fluid...

  13. Circular sensor array and nonlinear analysis of homopolar magnetic bearings 

    E-Print Network [OSTI]

    Wiesenborn, Robert Kyle

    2007-04-25T23:59:59.000Z

    Magnetic bearings use variable attractive forces generated by electromagnetic control coils to support rotating shafts with low friction and no material wear while providing variable stiffness and damping. Rotor deflections are stabilized...

  14. Rotordynamic evaluation of a roughened-land hybrid bearing

    E-Print Network [OSTI]

    Fayolle, Patrice Gerard

    1997-01-01T23:59:59.000Z

    " seals. This thesis presents experimental as well as theoretical static and dynamic results for a five-pocket orifice-compensated hole-pattern-land hybrid bearing. Experimental data show a significant improvement in stability compared to a smooth hybrid...

  15. Field Examples of Axial Cracked Bearings in Wind Turbine Gearboxes...

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

    Field Examples of Axial Cracked Bearings in Wind Turbine Gearboxes Presented by Paul John Baker of FrontierPro Services at the Wind Turbine Tribology Seminar 2014. 141030 Axial...

  16. Cooling system for a bearing of a turbine rotor

    DOE Patents [OSTI]

    Schmidt, Mark Christopher (Niskayuna, NY)

    2002-01-01T23:59:59.000Z

    In a gas turbine, a bore tube assembly radially inwardly of an aft bearing conveys cooling steam to the buckets of the turbine and returns the cooling steam to a return. To cool the bearing and thermally insulate the bearing from the cooling steam paths, a radiation shield is spaced from the bore tube assembly by a dead air gap. Additionally, an air passageway is provided between the radiation shield and the inner surface of an aft shaft forming part of the rotor. Air is supplied from an inlet for flow along the passage and radially outwardly through bores in the aft shaft disk to cool the bearing and insulate it from transfer of heat from the cooling steam.

  17. Notes 14. Experimental identification of bearing force coefficients

    E-Print Network [OSTI]

    San Andres, Luis

    2009-01-01T23:59:59.000Z

    An example of system parameter identification (Hybrid Brush Seal) Luis San Andr?s (lecturer) Thanks to Adolfo Delgado, Jos? Baker (RAs) & support from Siemens Power Generation MEEN 617 - April 2008 Structural parameters K shaft = 243 lbf/in (42...Notes 14. IDENTIFICATION OF BEARING FORCE COEFFICIENTS. ? Dr. Luis San Andr?s (2009) 1 Handout # 14 (MEEN 626) Application example Experimental identification of bearing force coefficients Experimental identification of the dynamic force...

  18. Design of high temperature high speed electromagnetic axial thrust bearing

    E-Print Network [OSTI]

    Mohiuddin, Mohammad Waqar

    2002-01-01T23:59:59.000Z

    DESIGN OF HIGH TEMPERATURE HIGH SPEED ELECTROMAGNETIC AXIAL THRUST BEARING A Thesis by MOHAMMAD WAQAR MOHIUDDIN Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree... of MASTER OF SCIENCE December 2002 Major Subject: Mechanical Engineering DESIGN OF HIGH TEMPERATURE HIGH SPEED ELECTROMAGNETIC AXIAL THRUST BEARING A Thesis by MOHAMMAD WAQAR MOHIUDDIN Submitted to Texas A&M University in partial fulfillment...

  19. Cryocooler applications for high-temperature superconductor magnetic bearings.

    SciTech Connect (OSTI)

    Niemann, R. C.

    1998-05-22T23:59:59.000Z

    The efficiency and stability of rotational magnetic suspension systems are enhanced by the use of high-temperature superconductor (HTS) magnetic bearings. Fundamental aspects of the HTS magnetic bearings and rotational magnetic suspension are presented. HTS cooling can be by liquid cryogen bath immersion or by direct conduction, and thus there are various applications and integration issues for cryocoolers. Among the numerous cryocooler aspects to be considered are installation; operating temperature; losses; and vacuum pumping.

  20. High performance magnetic bearing systems using high temperature superconductors

    DOE Patents [OSTI]

    Abboud, Robert G. (Barrington Hills, IL)

    1998-01-01T23:59:59.000Z

    A magnetic bearing apparatus and a method for providing at least one stabilizing force in a magnetic bearing structure with a superconducting magnetic assembly and a magnetic assembly, by providing a superconducting magnetic member in the superconducting magnetic assembly with a plurality of domains and arranging said superconducting magnetic member such that at least one domain has a domain C-axis vector alignment angularly disposed relative to a reference axis of the magnetic member in the magnetic assembly.

  1. High performance magnetic bearing systems using high temperature superconductors

    DOE Patents [OSTI]

    Abboud, R.G.

    1998-05-05T23:59:59.000Z

    Disclosed are a magnetic bearing apparatus and a method for providing at least one stabilizing force in a magnetic bearing structure with a superconducting magnetic assembly and a magnetic assembly, by providing a superconducting magnetic member in the superconducting magnetic assembly with a plurality of domains and arranging said superconducting magnetic member such that at least one domain has a domain C-axis vector alignment angularly disposed relative to a reference axis of the magnetic member in the magnetic assembly. 7 figs.

  2. Down hole drilling motor with pressure balanced bearing seals

    SciTech Connect (OSTI)

    McDonald, W.J.

