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Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
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1

Wasatch Wind Inc | Open Energy Information  

Open Energy Info (EERE)

City, Utah Zip 44032 Sector Wind energy Product Wasatch Wind is a project developer of wind farms in the Intermountain region specializing in co-ownership with locally...

2

Episodic Dust Events of Utah’s Wasatch Front and Adjoining Region  

Science Conference Proceedings (OSTI)

Episodic dust events cause hazardous air quality along Utah’s Wasatch Front and dust loading of the snowpack in the adjacent Wasatch Mountains. This paper presents a climatology of episodic dust events of the Wasatch Front and adjoining region ...

W. James Steenburgh; Jeffrey D. Massey; Thomas H. Painter

2012-09-01T23:59:59.000Z

3

Wasatch County, Utah: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Wasatch County, Utah: Energy Resources Wasatch County, Utah: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 40.3629418°, -110.9983515° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.3629418,"lon":-110.9983515,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

4

One Hundred Inches in One Hundred Hours: Evolution of a Wasatch Mountain Winter Storm Cycle  

Science Conference Proceedings (OSTI)

Synoptic, orographic, and lake-effect precipitation processes during a major winter storm cycle over the Wasatch Mountains of northern Utah are examined using radar imagery, high-density surface data, and precipitation observations from Alta Ski ...

W. James Steenburgh

2003-12-01T23:59:59.000Z

5

Upper Los Alamos Canyon Cleanup  

NLE Websites -- All DOE Office Websites (Extended Search)

Upper Los Alamos Canyon Cleanup Upper Los Alamos Canyon Cleanup Upper Los Alamos Canyon Cleanup The Upper Los Alamos Canyon Project involves cleaning up hazardous materials left over from some of the Laboratory's earliest activities. Contact Environmental Communication & Public Involvement P.O. Box 1663 MS M996 Los Alamos, NM 87545 (505) 667-0216 Email Located along Los Alamos Canyon from 7th Street to the Pajarito Ski Hill, the Upper Los Alamos Canyon Project involves examining sites in present and former Laboratory technical areas to see if any further environmental cleanup actions are needed. If not, the Laboratory can apply to have these sites removed permanently from LANL's Hazardous Waste Permit, meaning that no further actions are needed at those sites. Among the 115 sites included in the Upper LA Canyon Project, 54 have been

6

Upper Los Alamos Canyon Cleanup  

NLE Websites -- All DOE Office Websites (Extended Search)

septic tanks, sanitary and industrial waste lines, storm drains, incinerators, transformer sites, and areas in which soil has been contaminated. The Upper Los Alamos Canyon...

7

California Nuclear Profile - Diablo Canyon  

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

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

8

New York Canyon Stimulation  

Science Conference Proceedings (OSTI)

The New York Canyon Stimulation Project was to demonstrate the commercial application of Enhanced Geothermal System techniques in Buena Vista Valley area of Pershing County, Nevada. From October 2009 to early 2012, TGP Development Company aggressively implemented Phase I of Pre-Stimulation and Site/Wellbore readiness. This included: geological studies; water studies and analyses and procurement of initial permits for drilling. Oversubscription of water rights and lack of water needed for implementation of EGS were identified and remained primary obstacles. Despite extended efforts to find alternative solutions, the water supply circumstances could not be overcome and led TGP to determine a "Ă?Â?Ă?Â?No Go"Ă?Â?Ă?Âť decision and initiate project termination in April 2012.

Raemy, B. Principal Investigator, TGP Development Company, LLC

2012-06-21T23:59:59.000Z

9

Post-project appraisal of Martin Canyon Creek restoration  

E-Print Network (OSTI)

Haltiner, Jeffery. 1997. Martin Canyon Stream Stabilization:Williams & Associates, Ltd. 1999. Martin Canyon Creek StreamPost-Project Appraisal of Martin Canyon Creek Restoration

Wagner, Wayne; Roseman, Jesse

2006-01-01T23:59:59.000Z

10

Texas-Louisiana- Mississippi Salt Basin Greater Green River Basin  

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

Texas-Louisiana- Texas-Louisiana- Mississippi Salt Basin Greater Green River Basin W. Gulf Coast Basin Appalachian Basin Wind River Basin Eastern Shelf NW Shelf Abo Sussex-Shannon Muddy J Mesaverde- Lance-Lewis Medina/Clinton-Tuscarora Bradford-Venango-Elk Berea-Murrysville Piceance Basin Bossier Williston Basin Ft Worth Basin Davis Bighorn Basin Judith River- Eagle Permian Basin Anadarko Basin Denver Basin San Juan Basin North-Central Montana Area Uinta Basin Austin Chalk Codell-Niobrara Penn-Perm Carbonate Niobrara Chalk Dakota Morrow Mesaverde Thirty- One Cleveland Ozona Canyon Wasatch- Mesaverde Red Fork Mesaverde Granite Wash Stuart City-Edwards Bowdoin- Greenhorn Travis Peak Olmos Cotton Valley Vicksburg Wilcox Lobo Pictured Cliffs Cretaceous Cretaceous-Lower Tertiary Mancos- Dakota Gilmer Lime Major Tight Gas Plays, Lower 48 States

11

Hudson Canyon | Open Energy Information  

Open Energy Info (EERE)

Canyon Canyon Jump to: navigation, search Name Hudson Canyon Facility Hudson Canyon Sector Wind energy Facility Type Offshore Wind Facility Status Proposed Owner Deepwater Wind Long Island Developer Deepwater Wind Location Atlantic Ocean NY Coordinates 40.151°, -73.53° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.151,"lon":-73.53,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

12

Juniper Canyon | Open Energy Information  

Open Energy Info (EERE)

Juniper Canyon Juniper Canyon Jump to: navigation, search Name Juniper Canyon Facility Juniper Canyon Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Iberdrola Developer Iberdrola Energy Purchaser Merchant Location In Klickitat County 4.6 miles Southeast of Goldendale Coordinates 45.910223°, -120.224317° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.910223,"lon":-120.224317,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

13

Pacific Gas & Electric Company, Diablo Canyon Nuclear ...  

Science Conference Proceedings (OSTI)

Pacific Gas & Electric Company, Diablo Canyon Nuclear Power Plant. NVLAP Lab Code: 100537-0. Address and Contact Information: ...

2013-11-08T23:59:59.000Z

14

Pacific Gas & Electric Company, Diablo Canyon Nuclear ...  

Science Conference Proceedings (OSTI)

Pacific Gas & Electric Company, Diablo Canyon Nuclear Power Plant. NVLAP Lab Code: 100537-0. Address and Contact Information: ...

2013-08-23T23:59:59.000Z

15

Internal Tides in Monterey Submarine Canyon  

Science Conference Proceedings (OSTI)

The M2 internal tide in Monterey Submarine Canyon is simulated using a modified version of the Princeton Ocean Model. Most of the internal tide energy entering the canyon is generated to the south, on Sur Slope and at the head of Carmel Canyon. ...