    1981-01-27T23:59:59.000Z

    A down hole drilling motor, e.g., A turbodrill, which is connected to a string of drill pipe has a rotating shaft for driving a drill bit which may be a rotary bit or a high speed solid head diamond bit. The turbine section has rotor and stator blades which are crescent shaped in cross section with each blade having an exit angle of 14*-23* for maximum turbine efficiency. The bearing shaft is provided with chevron rotary seals positioned below the rotary bearings carrying both radial and vertical thrust. Fluid lubricant fills the space from the rotary seals to a predetermined level above the bearings. A piston seals the lubricant chamber and is pressurized by drilling fluid (I.E. Mud) flowing through the tool. A layer of lubricant fluid overlies the first piston and has a second piston covering said fluid and transmitting pressure from the drilling fluid to the lubricant fluid surrounding the bearings. The drilling mud that causes the turbodrill to rotate is pumped away from the bearing seals by pump means operated by the drilling motor to balance the pressure on the upper and lower bearing seals.

  3. Bear Head LNG Corporation and Bear Head LNG (USA), LLC- FE Dkt. No.- 15-33-LNG

    Broader source: Energy.gov [DOE]

    The Office of Fossil Energy gives notice of receipt of an application filed on February 25, 2015, by Bear Head LNG, requesting long-term multi-contract authority as further described in their...

  4. Static and dynamic characteristics for a two-axial-groove bearing and a pressure-dam bearing

    E-Print Network [OSTI]

    Al Jughaiman, Bader K.

    2009-06-02T23:59:59.000Z

    angle ? s Step angle ? Pad arc angle ? Rotor speed (rad/s) ? Excitation frequency (rad/s) ? n Rotor-bearing system natural frequency (rad/s) ? f Rotor whirling frequency (rad/s) ? h Horizontal preset of orthogonally displaced pressure...]...........................................................3 Fig. 3 Tilting pad bearing a) rocket pivot b) flexure pivot [5] ...........................................4 Fig. 4 Test rig main section..............................................................................................13 Fig. 5 Shaker...

  5. ME 379M Lubrication, Wear, and Bearing Technology ABET EC2000 syllabus

    E-Print Network [OSTI]

    Ben-Yakar, Adela

    . Contact & Contact Mechanics 8. Friction, Wear & Third Bodies 9. Dry Friction & Wear 10. Roller Bearings

  6. DARKNESS, TWILIGHT, AND DAYLIGHT FORAGING SUCCESS OF BEARS (URSUS AMERICANUS) ON SALMON

    E-Print Network [OSTI]

    Reimchen, Thomas E.

    DARKNESS, TWILIGHT, AND DAYLIGHT FORAGING SUCCESS OF BEARS (URSUS AMERICANUS) ON SALMON IN COASTAL (2000­2002). Bears (maximum 7 simultaneously) were primarily active during daylight near the onset with other bears (4%). Scavenging was greatest during daylight (19%) and lowest during darkness (3%). Bears

  7. Plains and Eastern Clean Line Transmission Line: Comment from...

    Office of Environmental Management (EM)

    from Block Plains and Eastern Clean Line: Arkansas and Oklahoma Plains and Eastern Clean Line Transmission Line: Comment from Block Plains and Eastern Clean Line: Arkansas and...

  8. Bear Head Lake, Minnesota: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

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

  9. Bear Lake County, Idaho: Energy Resources | Open Energy Information

    Open Energy Info (EERE)

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

  10. Post-Fire Debris-Flow Hazard Assessment of the Area Burned by the 2013 Beaver Creek Fire near Hailey, Central Idaho

    E-Print Network [OSTI]

    Torgersen, Christian

    Post-Fire Debris-Flow Hazard Assessment of the Area Burned by the 2013 Beaver Creek Fire near-flow hazard assessment of the area burned by the 2013 Beaver Creek Fire near Hailey, central Idaho: U­1273 Prepared in cooperation with Blaine County, Idaho #12;#12;Post-Fire Debris-Flow Hazard Assessment

  11. The Pumpkin Creek Watershed Limited Irrigation and No-Till Demonstration Gary L. Stone, Gary W. Hergert, Dean Yonts, Jim Schild, Rex A. Nielson and James Margheim

    E-Print Network [OSTI]

    Nebraska-Lincoln, University of

    in the Panhandle can fit into limited irrigation cropping systems in the Pumpkin Creek Watershed. The NPNRD allowsThe Pumpkin Creek Watershed Limited Irrigation and No-Till Demonstration Gary L. Stone, Gary W irrigation applies less water than is required to meet full evapotranspiration (ET) or irrigation demand

  12. Overview of GRI research at the Rock Creek Site, Black Warrior Basin. Overview of GRI research at Rock Creek: Eight years of cooperative research, coalbed methane shortcourse. Held in Birmingham, Alabama on October 21, 1992. Topical report

    SciTech Connect (OSTI)

    Schraufnagel, R.

    1992-10-01T23:59:59.000Z

    The presentation slides from the October 21, 1992 workshop on coalbed methane exploration and production are assembled in this volume. They illustrate the following discussions Overview of GRI Research at Rock Creek: Eight Years of Cooperative Research, Drilling and Completing Coalbed to the Formation: Perforations vs. Slotting, Coalbed Methane Well Testing in the Warrior Basin, Reservoir Engineering: A Case Study at Rock Creek, Fraccing of Multiple Thin Seams: Considerations and Constraints, Implementing Coal Seam Stimulations: Requirements for Successful Treatments, Coal-Fluid Interactions, Mine-Through Observations of Coal Seam Stimulations: Reality vs. Theory, and Improving Gas Production: Techniques of Operations.

  13. Overview of GRI research at the Rock Creek Site, Black Warrior Basin. Overview of GRI research at Rock Creek: Eight years of cooperative research, coalbed methane shortcourse. Held in Abingdon, Virginia on October 23, 1992. Topical report

    SciTech Connect (OSTI)

    Schraufnagel, R.