Rob A. Hall; Glenn S. Carter

2011-01-01T23:59:59.000Z

16

Intense, Variable Mixing near the Head of Monterey Submarine Canyon  

Science Conference Proceedings (OSTI)

A microstructure survey near the head of Monterey Submarine Canyon, the first in a canyon, confirmed earlier inferences that coastal submarine canyons are sites of intense mixing. The data collected during two weeks in August 1997 showed ...

Glenn S. Carter; Michael C. Gregg

2002-11-01T23:59:59.000Z

17

Geothermal investigations at selected thermal systems of the northern Wasatch Front Weber and Box Elder Counties, Utah. Report of investigation No. 141  

DOE Green Energy (OSTI)

Numerous thermal springs are present along the Wasatch Front from Utah valley on the south to the state line on the north. These systems are just west of the Wasatch Mountains at the eastern edge of the Basin and Range physiographic province and within the active seismic zone referred to as the Intermountain Seismic Belt. This Report of Investigation is a summary of UGMS investigations at four northern Wasatch Front geothermal systems: Utah, Crystal (Madsen), and Udy hot springs; and the Little Mountain - south system. All of these resources are deep circulation systems and the water is heated by the normal heat flow of the Basin and Range Province. Heat from volcanic sources is not believed to contribute to the warming of any northern Wasatch Front springs. Data collected under the DOE/DGE state coupled program are presented for use by individuals interested in these systems.

Murphy, P.; Gwynn, J.W.

1979-11-01T23:59:59.000Z

18

Pages that link to "Coyote Canyon Steam Plant Biomass Facility...  

Open Energy Info (EERE)

Share this page on Facebook icon Twitter icon Pages that link to "Coyote Canyon Steam Plant Biomass Facility" Coyote Canyon Steam Plant Biomass Facility Jump to:...

19

Changes related to "Coyote Canyon Steam Plant Biomass Facility...  

Open Energy Info (EERE)

Share this page on Facebook icon Twitter icon Changes related to "Coyote Canyon Steam Plant Biomass Facility" Coyote Canyon Steam Plant Biomass Facility Jump to:...

20

DOE - Office of Legacy Management -- Burro Canyon Disposal Cell...  

Office of Legacy Management (LM)

Burro Canyon Disposal Cell - 007 FUSRAP Considered Sites Site: Burro Canyon Disposal Cell (007) Designated Name: Alternate Name: Location: Evaluation Year: Site Operations: Site...

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


21

DOE - Office of Legacy Management -- Bodo Canyon Cell - 006  

Office of Legacy Management (LM)

Bodo Canyon Cell - 006 FUSRAP Considered Sites Site: Bodo Canyon Cell (006) Designated Name: Alternate Name: Location: Evaluation Year: Site Operations: Site Disposition:...

22

EIS-0219: F-Canyon Plutonium Solutions | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

of Plutonium Solutions Stored in the F-Canyon Facility, Savannah River Site, Aiken, SC December 1, 1994 EIS-0219: Final Environmental Impact Statement F-Canyon Plutonium...

23

ACCELERATED PILOT PROJECT FOR U CANYON DEMOLITION  

SciTech Connect

At the U.S. Department of Energy's Hanford Site in southeast Washington State, CH2M HILL Plateau Remediation Company (CH2M HILL) is underway on a first-of-a-kind project with the decommissioning and demolition of the U Canyon. Following the U.S. Environmental Protection Agency's Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA) Record of Decision for the final remediation of the canyon, CH2M HILL is combining old and new technology and techniques to prepare U Canyon for demolition. The selected remedial action called first for consolidating and grouting equipment currently in the canyon into lower levels of the plant (openings called cells), after which the cell galleries, hot pipe trench, ventilation tunnel, drains and other voids below the operating deck and crane-way deck levels will be filled with approximately 20,000 cubic yards of grout and the canyon roof and walls demolished down to the approximate level of the canyon deck. The remaining canyon structure will then be buried beneath an engineered barrier designed to control potential contaminant migration for a 500-year life. Methods and lessons learned from this project will set the stage for the future demolition of Hanford's four other canyon-type processing facilities.

KEHLER KL

2011-01-13T23:59:59.000Z

24

Bear Canyon Geothermal Facility | Open Energy Information  

Open Energy Info (EERE)

Canyon Geothermal Facility Canyon Geothermal Facility Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Bear Canyon Geothermal Facility General Information Name Bear Canyon Geothermal Facility Facility Bear Canyon Sector Geothermal energy Location Information Location Clear Lake, California, Coordinates 38.762851116528°, -122.69217967987° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":38.762851116528,"lon":-122.69217967987,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

25

Hay Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Hay Canyon Wind Farm Hay Canyon Wind Farm Jump to: navigation, search Name Hay Canyon Wind Farm Facility Hay Canyon Wind Farm Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Iberdrola Renewables Developer Iberdrola Renewables Energy Purchaser Snohomish Public Utility District Location Near Moro OR Coordinates 45.479548°, -120.741491° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.479548,"lon":-120.741491,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

26

Spring Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Spring Canyon Wind Farm Spring Canyon Wind Farm Jump to: navigation, search Name Spring Canyon Wind Farm Facility Spring Canyon Wind Farm Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Invenergy Developer Invenergy Energy Purchaser Xcel Energy Location Near Peetz CO Coordinates 40.95366°, -103.166993° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.95366,"lon":-103.166993,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

27

Threemile Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Threemile Canyon Wind Farm Threemile Canyon Wind Farm Jump to: navigation, search Name Threemile Canyon Wind Farm Facility Threemile Canyon Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner John Deere Wind Developer John Deere Wind Energy Purchaser PacifiCorp Location Morrow County OR Coordinates 45.837861°, -119.701286° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.837861,"lon":-119.701286,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

28

Three Mile Canyon | Open Energy Information  

Open Energy Info (EERE)

Mile Canyon Mile Canyon Jump to: navigation, search Name Three Mile Canyon Facility Three Mile Canyon Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner John Deere Wind Developer Momentum RE Energy Purchaser PacifiCorp Location Morrow County OR Coordinates 45.717419°, -119.502258° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.717419,"lon":-119.502258,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

29

Turbulent Kinetic Energy Dissipation in Barrow Canyon  

Science Conference Proceedings (OSTI)

Pacific Water flows across the shallow Chukchi Sea before reaching the Arctic Ocean, where it is a source of heat, freshwater, nutrients, and carbon. A substantial portion of Pacific Water is routed through Barrow Canyon, located in the northeast ...

E. L. Shroyer

2012-06-01T23:59:59.000Z

30

Internal Waves in Monterey Submarine Canyon  

Science Conference Proceedings (OSTI)

Velocity, temperature, and salinity profile surveying in Monterey Submarine Canyon during spring tide reveals an internal wave field almost an order of magnitude more energetic than that in the open ocean. Semidiurnal fluctuations and their ...

Eric Kunze; Leslie K. Rosenfeld; Glenn S. Carter; Michael C. Gregg

2002-06-01T23:59:59.000Z

31

Rectified Barotropic Flow over a Submarine Canyon  

Science Conference Proceedings (OSTI)

The effect of an isolated canyon interrupting a long continental shelf of constant cross section on the along-isobath, oscillatory motion of a homogeneous, incompressible fluid is considered by employing laboratory experiments (physical models) ...

Nicolas Perénne; Jacques Verron; Dominique Renouard; Don L. Boyer; Xiuzhang Zhang

1997-09-01T23:59:59.000Z

32

Physical Modeling of Flow Field inside Urban Street Canyons  

Science Conference Proceedings (OSTI)

The flow characteristics inside urban street canyons were studied in a laboratory water channel. The approaching flow direction was horizontal and perpendicular to the street axis. The street width was adjusted to form street canyons of aspect ...

Xian-Xiang Li; Dennis Y. C. Leung; Chun-Ho Liu; K. M. Lam

2008-07-01T23:59:59.000Z

33

Wintertime Boundary Layer Structure in the Grand Canyon  

Science Conference Proceedings (OSTI)

Wintertime temperature profiles in the Grand Canyon exhibit a neutral to isothermal stratification during both daytime and nighttime, with only rare instances of actual temperature inversions. The canyon warms during daytime and cools during ...

C. David Whiteman; Shiyuan Zhong; Xindi Bian

1999-08-01T23:59:59.000Z

34

Coyote Canyon Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Coyote Canyon Geothermal Project Coyote Canyon Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Coyote Canyon Geothermal Project Project Location Information Coordinates 39.723055555556°, -118.08027777778° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":39.723055555556,"lon":-118.08027777778,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

35

Red Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Red Canyon Wind Farm Red Canyon Wind Farm Facility Red Canyon Wind Farm Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner NextEra Energy Resources Developer Florida Power & Light Co. Location Borden TX Coordinates 32.95326011°, -101.215539° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":32.95326011,"lon":-101.215539,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

36

Devil's Canyon Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Devil's Canyon Geothermal Project Devil's Canyon Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Devil's Canyon Geothermal Project Project Location Information Coordinates 40.938333333333°, -117.53916666667° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.938333333333,"lon":-117.53916666667,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

37

Biglow Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Biglow Canyon Wind Farm Biglow Canyon Wind Farm Facility Biglow Canyon Wind Farm Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Portland General Electric Developer Orion/Portland General Electric Energy Purchaser Portland General Electric Location Sherman County OR Coordinates 45.629003°, -120.605607° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.629003,"lon":-120.605607,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

38

A Laboratory Model of Urban Street-Canyon Flows  

Science Conference Proceedings (OSTI)

A circulating water channel is constructed to examine urban street-canyon flow. In the cases of an even-notch street canyon in which model buildings on both sides of the street have equal heights, one vortex is observed in model canyons with ...

Jong-Jin Baik; Rae-Seol Park; Hye-Yeong Chun; Jae-Jin Kim

2000-09-01T23:59:59.000Z

39

Microsoft Word - Badger Canyon CXWEB.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

KEC-4 KEC-4 SUBJECT: Environmental Clearance Memorandum David Tripp Project Manager - TEP-CSB-1 Proposed Action: Badger Canyon Substation Radio Communication Tower Project Budget Information: Work Order 00253262 Task 03 Categorical Exclusions Applied (from Subpart D, 10 C.F.R. Part 1021: B1.7 "Acquisition, installation, operation, and removal of communication systems..." B1.19 "Siting, construction, and operation of microwave and radio communication towers and associated facilities..." Location: Badger Canyon Substation, Benton County, Washington - Township 8 North, Range 28 East, Section 1 Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to replace a 40-foot monopole communication

40

Coyote Canyon Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Coyote Canyon Geothermal Area Coyote Canyon Geothermal Area (Redirected from Coyote Canyon Geothermal Resource Area) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Coyote Canyon Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (6) 9 Exploration Activities (0) 10 References Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"TERRAIN","zoom":6,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"500px","height":"300px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":39.927105,"lon":-117.927225,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


41

Big Canyon Creek Ecological Restoration Strategy.  

DOE Green Energy (OSTI)

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

Rasmussen, Lynn; Richardson, Shannon

2007-10-01T23:59:59.000Z

42

Big Canyon Creek Ecological Restoration Strategy.  

Science Conference Proceedings (OSTI)

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

Rasmussen, Lynn; Richardson, Shannon

2007-10-01T23:59:59.000Z

43

Trail Canyon Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Trail Canyon Geothermal Project Trail Canyon Geothermal Project Project Location Information Coordinates 38.325555555556°, -114.29388888889° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":38.325555555556,"lon":-114.29388888889,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

44

Panther Canyon Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Panther Canyon Geothermal Project Panther Canyon Geothermal Project Project Location Information Coordinates 40.549444444444°, -117.57666666667° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.549444444444,"lon":-117.57666666667,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

45

Blue Canyon VI | Open Energy Information  

Open Energy Info (EERE)

VI VI Jump to: navigation, search Name Blue Canyon VI Facility Blue Canyon VI Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner EDP Renewables North America LLC Developer EDP Renewables North America LLC Energy Purchaser Merchant Location Lawton OK Coordinates 34.8582°, -98.54752° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.8582,"lon":-98.54752,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

46

DOE - Office of Legacy Management -- Acid Pueblo Canyon - NM 03  

NLE Websites -- All DOE Office Websites (Extended Search)

Acid Pueblo Canyon - NM 03 Acid Pueblo Canyon - NM 03 FUSRAP Considered Sites Acid/Pueblo Canyon, NM Alternate Name(s): Radioactive Liquid Waste Treatment Plant (TA-45) Acid/Pueblo and Los Alamos Canyon NM.03-3 Location: Canyons in the Pajarito Plateau Region in Los Alamos County, Los Alamos, NM NM.03-3 Historical Operations: Late 1943 or early 1944, head of the south fork of Acid Canyon received untreated liquid waste containing tritium and isotopes of strontium, cesium, uranium, plutonium, and americium discharged from main acid sewer lines and subsequently from the TA-3 plutonium treatment plant. NM.03-3 Eligibility Determination: Radiological Survey(s): Verification Surveys NM.03-5 NM.03-6 Site Status: Certified- Certification Basis and Federal Register Notice NM.03-2

47

Coyote Canyon Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Coyote Canyon Geothermal Area Coyote Canyon Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Coyote Canyon Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (6) 9 Exploration Activities (0) 10 References Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"TERRAIN","zoom":6,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"500px","height":"300px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":39.927105,"lon":-117.927225,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

48

EIS-0427: Grapevine Canyon Wind Project, Coconino County, Arizona |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