    1992-10-01T23:59:59.000Z

    The presentation slides from the October 23, 1992 workshop on coalbed methane exploration and production are assembled in this volume. They illustrate the following discussions: Overview of GRI Research at Rock Creek: Eight Years of Cooperative Research, Drilling and Completing Coalbed Methane Wells: Techniques for Fragile Formations, Connecting the Wellborne to the Formation: Perforations vs. Slotting, Coalbed Methane Well Testing in the Warrior Basin, Reservoir Engineering: A Case Study at Rock Creek, Fraccing of Multiple Thin Seams: Considerations and Constraints, Implementing Coal Seam Stimulations: Requirements for Successful Treatments, Coal-Fluid Interactions, Mine-Through Observations of Coal Seam Stimulations: Reality vs. Theory, and Recompleting Coalbed Methane Wells: The Second Try at Success.

  14. Sediment and radionuclide transport in rivers: radionuclide transport modeling for Cattaraugus and Buttermilk Creeks, New York

    SciTech Connect (OSTI)

    Onishi, Y.; Yabusaki, S.B.; Kincaid, C.T.; Skaggs, R.L.; Walters, W.H.

    1982-12-01T23:59:59.000Z

    SERATRA, a transient, two-dimensional (laterally-averaged) computer model of sediment-contaminant transport in rivers, satisfactorily resolved the distribution of sediment and radionuclide concentrations in the Cattaraugus Creek stream system in New York. By modeling the physical processes of advection, diffusion, erosion, deposition, and bed armoring, SERATRA routed three sediment size fractions, including cohesive soils, to simulate three dynamic flow events. In conjunction with the sediment transport, SERATRA computed radionuclide levels in dissolved, suspended sediment, and bed sediment forms for four radionuclides (/sup 137/Cs, /sup 90/Sr, /sup 239/ /sup 240/Pu, and /sup 3/H). By accounting for time-dependent sediment-radionuclide interaction in the water column and bed, SERATA is a physically explicit model of radionuclide fate and migration. Sediment and radionuclide concentrations calculated by SERATA in the Cattaraugus Creek stream system are in reasonable agreement with measured values. SERATRA is in the field performance phase of an extensive testing program designed to establish the utility of the model as a site assessment tool. The model handles not only radionuclides but other contaminants such as pesticides, heavy metals and other toxic chemicals. Now that the model has been applied to four field sites, including the latest study of the Cattaraugus Creek stream system, it is recommended that a final model be validated through comparison of predicted results with field data from a carefully controlled tracer test at a field site. It is also recommended that a detailed laboratory flume be tested to study cohesive sediment transport, deposition, and erosion characteristics. The lack of current understanding of these characteristics is one of the weakest areas hindering the accurate assessment of the migration of radionuclides sorbed by fine sediments of silt and clay.

  15. Down hole drilling motor with pressure balanced bearing seals

    SciTech Connect (OSTI)

    Maurer, W.C.

    1980-09-30T23:59:59.000Z

    A downhole drilling motor, e.g., a turbodrill is described, which is connected to a string of drill pipe has a rotating shaft for driving a drill bit which may be a rotary bit or a high speed solid head diamond bit. The turbine section has rotor and stator blades which are crescent shaped in cross section with each blade having an exit angle of 14-23/sup 0/ for maximum turbine efficiency. The drilling motor may alternatively be a positive displacement motor. The bearing shaft is provided with chevron rotary seals positioned below the rotary bearings carrying both radial and vertical thrust. Fluid lubricant fills the space from the rotary seals to a predetermined level above the bearings. A piston seals the lubricant chamber and is pressurized by drilling fluid (i.e. mud) flowing through the tool. A layer of lubricant fluid overlies the first piston and has a second piston covering said fluid and transmitting pressure from the drilling fluid to the lubricant fluid surrounding the bearings. The drilling mud is divided into two streams, one of which rotates the drill bit, and the other of which passes through the drill bit. The pressure drop across the drilling motor equals the pressure drop across the drill bit, thus balancing the pressure on the bearing seals.

  16. Hydrocarbon trapping mechanisms in the Miller Creek area of the Powder River Basin, Wyoming

    E-Print Network [OSTI]

    Armstrong, Jennifer Ann

    1975-01-01T23:59:59.000Z

    production comes from Lower Cretaceous and Lower Permian sandstones. The horison studied, the Lower Cretaceous Dakota Sandstone, is a thin clastic wedge deposited during the initial Cretaceous transgression oi' the Artie Ocean - Gulf of Mexico seaway over... for the channels end orobable Recerwoir Trigood Lucerne 3 32-AN-66W Regional Pet Inc Corda%1 F-1 9-AN-68M SP -10~ 0 oem-m 50 0 oh'-m SP -10+ 6' 5900 Figure 3, Rlectric Log Profiles of Regional and Reservoir Dakota Sandstones. 10 I Q MILLER CREEK...