27: Grapevine Canyon Wind Project, Coconino County, Arizona 27: Grapevine Canyon Wind Project, Coconino County, Arizona EIS-0427: Grapevine Canyon Wind Project, Coconino County, Arizona Summary This EIS evaluates the environmental impacts of a proposed wind energy generation project in Coconino County, Arizona, on privately owned ranch lands and trust lands administered by the Arizona State Land Department. The proposed project includes a new transmission tie-line that would cross lands administered by Coconino National Forest and interconnect with DOE's Western Area Power Administration's existing Glen Canyon-Pinnacle Peak transmission lines. Public Comment Opportunities No public comment opportunities available at this time. Documents Available for Download September 11, 2012 EIS-0427: Record of Decision Interconnection of the Grapevine Canyon Wind Project, Coconino County,

49

Klondike III / Biglow Canyon Wind Integration Project  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Proposed Action and Alternatives 2-3 Proposed Action and Alternatives 2-3 Figure 1 Proposed 230-kV Towers and Rights-of-Way Klondike III/Biglow Canyon Wind Integration Project Bonneville Power Administration Proposed Action and Alternatives 2-4 Figure 1, continued CUMULATIVE IMPACTS ANALYSIS, PROPOSED WIND PROJECTS, SHERMAN COUNTY, WASHINGTON March 2006 WEST, Inc. 32 Figure 1. Region map of wind projects proposed for Sherman County. D e s c h u t e s Ri ver C a n y o n C o l u m b ia R i v e r Hwy 19 H w y 2 0 6 H w y 9 7 I 8 4 Grass Valley Moro Wasco Biggs Arlington Condon Fourmile Canyon McDonald Ferry Biggs Junction Deschutes River Crossing The Dalles Complex RM 15.9-16.8 RM 40 Sherman Co Wasco Co G i l l i a m C o Gilliam Co Morrow Co Rowena Plateau Historic Columbia River Highway John D a y R i v e r C a n y o n P:\B\BPAX00000324\0600INFO\GS\arcmap\figures\visiblity_tech_report\fig2_visual_resources_or.mxd January 9, 2006

50

Nine Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Wind Farm Wind Farm Facility Nine Canyon Wind Farm Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Energy Northwest Developer Energy Northwest Energy Purchaser Energy Northwest Location Benton County Coordinates 46.286065°, -119.425532° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":46.286065,"lon":-119.425532,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

51

Blue Canyon Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Wind Farm Wind Farm Facility Blue Canyon Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Babcock & Brown/Horizon Developer Zilkha Renewable/Kirmart Corp. Energy Purchaser Western Farmers' Electric Cooperative Location North of Lawton OK Coordinates 34.852678°, -98.551807° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.852678,"lon":-98.551807,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

52

Beneficial Reuse at Bodo Canyon Site | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Services » Environmental Justice » Beneficial Reuse at Bodo Services » Environmental Justice » Beneficial Reuse at Bodo Canyon Site Beneficial Reuse at Bodo Canyon Site The George Washington University Environmental Resource Policy Graduate Program Capstone Project Beneficial Reuse at Bodo Canyon Site Feasibility and Community Support for Photovoltaic Array May 2012 The George Washington University Environmental Resource Policy Graduate Program Capstone Project was an analysis of LM's efforts to support the installation of a commercial solar photovoltaic system at the former uranium mill site near Durango, Colorado. Beneficial Reuse at Bodo Canyon Site More Documents & Publications EA-1770: Final Environmental Assessment Performance of a Permeable Reactive Barrier Using Granular Zero-Valent Iron: FY 2004 Annual Report Durango, Colorado, Disposal Site

53

Olowalu-Ukumehame Canyon Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Olowalu-Ukumehame Canyon Geothermal Area Olowalu-Ukumehame Canyon Geothermal Area (Redirected from Olowalu-Ukumehame Canyon Area) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Olowalu-Ukumehame Canyon Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (0) 9 Exploration Activities (4) 10 References Area Overview Geothermal Area Profile Location: Hawaii Exploration Region: Hawaii Geothermal Region GEA Development Phase: 2008 USGS Resource Estimate Mean Reservoir Temp: Estimated Reservoir Volume: Mean Capacity: Click "Edit With Form" above to add content History and Infrastructure Operating Power Plants: 0

54

Canyon Bloomers, Inc Greenhouse Low Temperature Geothermal Facility | Open  

Open Energy Info (EERE)

Canyon Bloomers, Inc Greenhouse Low Temperature Geothermal Facility Canyon Bloomers, Inc Greenhouse Low Temperature Geothermal Facility Jump to: navigation, search Name Canyon Bloomers, Inc Greenhouse Low Temperature Geothermal Facility Facility Canyon Bloomers, Inc Sector Geothermal energy Type Greenhouse Location Buhl, Idaho Coordinates 42.5990714°, -114.7594946° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

55

Tidal Motion in Submarine Canyons—A Laboratory Experiment  

Science Conference Proceedings (OSTI)

The reasons for the large-amplitude tidal motion observed in oceanic submarine canyons have been explored with a laboratory experiment. A barotropic tide was forced in a stratified tank, containing continental shelf-slope topography into which a ...

Peter G. Baines

1983-02-01T23:59:59.000Z

56

Observations of the Internal Tide in Monterey Canyon  

Science Conference Proceedings (OSTI)

Data from two shipboard experiments in 1994, designed to observe the semidiurnal internal tide in Monterey Canyon, reveal semidiurnal currents of about 20 cm s?1, which is an order of magnitude larger than the estimated barotropic tidal currents. ...

Emil T. Petruncio; Leslie K. Rosenfeld; Jeffrey D. Paduan

1998-10-01T23:59:59.000Z

57

Flow Variability in a North American Downtown Street Canyon  

Science Conference Proceedings (OSTI)

Previous field and laboratory studies have indicated that flow and turbulence inside urban areas and, in particular, in street canyons, is very complex and is associated with wakes and vortices developing near buildings. However, a number of open ...

Petra Klein; James V. Clark

2007-06-01T23:59:59.000Z

58

H CANYON PROCESSING IN CORRELATION WITH FH ANALYTICAL LABS  

Science Conference Proceedings (OSTI)

Management of radioactive chemical waste can be a complicated business. H Canyon and F/H Analytical Labs are two facilities present at the Savannah River Site in Aiken, SC that are at the forefront. In fact H Canyon is the only large-scale radiochemical processing facility in the United States and this processing is only enhanced by the aid given from F/H Analytical Labs. As H Canyon processes incoming materials, F/H Labs provide support through a variety of chemical analyses. Necessary checks of the chemical makeup, processing, and accountability of the samples taken from H Canyon process tanks are performed at the labs along with further checks on waste leaving the canyon after processing. Used nuclear material taken in by the canyon is actually not waste. Only a small portion of the radioactive material itself is actually consumed in nuclear reactors. As a result various radioactive elements such as Uranium, Plutonium and Neptunium are commonly found in waste and may be useful to recover. Specific processing is needed to allow for separation of these products from the waste. This is H Canyon's specialty. Furthermore, H Canyon has the capacity to initiate the process for weapons-grade nuclear material to be converted into nuclear fuel. This is one of the main campaigns being set up for the fall of 2012. Once usable material is separated and purified of impurities such as fission products, it can be converted to an oxide and ultimately turned into commercial fuel. The processing of weapons-grade material for commercial fuel is important in the necessary disposition of plutonium. Another processing campaign to start in the fall in H Canyon involves the reprocessing of used nuclear fuel for disposal in improved containment units. The importance of this campaign involves the proper disposal of nuclear waste in order to ensure the safety and well-being of future generations and the environment. As processing proceeds in the fall, H Canyon will have a substantial number of samples being sent to F/H Labs. All analyses of these samples are imperative to safe and efficient processing. The important campaigns to occur would be impossible without feedback from analyses such as chemical makeup of solutions, concentrations of dissolution acids and nuclear material, as well as nuclear isotopic data. The necessity of analysis for radiochemical processing is evident. Processing devoid of F/H Lab's feedback would go against the ideals of a safety-conscious and highly accomplished processing facility such as H Canyon.

Weinheimer, E.

2012-08-06T23:59:59.000Z

59

Nine Canyon III Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Nine Canyon III Wind Farm Nine Canyon III Wind Farm Facility Nine Canyon III Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Energy Northwest Developer Energy Northwest/RES Americas Energy Purchaser Energy Northwest Coordinates 46.286065°, -119.425532° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":46.286065,"lon":-119.425532,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

60

Olowalu-Ukumehame Canyon Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Olowalu-Ukumehame Canyon Geothermal Area Olowalu-Ukumehame Canyon Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Olowalu-Ukumehame Canyon Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (0) 9 Exploration Activities (4) 10 References Area Overview Geothermal Area Profile Location: Hawaii Exploration Region: Hawaii Geothermal Region GEA Development Phase: 2008 USGS Resource Estimate Mean Reservoir Temp: Estimated Reservoir Volume: Mean Capacity: Click "Edit With Form" above to add content History and Infrastructure Operating Power Plants: 0 No geothermal plants listed. Add a new Operating Power Plant

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


61

Microsoft Word - Final_NineCanyon_CommunicationTowerInstall_CX  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

1, 2013 1, 2013 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Kelly Gardner, PMP Project Manager, TEP-TPP-1 Proposed Action: Nine Canyon Substation Communication Tower Addition: 331800 McNary Sub Bus Tie Relay Replacements and 310427 McNary-Badger Canyon Transfer Trip Install Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.6 - Additions and modifications to transmission facilities Location: Kennewick, Benton County, Washington Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to install a 60-foot communications tower and associated communication equipment at the Benton County Public Utility District's Nine Canyon Substation in Benton County, Washington. The upgrade would involve replacing the

62

Review of the Diablo Canyon probabilistic risk assessment  

SciTech Connect

This report details the review of the Diablo Canyon Probabilistic Risk Assessment (DCPRA). The study was performed under contract from the Probabilistic Risk Analysis Branch, Office of Nuclear Reactor Research, USNRC by Brookhaven National Laboratory. The DCPRA is a full scope Level I effort and although the review touched on all aspects of the PRA, the internal events and seismic events received the vast majority of the review effort. The report includes a number of independent systems analyses sensitivity studies, importance analyses as well as conclusions on the adequacy of the DCPRA for use in the Diablo Canyon Long Term Seismic Program.

Bozoki, G.E.; Fitzpatrick, R.G.; Bohn, M.P. [Sandia National Lab., Albuquerque, NM (United States); Sabek, M.G. [Atomic Energy Authority, Nuclear Regulatory and Safety Center, Cairo (Egypt); Ravindra, M.K.; Johnson, J.J. [EQE Engineering, San Francisco, CA (United States)

1994-08-01T23:59:59.000Z

63

Blue Canyon II Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Blue Canyon II Wind Farm Blue Canyon II Wind Farm Jump to: navigation, search Name Blue Canyon II Wind Farm Facility Blue Canyon II Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Horizon Wind Energy Developer Horizon Wind Energy Energy Purchaser American Electric Power Location North of Lawton OK Coordinates 34.8582°, -98.54752° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.8582,"lon":-98.54752,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

64

Biglow Canyon Phase III Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Biglow Canyon Phase III Wind Farm Biglow Canyon Phase III Wind Farm Jump to: navigation, search Name Biglow Canyon Phase III Wind Farm Facility Biglow Canyon Phase III Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Portland General Electric Developer Orion Energy Group Energy Purchaser Portland General Electric Location Sherman County OR Coordinates 45.6375°, -120.605278° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.6375,"lon":-120.605278,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

65

Thirty-five years at Pajarito Canyon Site  

SciTech Connect

A history of the research activities performed at the Pajarito Canyon Site from 1946 to 1981 is presented. Critical assemblies described include: the Topsy assembly; Lady Godiva; Godiva 2; Jezebel; Flattop; the Honeycomb assembly for Rover studies; Kiwi-TNT; PARKA reactor; Big Ten; and Plasma Cavity Assembly.

Paxton, H.C.

1981-05-01T23:59:59.000Z

66

Properties of Saltstone Prepared Containing H-Canyon Waste  

Science Conference Proceedings (OSTI)

Saltstone slurries were prepared from solutions made from H-Canyon waste and evaluated for processing properties. Salt solutions prepared with a 1:1 ratio of Tank 50H simulant and H-Canyon blended waste produced slurries that met the processing requirements in Table 2 of the Task Technical and Quality Assurance Plan (TTQAP). Additions of set retarder and antifoam were necessary to meet these processing requirements. The water to premix ratio used to achieve acceptable processing properties was 0.63. Slurries prepared solely with H-Canyon blended waste as the salt solution met the gel time and bleed water requirements, but did not set in the allotted time. Compressive strength samples prepared from the mix with acceptable processing properties had an average compressive strength of 814 psi (Samples with a compressive strength value of >200 psi are acceptable.). Analysis for mercury of the leachate of samples analyzed by the Toxic Characteristic Leaching Procedure (TCLP) indicated a concentration of mercury in the leachate <0.11 mg/L (The limit set by the Environmental Protection Agency (EPA) Resource Conservation and Recovery Act (RCRA) for mercury to require treatment is 0.2 mg/L.). It is recommended that without further testing; Tank 50H be limited to no more than 50 wt% H-Canyon material. It is also recommended that prior to the transfer of Tank 50H to the Saltstone Processing Facility; a sample of the Tank 50H waste be evaluated for processing properties.