  17. Exploration of the Upper Hot Creek Ranch Geothermal Resource, Nye County, Nevada

    SciTech Connect (OSTI)

    Dick Benoit; David Blackwell

    2006-01-01T23:59:59.000Z

    The Upper Hot Creek Ranch (UHCR) geothermal system had seen no significant exploration activity prior to initiation of this GRED III project. Geochemical geothermometers calculated from previously available but questionable quality analyses of the UHCR hot spring waters indicated possible subsurface temperatures of +320 oF. A complex Quaternary and Holocene faulting pattern associated with a six mile step over of the Hot Creek Range near the UHCR also indicated that this area was worthy of some exploration activity. Permitting activities began in Dec. 2004 for the temperature-gradient holes but took much longer than expected with all drilling permits finally being received in early August 2005. The drilling and geochemical sampling occurred in August 2005. Ten temperature gradient holes up to 500’ deep were initially planned but higher than anticipated drilling and permitting costs within a fixed budget reduced the number of holes to five. Four of the five holes drilled to depths of 300 to 400’ encountered temperatures close to the expected regional thermal background conditions. These four holes failed to find any evidence of a large thermal anomaly surrounding the UHCR hot springs. The fifth hole, located within a narrow part of Hot Creek Canyon, encountered a maximum temperature of 81 oF at a depth of 105’ but had cooler temperatures at greater depth. Temperature data from this hole can not be extrapolated to greater depths. Any thermal anomaly associated with the UHCR geothermal system is apparently confined to the immediate vicinity of Hot Creek Canyon where challenges such as topography, a wilderness study area, and wetlands issues will make further exploration time consuming and costly. Ten water samples were collected for chemical analysis and interpretation. Analyses of three samples of the UHCR thermal give predicted subsurface temperatures ranging from 317 to 334 oF from the Na-K-Ca, silica (quartz), and Na-Li geothermometers. The fact that all three thermometers closely agree gives the predictions added credibility. Unfortunately, the final result of this exploration is that a moderate temperature geothermal resource has been clearly identified but it appears to be restricted to a relatively small area that would be difficult to develop.

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

    E-Print Network [OSTI]

    Hedrick, David Layne

    1998-01-01T23:59:59.000Z

    Tribune [MCT], I ~ aeea I. LAKE CHARLES- SERNAR D 2. EDNA-TELFERNER S. PLEDGER 4. 8 RAZORIA-NORWOOD 5. SURFSIDE-VELASCO 6. LIVIA- FRANCI TAG 7, VESTON-PLACEDO S. GALVESTON- ADAMSVILLE e ann I a ukean f SAY c t ro ~ kara aeonn L e... (~aragorda County Tnbune [MCT], August 23, 1945, Section 2:2). Because of the production coming out of Caney Creek, local farmers and plantation owners soon began to pressure the Texas government for improvements to facilitate navigation. Sugar, cotton...

  19. EA-1895: Lolo Creek Permanent Weir Construction near town of Weippe, Clearwater County, Idaho

    Broader source: Energy.gov [DOE]

    DOE’s Bonneville Power Administration was preparing this EA to evaluate the potential environmental impacts of replacing an existing seasonal fish weir with a permanent weir, which would have been used to monitor federally-listed Snake River steelhead and collect spring Chinook salmon adults to support ongoing supplementation programs in the watershed. The Bureau of Land Management, a cooperating agency, preliminarily determined Lolo Creek to be suitable for Congressional designation into the Wild and Scenic River System. The EA included a Wild and Scenic River Section 7 analysis. This project was canceled.

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

    SciTech Connect (OSTI)

    Wang, F.T.

    1983-01-01T23:59:59.000Z

    Post-burn monitoring of the ground water near to the Hoe creek underground coal gasification site showed that a broad range of gasification products had been introduced into the water system. Although many of these contaminants were eventually absorbed by the surrounding coal, some chemicals continued to appear in the water in concentrations higher than pre-test levels for several years after gasification. Possible mechanisms by which the contaminants entered the ground water include: (1) leakage of pyrolysis products; (2) post-burn leaching of coal ash and overburden rubble by returning ground water; and (3) dissolution of minerals outside the cavity by the CO/SUB/2 generated during gasification.

  1. Changes in major organic contaminants in the groundwater at the Hoe Creek underground coal gasification site

    SciTech Connect (OSTI)

    Wang, F.; Mead, W.

    1985-08-01T23:59:59.000Z

    The results of groundwater analysis at the Hoe Creek underground coal gasification (UCG) site have indicated that, after gasification, the phenolic compounds and neutral aromatic hydrocarbons decrease more slowly than expected on the basis of our laboratory studies. The field data also fail to confirm the expected inverse relationship between a contaminant's water solubility and the extent to which it is sorbed by surrounding coal. The authors described a mechanism for the deposition of coal pyrolysis products that may help to elucidate the observed behavior of these organic contaminants. 7 refs., 7 figs.

  2. Best management practices plan for the Lower East Fork Poplar Creek Operable Unit, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    NONE

    1996-04-01T23:59:59.000Z

    This plan was prepared in support of the Phase II Remedial Design Report (DOE/OR/01-1449&D1) and in accordance with requirements under CERCLA to present the plan for best management practices to be followed during the remediation. This document provides the Environmental Restoration Program with information about spill prevention and control, water quality monitoring, good housekeeping practices, sediment and erosion control measures, and inspections and environmental compliance practices to be used during Phase II of the remediation project for the Lower East Fork Poplar Creek Operable Unit.

  3. Improvement of Anadromous Fish Habitat and Passage in Omak Creek, 2008 Annual Report : February 1, 2008 to January 31, 2009.