Cozzi, A

2005-04-05T23:59:59.000Z

67

Glen Canyon Dam Long-Term Experimental and Management Plan EIS  

NLE Websites -- All DOE Office Websites (Extended Search)

Glen Canyon LTEMP EIS Glen Canyon LTEMP EIS Glen Canyon Dam, a 1,300-MW water-storage and hydroelectric facility is located on the Colorado River upstream of the Grand Canyon. EVS is evaluating the effects of dam operations on the Colorado River. A comprehensive evaluation of Glen Canyon Dam operations and their effects on the Colorado River through the Grand Canyon is being conducted by the Department of the Interior with EVS assistance. The Long-Term Experimental and Management Plan (LTEMP) Environmental Impact Statement (EIS) - the first such evaluation in over 15 years - will examine flow regimes to meet the goals of supplying water for communities, agriculture, and industry and will protect the resources of the Grand Canyon, while providing clean hydropower. The LTEMP EIS, which is expected to be completed by the end of 2013, will

68

New York Canyon Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

form form View source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit with form History Facebook icon Twitter icon » New York Canyon Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: New York Canyon Geothermal Area Contents 1 Area Overview 2 History and Infrastructure 3 Regulatory and Environmental Issues 4 Exploration History 5 Well Field Description 6 Geology of the Area 7 Geofluid Geochemistry 8 NEPA-Related Analyses (6) 9 Exploration Activities (1) 10 References Area Overview Geothermal Area Profile Location: Lovelock, NV Exploration Region: Central Nevada Seismic Zone Geothermal Region GEA Development Phase: None"None" is not in the list of possible values (Phase I - Resource Procurement and Identification, Phase II - Resource Exploration and Confirmation, Phase III - Permitting and Initial Development, Phase IV - Resource Production and Power Plant Construction) for this property.

69

American Canyon Power Plant Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

Biomass Facility Biomass Facility Jump to: navigation, search Name American Canyon Power Plant Biomass Facility Facility American Canyon Power Plant Sector Biomass Facility Type Landfill Gas Location Napa County, California Coordinates 38.5024689°, -122.2653887° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":38.5024689,"lon":-122.2653887,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

70

Coyote Canyon Steam Plant Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

Steam Plant Biomass Facility Steam Plant Biomass Facility Jump to: navigation, search Name Coyote Canyon Steam Plant Biomass Facility Facility Coyote Canyon Steam Plant Sector Biomass Facility Type Landfill Gas Location Orange County, California Coordinates 33.7174708°, -117.8311428° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":33.7174708,"lon":-117.8311428,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

71

New York Canyon Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

New York Canyon Geothermal Project New York Canyon Geothermal Project Project Location Information Coordinates 40.056111111111°, -118.01083333333° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.056111111111,"lon":-118.01083333333,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

72

Blue Canyon V Wind Farm | Open Energy Information  

Open Energy Info (EERE)

V Wind Farm V Wind Farm Jump to: navigation, search Name Blue Canyon V Wind Farm Facility Blue Canyon V Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Horizon-EDPR Developer Horizon-EDPR Energy Purchaser Public Service of Oklahoma Location Caddo & Comanche Counties OK Coordinates 34.8582°, -98.54752° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.8582,"lon":-98.54752,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

73

New York Canyon Stimulation Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Stimulation Geothermal Project Stimulation Geothermal Project Jump to: navigation, search Last modified on July 22, 2011. Project Title New York Canyon Stimulation Project Type / Topic 1 Recovery Act: Enhanced Geothermal System Demonstrations Project Type / Topic 2 EGS Demonstration Project Description The projects expected outcomes and benefits are; - Demonstrated commercial viability of the EGS-stimulated reservoir by generating electricity using fluids produced from the reservoir at economic costs. - Significant job creation and preservation and economic development in support of the Recovery Act of 2009. State Nevada Objectives Demonstrate the commercial application of EGS techniques at the New York Canyon (NYC) site in a way that minimizes cost and maximizes opportunities for repeat applications elsewhere.

74

Box Canyon Motel Space Heating Low Temperature Geothermal Facility | Open  

Open Energy Info (EERE)

Motel Space Heating Low Temperature Geothermal Facility Motel Space Heating Low Temperature Geothermal Facility Jump to: navigation, search Name Box Canyon Motel Space Heating Low Temperature Geothermal Facility Facility Box Canyon Motel Sector Geothermal energy Type Space Heating Location Ouray, Colorado Coordinates 38.0227716°, -107.6714487° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

75

Harbison Canyon, California: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Harbison Canyon, California: Energy Resources Harbison Canyon, California: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 32.8203296°, -116.8300236° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":32.8203296,"lon":-116.8300236,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

76

The Dissolution of Desicooler Residues in H-Canyon Dissolvers  

Science Conference Proceedings (OSTI)

A series of dissolution and characterization studies has been performed to determine if FB-Line residues stored in desicooler containers will dissolve using a modified H-Canyon processing flowsheet. Samples of desicooler materials were used to evaluate dissolving characteristics in the low-molar nitric acid solutions used in H-Canyon dissolvers. The selection for the H-Canyon dissolution of desicooler residues was based on their high-enriched uranium content and trace levels of plutonium. Test results showed that almost all of the enriched uranium will dissolve from the desicooler materials after extended boiling in one molar nitric acid solutions. The residue that contained uranium after completion of the extended boiling cycle consisted of brown solids that had agglomerated into large pieces and were floating on top of the dissolver solution. Addition of tenth molar fluoride to a three molar nitric acid solution containing boron did not dissolve remaining uranium from the brown solids. Only after boiling in an eight molar nitric acid-tenth molar fluoride solution without boron did remaining uranium and aluminum dissolve from the brown solids. The amount of uranium associated with brown solids would be approximately 1.4 percent of the total uranium content of the desicooler materials. The brown solids that remain in the First Uranium Cycle feed will accumulate at the organic/aqueous interface during solvent extraction operations. Most of the undissolved white residue that remained after extended boiling was aluminum oxide containing additional trace quantities of impurities. However, the presence of mercury used in H-Canyon dissolvers should complete the dissolution of these aluminum compounds.

Gray, J.H.

2003-06-23T23:59:59.000Z

77

A review of proposed Glen Canyon Dam interim operating criteria  

DOE Green Energy (OSTI)

Three sets of interim operating criteria for Glen Canyon Dam on the Colorado River have been proposed for the period of November 1991, to the completion of the record of decision for the Glen Canyon Dam environmental impact statement (about 1993). These criteria set specific limits on dam releases, including maximum and minimum flows, up-ramp and down-ramp rates, and maximum daily fluctuation. Under the proposed interim criteria, all of these parameters would be reduced relative to historical operating criteria to protect downstream natural resources, including sediment deposits, threatened and endangered fishes, trout, the aquatic food base, and riparian plant communities. The scientific bases of the three sets of proposed operating criteria are evaluated in the present report:(1) criteria proposed by the Research/Scientific Group, associated with the Glen Canyon Environmental Studies (GCES); (2) criteria proposed state and federal officials charged with managing downstream resources; and (3) test criteria imposed from July 1991, to November 1991. Data from Phase 1 of the GCES and other sources established that the targeted natural resources are affected by dam operations, but the specific interim criteria chosen were not supported by any existing studies. It is unlikely that irreversible changes to any of the resources would occur over the interim period if historical operating criteria remained in place. It is likely that adoption of any of the sets of proposed interim operating criteria would reduce the levels of sediment transport and erosion below Glen Canyon Dam; however, these interim criteria could result in some adverse effects, including the accumulation of debris at tributary mouths, a shift of new high-water-zone vegetation into more flood-prone areas, and further declines in vegetation in the old high water zone.