    SciTech Connect (OSTI)

    Dasher, Rhonda; Fisher, Christopher [Colville Confederated Tribes

    2009-06-09T23:59:59.000Z

    During the 2008 season, projects completed under BPA project 2000-100-00 included installation of riparian fencing, maintenance of existing riparian fencing, monitoring of at-risk culverts and installation of riparian vegetation along impacted sections of Omak Creek. Redd and snorkel surveys were conducted in Omak Creek to determine steelhead production. Canopy closure surveys were conducted to monitor riparian vegetation recovery after exclusion of cattle since 2000 from a study area commonly known as the Moomaw property. Additional redd and fry surveys were conducted above Mission Falls and in the lower portion of Stapaloop Creek to try and determine whether there has been successful passage at Mission Falls. Monitoring adult steelhead trying to navigate the falls resulted in the discovery of shallow pool depth at an upper pool that is preventing many fish from successfully navigating the entire falls. The Omak Creek Habitat and Passage Project has worked with NRCS to obtain additional funds to implement projects in 2009 that will address passage at Mission Falls, culvert replacement, as well as additional riparian planting. The Omak Creek Technical Advisory Group (TAG) is currently revising the Omak Creek Watershed Assessment. In addition, the group is revising strategy to focus efforts in targeted areas to provide a greater positive impact within the watershed. In 2008 the NRCS Riparian Technical Team was supposed to assess areas within the watershed that have unique problems and require special treatments to successfully resolve the issues involved. The technical team will be scheduled for 2009 to assist the TAG in developing strategies for these special areas.

  4. The cow creek anticline: an example of disharmonic folding along the front of the Big Horn Mountains

    E-Print Network [OSTI]

    Dransfield, Betsy Jo

    1983-01-01T23:59:59.000Z

    . g. shale). Bucn a config- A 7000 7000 6000 Jm Js Jgs P Pa 6000 5000' 5000 0bI1 4000 C99f 4000 3000 0 Figure 17 ~ Cross-section A-A' i The nose of the Cow Creek Anti- cline shows no volume problems in the subsurface 45 Figure &8... Creek Anticline csr. best be solved. by bedding plane slip in the interbedded shales and limestones oi' the Devonian Jei'ferson Formation, Layer-parallel slip also rel~ ev a ' ocal volume problem in tne synclinal trough at the base oi' the monocline...

  5. Levitation pressure and friction losses in superconducting bearings

    DOE Patents [OSTI]

    Hull, John R. (Downers Grove, IL)

    2001-01-01T23:59:59.000Z

    A superconducting bearing having at least one permanent magnet magnetized with a vertical polarization. The lower or stator portion of the bearing includes an array of high-temperature superconducting elements which are comprised of a plurality of annular rings. An annular ring is located below each permanent magnet and an annular ring is offset horizontally from at least one of the permanent magnets. The rings are composed of individual high-temperature superconducting elements located circumferentially along the ring. By constructing the horizontally-offset high-temperature superconducting ring so that the c-axis is oriented in a radial direction, a higher levitation force can be achieved. Such an orientation will also provide substantially lower rotational drag losses in the bearing.

  6. The Oak Ridge Y-12 Plant biological monitoring and abatement program for East Fork Poplar Creek

    SciTech Connect (OSTI)

    Loar, J.M.; Adams, S.M.; Allison, L.J.; Giddings, J.M.; McCarthy, J.F.; Southworth, G.R.; Smith, J.G.; Stewart, A.J. (Oak Ridge National Lab., TN (USA); Springborn Bionomics, Inc., Wareham, MA (USA); Oak Ridge National Lab., TN (USA))

    1989-10-01T23:59:59.000Z

    In May 1985, a National Pollutant Discharge Elimination System permit was issued for the Oak Ridge Y-12 Plant, a nuclear weapons components production facility located in Oak Ridge, Tennessee, and operated by Martin Marietta Energy Systems, Inc., for the US Department of Energy. As a condition of the permit, a Biological Monitoring and Abatement Program (BMAP) was developed to demonstrate that the effluent limitations established for the Oak Ridge Y-12 Plant protect the classified uses of the receiving stream (East Fork Poplar Creek), in particular, the growth and propagation of fish and aquatic life, as designated by the Tennessee Department of Health and Environment. A second purpose for the BMAP is to document the ecological effects resulting from implementation of a water pollution control program that will include construction of nine new wastewater treatment facilities over the next 4 years. Because of the complex nature of the effluent discharged to East Fork Poplar Creek and the temporal and spatial variability in the composition of the effluent (i.e., temporal variability related to various pollution abatement measures that will be implemented over the next several years and spatial variability caused by pollutant inputs downstream of the Oak Ridge Y-12 Plant), a comprehensive, integrated approach to biological monitoring was developed for the BMAP. 39 refs., 5 figs., 8 tabs.

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

    SciTech Connect (OSTI)

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

    1983-04-16T23:59:59.000Z

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

  8. Burn cavity growth during the Hoe Creek No. 3 underground coal gasification experiment

    SciTech Connect (OSTI)

    Hill, R.W.

    1981-01-14T23:59:59.000Z

    A detailed history is given of the growth of the burn cavity during the first month of the Hoe Creek No. 3 underground coal gasification experiment near Gillette, Wyoming, in 1979. The changing shape of the cavity with time is inferred from data from three types of instruments installed throughout the experimental zone: (1) thermocouples at various levels in a number of holes, to map temperatures; (2) extensometers at various levels in other holes, to detect motions of the overburden material; and (3) high-frequency electromagnetic (HFEM) scans made between various pairs of holes, to detect cavities and zones of burning coal. Additional data on the final shape of the underground cavity are derived from the results of a core drilling program carried out from the surface after the burn had ended. This study of cavity growth history has contributed significantly to our understanding of how the in situ coal gasification process operates in sites like Hoe Creek. The diagnostic system provided invaluable information on cavity growth and on the interaction between the two coal seams. Some new problems with injection well survival and slag production in oxygen-steam burns were brought out, and the importance of understanding and controlling heat loss mechanisms was amply demonstrated. Although no one system of underground diagnostics can give all of the information needed to fully describe the in situ process, a combination of several diagnostic systems can be used to deduce a self-consistent description.

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

    SciTech Connect (OSTI)

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

    1983-01-01T23:59:59.000Z

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

  10. Burn cavity growth during the Hoe Creek No. 3 underground-coal-gasification experiment

    SciTech Connect (OSTI)

    Hill, R.W.

    1981-06-08T23:59:59.000Z

    A detailed history is given of the growth of the burn cavity during the first month of the Hoe Creek No. 3 underground coal gasification experiment near Gillette, Wyoming, in 1979. The changing shape of the cavity with time is inferred from data from three types of instruments installed throughout the experimental zone: (1) thermocouples at various levels in a number of holes, to map temperatures; (2) extensometers at various levels in other holes, to detect motions of the overburden material; and (3) high-frequency electromagnetic scans made between various pairs of holes, to detect cavities and zones of burning coal. Additional data on the final shape of the underground cavity is derived from the results of a core drilling program carried out from the surface after the burn had ended. This study of cavity growth history has contributed significantly to our understanding of how the in-situ coal gasification process operates in sites like Hoe Creek. The diagnostic system provided invaluable information on cavity growth and on the interaction between the two coal seams. Some new problems with injection well survival and slag production in oxygen-steam burns were brought out, and the importance of understanding and controlling heat loss mechanisms was amply demonstrated. Although no one system of underground diagnostics can give all of the information needed to fully describe the in-situ process, a combination of several diagnostic systems can be used to deduce a self-consistent description.

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

    SciTech Connect (OSTI)

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

    1982-05-20T23:59:59.000Z

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

  12. Notes 09. Fluid inertia and turbulence in fluid film bearings

    E-Print Network [OSTI]

    San Andres, Luis

    2009-01-01T23:59:59.000Z

    . Luis San Andr?s ? 2009 14 References: Constantinescu, V.N., 1962, ?Analysis of Bearings Operating in the Turbulent Flow Regime,? ASME Journal of Lubrication Technology, Vol. 82, pp. 139-151. Hashimoto, H., S. Wada, M. Sumitomo, 1989, ?The Effects...

  13. In-situ combustion in hydrocarbon-bearing formations

    SciTech Connect (OSTI)

    Garthoffner, E.H.

    1986-10-07T23:59:59.000Z

    This patent describes a method of simulating production in a formation bearing heavy oil or tar, comprising injecting into the formation colloidal particles of metallic magnesium and causing the magnesium to be ignited, thereafter to be exothermally reacted with water in-situ, whereby exothermally to produce magnesium hydroxide and hydrogen gas in the formation.

  14. BIG BEAR SOLAR OBSERVATORY CENTER FOR SOLAR-TERRESTRIAL RESEARCH

    E-Print Network [OSTI]

    BIG BEAR SOLAR OBSERVATORY CENTER FOR SOLAR-TERRESTRIAL RESEARCH Faculty Position in Solar Physics, New Jersey Institute of Technology A tenure track faculty position in solar physics is available of NJIT's program in solar physics, visit http://solar.njit.edu. Applicants are required to have a Ph

  15. Synthesis and characterization of thorium-bearing britholites Olivier Terraa

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    1 20/12/2006 Synthesis and characterization of thorium-bearing britholites Olivier Terraa. In order to simulate tetravalent minor actinides, the incorporation of thorium, through dry chemical routes that the incorporation of thorium was effective whatever the thorium reagent used or the grinding conditions considered

  16. Feature Evaluation for Effective Bearing Prognostics , K. Medjaherb

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    account for the 40% of motor faults according to the research conducted by Electric Power Research in the vibration frequency [2] and vibration analysis is considered as the most reliable method in bearing failure detection [6]-[9]. However, it is often difficult to extract the failure signature due to the noise

  17. Gearbox Reliability Collaborative High Speed Shaft Tapered Roller Bearing Calibration

    SciTech Connect (OSTI)

    Keller, J.; Guo, Y.; McNiff, B.

    2013-10-01T23:59:59.000Z

    The National Renewable Energy Laboratory (NREL) Gearbox Reliability Collaborative (GRC) is a project investigating gearbox reliability primarily through testing and modeling. Previous dynamometer testing focused upon acquiring measurements in the planetary section of the test gearbox. Prior to these tests, the strain gages installed on the planetary bearings were calibrated in a load frame.

  18. Author's Accepted Manuscript Aircraft Landing Gear Greased Slider Bearing

    E-Print Network [OSTI]

    . Numerical results indicate fundamental differences in fluid flow behavior between greased and oil-lubricated in order to design high efficiency bearings. For more than 30 years, lubrication studies have been extended to include tem- perature effects [2]. Many of the thermo-elasto-hydrodynamic (TEHD) studies were steady

  19. Force measurements in magnetic bearings using fiber optic strain gauges

    E-Print Network [OSTI]

    Raymer, Stephen Geoffrey

    2000-01-01T23:59:59.000Z

    The research presented here develops a new method for measuring forces in magnetic bearings. Fiber-optic strain gauges (FOSGs) mounted to the side of the magnet poles are used to detect the small levels of strain that the metal experiences...

  20. Surprising Titanium Complexes Bearing 2-Pyrazolato Ligands: Synthesis, Structure, and

    E-Print Network [OSTI]

    Schlegel, H. Bernhard

    Surprising Titanium Complexes Bearing 2-Pyrazolato Ligands: Synthesis, Structure, and Molecular the synthesis and characterization of several homoleptic pz com- plexes of titanium(IV). These species complexes should be common in early to middle transition metals. Treatment of tetrakis(dimethylamido)titanium

  1. Bitumen-bearing deposits of the United States

    SciTech Connect (OSTI)

    Crysdale, B.L.; Schenk, C.J.