LaGory, K.; Hlohowskyj, I.; Tomasko, D.; Hayse, J.; Durham, L.

1992-04-01T23:59:59.000Z

78

DOE - Office of Legacy Management -- Bayo Canyon NM Site - NM 01  

NLE Websites -- All DOE Office Websites (Extended Search)

Bayo Canyon NM Site - NM 01 Bayo Canyon NM Site - NM 01 FUSRAP Considered Sites Bayo Canyon, NM Alternate Name(s): Bayo Canyon Area Bayo Canyon (TA-10) Site NM.01-2 Location: Canyon in the Pajarito Plateau Region in Los Alamos County, Los Alamos, NM NM.01-3 Historical Operations: Used in 1944-1961 by the MED and later AEC at Los Alamos National Laboratory as a firing site for conventional and high-explosives experiments involving natural and depleted uranium, strontium, and lanthanum as a radiation source for blast diagnosis. NM.01-3 NM.01-5 Eligibility Determination: Eligible NM.01-1 Radiological Survey(s): Assessment Survey NM.01-3 Site Status: Certified- Certification Basis NM.01-5 NM.01-6 Long-term Care Requirements: Long-Term Surveillance and Maintenance Requirements for Remediated FUSRAP Sites S07566_FUSRAP

79

Nine Canyon Wind Farm Phase II | Open Energy Information  

Open Energy Info (EERE)

Page Page Edit with form History Facebook icon Twitter icon » Nine Canyon Wind Farm Phase II Jump to: navigation, search Name Nine Canyon Wind Farm Phase II Facility Nine Canyon Wind Farm Phase II Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Energy Northwest Developer Energy Northwest Energy Purchaser Energy Northwest Location Benton County Coordinates 46.286065°, -119.425532° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":46.286065,"lon":-119.425532,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

80

Simulating infiltration tests in fractured basalt at the Box Canyon Site, Idaho  

E-Print Network (OSTI)

in the unsaturated zone at the Idaho National Engineeringzone: Box Canyon Site, Idaho. , Rep. LBNL-42925, Lawrencethe U.S. Department of Energy, Idaho Operations Office, DOE

Unger, Andre J.A.; Faybishenko, Boris; Bodvarsson, Gudmundur S.; Simmons, Ardyth M.

2003-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


81

Geologic Investigation of a Potential Site for a Next-Generation Reactor Neutrino Oscillation Experiment -- Diablo Canyon, San Luis Obispo County, CA  

E-Print Network (OSTI)

reactions of a nuclear power plant. Diablo Canyon wasmeters from the nuclear power plant) while having suitableThe Diablo Canyon Nuclear Power Plant site in San Luis

Onishi, Celia Tiemi; Dobson, Patrick; Nakagawa, Seiji; Glaser, Steven; Galic, Dom

2004-01-01T23:59:59.000Z

82

Small mammal study of Sandia Canyon, 1994 and 1995  

SciTech Connect

A wide range of plant and wildlife species utilize water discharged from facilities at Los Alamos National Laboratory (LANL). The purpose of this study was to gather baseline data of small mammal populations and compare small mammal characteristics within three areas of Sandia Canyon, which receives outfall effluents from multiple sources. Three small mammal trapping webs were placed in the upper portion of Sandia Canyon, the first two were centered in a cattail-dominated marsh with a ponderosa pine overstory and the third web was placed in a much drier transition area with a ponderosa pine overstory. Webs 1 and 2 had the highest species diversity indices with deer mice the most commonly captured species in all webs. However, at Web 1, voles, shrews, and harvest mice, species more commonly found in moist habitats, made up a much greater overall percentage (65.6%) than did deer mice and brush mice (34.5%). The highest densities and biomass of animals were found in Web 1 with a continual decrease in density estimates in each web downstream. There is no statistical difference between the mean body weights of deer mice and brush mice between sites. Mean body length was also determined not to be statistically different between the webs (GLM [deer mouse], F = 0.89, p = 0.4117; GLM [brush mouse], F = 2.49, p = 0.0999). Furthermore, no statistical difference between webs was found for the mean lean body masses of deer and brush mice (GLM [deer mouse], F = 2.54, p = 0.0838; GLM [brush mouse], F = 1.60, p = 0.2229). Additional monitoring studies should be conducted in Sandia Canyon so comparisons over time can be made. In addition, rodent tissues should be sampled for contaminants and then compared to background or control populations elsewhere at the Laboratory or at an off-site location.

Bennett, K.; Biggs, J.

1996-11-01T23:59:59.000Z

83

DOE/EA-1521; Environmental Assessment for Spring Canyon Wind Project, Logan County, Colorado  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

EA, Spring Canyon Wind Project ix EA, Spring Canyon Wind Project ix TABLE OF CONTENTS Page 1.0 PURPOSE AND NEED......................................................................................................... 1 1.1 INTRODUCTION ..................................................................................................... 1 1.2 PURPOSE AND NEED............................................................................................. 3 1.2.1 Federal Agency Action ............................................................................... 3 1.2.2 Applicant's Purpose and Need .................................................................... 3 1.3 SCOPING .................................................................................................................. 3

84

Wind-Flow Patterns in the Grand Canyon as Revealed by Doppler Lidar  

Science Conference Proceedings (OSTI)

Many interesting flow patterns were found in the Grand Canyon by a scanning Doppler lidar deployed to the south rim during the 1990 Wintertime Visibility Study. Three are analyzed in this study: 1) flow reversal in the canyon, where the flow in ...