    1988-01-01T23:59:59.000Z

    Descriptions, resources, and petrophysical properties of bitumen-bearing rocks, or tar sands, in the United States are summarized by state and their locations indicated on the accompanying maps. One hundred ninety-eight identified deposits in 17 states yield a total bitumen resource estimated to be 57 billion barrels.

  2. Optimization of superconducting tiling pattern for superconducting bearings

    DOE Patents [OSTI]

    Hull, J.R.

    1996-09-17T23:59:59.000Z

    An apparatus and method for reducing magnetic field inhomogeneities which produce rotational loss mechanisms in high temperature superconducting magnetic bearings are disclosed. Magnetic field inhomogeneities are reduced by dividing high temperature superconducting structures into smaller structures, and arranging the smaller structures into tiers which stagger the magnetic field maximum locations of the smaller structures. 20 figs.

  3. Optimization of superconducting tiling pattern for superconducting bearings

    DOE Patents [OSTI]

    Hull, John R. (Hinsdale, IL)

    1996-01-01T23:59:59.000Z

    An apparatus and method for reducing magnetic field inhomogeneities which produce rotational loss mechanisms in high temperature superconducting magnetic bearings. Magnetic field inhomogeneities are reduced by dividing high temperature superconducting structures into smaller structures, and arranging the smaller structures into tiers which stagger the magnetic field maximum locations of the smaller structures.

  4. An Assessment of the Natural and Anthropogenic Geochemistry of the Red Mountain Creek Watershed: Ironton Mining District, Colorado

    E-Print Network [OSTI]

    Litt, Joshua

    2014-04-29T23:59:59.000Z

    Red Mountain Creek is located in the rich mineralized San Juan Mountains of Southwestern Colorado, where mining from the mid 1800s through the late 1970s occurred. Sampling of the Uncompahgre River in the late 1970s, which is downstream of the five...

  5. Biological monitoring of Upper Three Runs Creek, Savannah River Site, Aiken County, South Carolina, March 1990--July 1991

    SciTech Connect (OSTI)

    Not Available

    1991-12-01T23:59:59.000Z

    In anticipation of the fall 1988 start up of effluent discharges into Upper Three Runs Creek by the F/H Area Effluent Treatment Facility of the Savannah River Site, Aiken, SC, a two and one half year biological study was initiated in June 1987. Upper Three Runs Creek is an intensively studied fourth order stream known for its high species richness. Designed to assess the potential impact of F/H area effluent on the creek, the study included qualitative and quantitative macroinvertebrate stream surveys at five sites (see map), chronic toxicity testing of the effluent, water chemistry and bioaccumulation analysis. In a March 1990 study of the potential impact of F/H Area effluent on the macroinvertebrate communities of Upper Three Runs Creek was extended, with reductions in the number of sites to be sampled and in the frequency of water chemistry sampling. This report presents the results of macroinvertebrate stream surveys at three sites, chronic toxicity testing of the effluent and water chemistry analysis of the three stream sites and the effluent from March 1990 to July 1991.

  6. The development of an aquatic spill model for the White Oak Creek watershed, Oak Ridge National Laboratory, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Johnson, R.O.

    1996-05-01T23:59:59.000Z

    This study develops an aquatic spill model applicable to the White Oak Creek watershed draining the Oak Ridge National Laboratory. Hazardous, toxic, and radioactive chemicals are handled and stored on the laboratory reservation. An accidental spill into the White Oak Creek watershed could contaminate downstream water supplies if insufficient dilution did not occur. White Oak Creek empties into the Clinch River, which flows into the Tennessee River. Both rivers serve as municipal water supplies. The aquatic spill model provides estimates of the dilution at sequential downstream locations along White Oak creek and the Clinch River after an accidental spill of a liquid containing a radioactively decaying constituent. The location of the spill on the laboratory is arbitrary, while hydrologic conditions range from drought to extreme flood are simulated. The aquatic spill model provides quantitative estimates with which to assess water quality downstream from the site of the accidental spill, allowing an informed decision to be made whether to perform mitigating measures so that the integrity of affected water supplies is not jeopardized.

  7. Superfund Record of Decision (EPA Region 8): Anaconda Smelter Site, Mill Creek, Montana (first remedial action), October 1988

    SciTech Connect (OSTI)

    Not Available

    1988-10-02T23:59:59.000Z

    The 160-acre community of Mill Creek is located in Deerlodge County, Montana, immediately adjacent to the Anaconda Smelter NPL site. The community of Mill Creek has been contaminated for over 100 years with smelter emissions, fugitive emissions of flu dust at the smelter, and continued fugitive emissions emanating from adjacent highly contaminated soils. Settled flue emissions in the community of Mill Creek, from the now-defunct copper-smelting operation, contain arsenic, cadmium, and lead. Environmental siting of the community and biological testing of pre-school children, led EPA to conclude that contamination in the Mill Creek area poses an imminent and substantial endangerment to the health of individuals residing there. The primary contaminant of concern at this site is arsenic. Cadmium and lead are secondary contaminants of concern. The selected remedial action for the site includes: permanent relocation of all residents (8 homes) with temporary erosional stabilization of disturbed areas by establishing and maintaining a vegetative cover; demolition, consolidation, and storage.

  8. White Oak Creek watershed: Melton Valley area Remedial Investigation report, at the Oak Ridge National Laboratory, Oak Ridge, Tennessee: Volume 2, Appendixes A and B

    SciTech Connect (OSTI)

    NONE

    1996-11-01T23:59:59.000Z

    This document contains Appendixes A ``Source Inventory Information for the Subbasins Evaluated for the White Oak Creek Watershed`` and B ``Human Health Risk Assessment for White Oak Creek / Melton Valley Area`` for the remedial investigation report for the White Oak Creek Watershed and Melton Valley Area. Appendix A identifies the waste types and contaminants for each subbasin in addition to the disposal methods. Appendix B identifies potential human health risks and hazards that may result from contaminants present in the different media within Oak Ridge National Laboratory sites.

  9. Natural Propagation and Habitat Improvement, Volume I, Oregon, Supplement A: Habitat Enhancement Evaluation of Fish and Wash Creeks, 1983 Annual Report.

    SciTech Connect (OSTI)

    Everest, Fred

    1984-04-01T23:59:59.000Z

    Habitat improvements for anadromous salmonids on Fish Creek in the upper Clackamas Basin were evaluated. The primary objectives of the evaluation effort include: (1) evaluate and quantify the changes in salmonid spawning and rearing habitat resulting from a variety of habitat improvements; (2) evaluate and quantify the changes in fish populations and biomass resulting from habitat improvements; and (3) evaluate the cost-effectiveness of habitat improvements developed with BPA and KV funds on Fish Creek. This report integrates data for the evaluation efforts collected in the Fish Creek Basin in 1982 and 1983. 3 references, 34 figures, 23 tables.

  10. Analysis of flexure pivot tilting pad gas bearings with different damper configurations 

    E-Print Network [OSTI]

    Rimpel, Aaron Michael

    2009-05-15T23:59:59.000Z

    Hydrodynamic flexure pivot tilting pad gas bearings (FPTPGBs) can enable successful operation of oil-free microturbomachinery. This work presents the experimental and analytical study of such bearings with different damper configurations. A test rig...

  11. Bearing options, including design and testing, for direct drive linear generators in wave energy converters 

    E-Print Network [OSTI]

    Caraher, Sarah

    2011-11-22T23:59:59.000Z

    The key focus of this research was to investigate the bearing options most suited to operation in a novel direct drive linear generator. This was done through bearing comparisons, modelling and testing. It is fundamental ...

  12. Advances in hybrid water-lubricated journal bearings for use in ocean vessels

    E-Print Network [OSTI]

    Heberley, Brian Douglas

    2013-01-01T23:59:59.000Z

    The outboard bearings that support shafts in naval ships and submarines present unique challenges to designers, shipbuilders, and operators. Such bearings must operate continuously and reliably in demanding environments ...

  13. A Novel Computational Model for Tilting Pad Journal Bearings with Soft Pivot Stiffnesses

    E-Print Network [OSTI]

    Tao, Yujiao 1988-

    2012-12-10T23:59:59.000Z

    A novel tilting pad journal bearing model including pivot flexibility as well as temporal fluid inertia effects on the thin film fluid flow aims to accurately predict the bearing forced performance. The predictive model also accounts for the thermal...

  14. Measurements of static loading characteristics of a Flexurepivot Tilt Pad Hydrodynamic Bearing

    E-Print Network [OSTI]

    Walton, Nicholas Van Edward

    1995-01-01T23:59:59.000Z

    An experimental investigation examining the static loading characteristics of a four-pad, KMC FLEXUREPIVOT Tilt Pad Hydrodynamic Bearing is presented. Tests are conducted on the TRACE Fluid Film Bearing Element Test Rig for journal speeds ranging...

  15. Hybrid gas bearings with controlled supply pressure to eliminate rotor vibrations while crossing system critical speeds

    E-Print Network [OSTI]

    Ryu, Keun

    2009-05-15T23:59:59.000Z

    reliable predictive design models. The thrust of this research is to investigate conventional bearings of low cost, easy to manufacture (common materials) and easy to install and align. Flexure pivot tilting pad bearings offer little or no cross...

  16. Rotordynamic and thermal analyses of compliant flexure pivot tilting pad gas bearings

    E-Print Network [OSTI]

    Sim, Kyu-Ho

    2009-05-15T23:59:59.000Z

    Rotordynamic and thermal analyses of compliant flexure pivot tilting pad gas bearings were performed. First, compliant flexure pivot tilting pad gas bearings with pad radial compliance (CFTPBs) were introduced and designed for high-speed oil...

  17. Test-Theory Correlation Study for an Ultra High Temperature Thrust Magnetic Bearing 

    E-Print Network [OSTI]

    Desireddy, Vijesh R.

    2010-01-14T23:59:59.000Z

    between bearing force, applied current and temperature. The thesis incorporates the assembly, testing of the electromagnetic bearing at various speeds and temperatures and compare predicted to measured force vs. speed, current, gap and temperature...

  18. Simulation of the dynamic behaviour of a geared transmission on hydrodynamic journal bearings

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    and bearings, oil injection, thermal effects, non Newtonian lubricant, etc. On the other hand, the dynamic whose reactions are calculated solving the lubrication equation presented in [3] under the short bearing

  19. Test-Theory Correlation Study for an Ultra High Temperature Thrust Magnetic Bearing

    E-Print Network [OSTI]

    Desireddy, Vijesh R.

    2010-01-14T23:59:59.000Z

    Magnetic bearings have been researched by the National Aeronautics and Space Administration (NASA) for a very long time to be used in wide applications. This research was to assemble and test an axial thrust electromagnetic bearing, which can handle...

  20. Measurement of rotordynamic coefficients for a high-speed flexure pivot tilting-pad bearing(load between pad) configuration

    E-Print Network [OSTI]

    Al-Ghasem, Adnan Mahmoud

    2005-08-29T23:59:59.000Z

    This thesis presents the dynamic and static forced performance of a flexure-pivot tilting-pad bearing load between pad (LBP) configuration for different rotor speeds and bearing unit loadings. The bearing has the following design parameters: 4 pads...