Robert M. Banta; Lisa S. Darby; Pirmin Kaufmann; David H. Levinson; Cui-Juan Zhu

1999-08-01T23:59:59.000Z

85

Debris flow deposition and reworking by the Colorado River in Grand Canyon, Arizona  

E-Print Network (OSTI)

Debris flow deposition and reworking by the Colorado River in Grand Canyon, Arizona Brian J Canyon, Arizona, transport coarse-grained sediment onto debris fans adjacent to the Colorado River and Monument Creeks using photogrammetry of aerial photography taken from 1965 to 2000 and supplemented

86

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

87

Green Canyon Hot Springs Greenhouse Low Temperature Geothermal Facility |  

Open Energy Info (EERE)

Greenhouse Low Temperature Geothermal Facility Greenhouse Low Temperature Geothermal Facility Facility Green Canyon Hot Springs Sector Geothermal energy Type Greenhouse Location Newdale, Idaho Coordinates 43.8832463°, -111.6063483° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

88

Gas Flux Sampling At Olowalu-Ukumehame Canyon Area (Thomas, 1986) | Open  

Open Energy Info (EERE)

Gas Flux Sampling At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Gas Flux Sampling At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Gas Flux Sampling At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Exploration Activity Details Location Olowalu-Ukumehame Canyon Area Exploration Technique Gas Flux Sampling Activity Date Usefulness could be useful with more improvements DOE-funding Unknown Notes Soil mercury concentration and radon emanometry surveys were conducted along the stream beds in both Olowalu and Ukumehame Canyons and on the coastal alluvial fans (Cox and Cuff, 1981a). The results of these surveys indicated that a few minor -nomalies might be present. However, the extreme topographic relief in the area did not permit sufficient coverage of the

89

Patterns in biodiversity and distribution of benthic Polychaeta in the Mississippi Canyon, Northern Gulf of Mexico  

E-Print Network (OSTI)

The distribution of benthic polychaetes in the Mississippi Canyon was examined to evaluate impacts of environmental variables on species assemblages. Environmental variables considered included depth, bathymetric slope, hydrographic features, sediment grain size, food availability and sediment contamination. Samples were collected using GOMEX boxcorer. Density decreased with increasing depth exponentially. Diversity exhibited a unimodal pattern with depth with a maximum value in the intermediate depth range (about 1269 m). Deposit feeders were the most abundant feeding guild. Both the feeding guilds and faunal composition could be divided into three groups along the depth gradient: shallow (300 Â? 800 m), intermediate (800 Â? 1500 m) and deep (> 1500 m). Results of statistical analyses revealed that depth was the most important determinant in organizing polychaete assemblages in the study area. The Mississippi Canyon and the Central Transect (a non-canyon area) were found not contaminated by trace metals or Polynuclear Aromatic Hydrocarbons (PAHs) in sediments, although the highest PAHs concentration occurred at the head of the Canyon, MT1. The mean density was higher in the Mississippi Canyon (1668 N/m2) than in the Central Transect (979 N/m2), while the mean diversity in the Canyon (ES(100) = 26.9 ) was lower than the Central Transect (ES(100) = 33.1). Large amounts of terrigenous input from the Mississippi River to the Canyon could enhance polychaete density and accelerate competitive exclusion, and thus lead to lower diversity. The faunal composition was significantly different between the two transects, with higher species richness in the Mississippi Canyon (301 species). This could be attributed to structure complexity in the Mississippi Canyon. The distribution of feeding guilds was similar between two transects. The differences observed in polychaete assemblages between two transects may be largely due to high terrigenous sediment and organic matter input to the Mississippi Canyon by the Mississippi River.

Wang, Yuning

2004-12-01T23:59:59.000Z

90

Sediment transport in the Mississippi Canyon: the role of currents and storm events on optical variability  

E-Print Network (OSTI)

Two modes of sediment transport were found to exist in the Mississippi Canyon: the offshelf transport of material in intermediate nepheloid layers originating at depths of 50-175 m and the resuspension and transport of material within the canyon. Large- and small-particle intermediate nepheloid layers were consistently present in the canyon axis and were not observed on the slope to either side of the canyon. The temporal variability in currents, temperature, and particulate matter was measured at a station located at 300 m depth in the canyon axis during consecutive deployments in May-July and August-November 1998. Two moored current meters, one at 3.5 mab and one at 50 mab, recorded flow, while thermographs, a light-scattering sensor, and sediment traps gathered information about the characteristics of the flow and movement of particulate matter. Currents in the upper Mississippi Canyon were oscillatory, with alternating periods of up-canyon and down-canyon flow. Harmonic analysis revealed that the diurnal tidal signal was the dominant component of the flow. Currents were most intense at 3.5 mab. Mean current speed at this depth was approximately 8 cm s?ą during both deployments, reaching maximum speeds of over 50 cm s?ą. Current velocities generated sufficient shear stress to resuspend canyon floor sediments about 30% of the time during both deployments. During the second mooring deployment, Hurricane Georges passed 150 km NE of the study site. Near-bottom current velocities and temperature fluctuations were intensified. As the hurricane passed, maximum current speed reached 68 cm s?ą and a temperature decrease of approximately 7 degrees C occurred in less than 2 hours. Conditions were favorable for sediment resuspension approximately 50% of the time during the five days of hurricane influence. Further evidence for sediment resuspension was provided by similarities between canyon floor core samples and sediment trap collections.

Burden, Cheryl A

1999-01-01T23:59:59.000Z

91

Biglow Canyon Phase II Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Phase II Wind Farm Phase II Wind Farm Jump to: navigation, search Name Biglow Canyon Phase II Wind Farm Facility Biglow Canyon Phase II Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Portland General Electric Developer Orion Energy Group Energy Purchaser Portland General Electric Location Sherman County OR Coordinates 45.6375°, -120.605278° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":45.6375,"lon":-120.605278,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

92

Geology, characteristics, and resource potential of the low-temperature geothermal system near Midway, Wasatch County, Utah. Report of Investigation No. 142  

DOE Green Energy (OSTI)

To evaluate the geothermal energy potential of the hot springs system near Midway, Wasatch Co., Utah, consideration was given to heat flow, water chemistry, and structural controls. Abnormal heat flow was indicated qualitatively by snow-melt patterns and quantitatively by heat-flow measurements that were obtained from two of four temperature-gradient wells drilled in the area. These measurements indicated that the area north of the town of Midway is characterized by heat flow equal to 321.75 MW/m/sup 2/, which is over four times the value generally considered as normal heat flow. Chemical analyses of water from six selected thermal springs and wells were used in conjunction with the silica and Na-K-Ca geothermometers to estimate the reservoir temperature of the thermal system. Because the calculated temperature was more than 25/sup 0/C above the maximum observed temperature, a mixing model calculation was used to project an upper limit for the reservoir temperature. Based on these calculations, the system has a reservoir temperature ranging from 46 to 125/sup 0/C. Structural information obtained from published geologic maps of the area and from an unpublished gravity survey, enabled two models to be developed for the system. The first model, based on geologic relationships in the mountains to the north and west of Midway, assumes that the heat for the thermal system comes from a relatively young intrusive or related hydrothermal convection system in the vicinity of the Mayflower mine. Meteoric waters would be heated as they approach the heat source and then move laterally to the south through faults and fractures in the rocks. These thermal waters then rise to the surface through fractures in the crest of an anticline underneath the Midway area. The second model, based on the gravity survey, assumes an igneous intrusion directly beneath Midway as the heat source.

Kohler, J.F.

1979-06-01T23:59:59.000Z

93

Fish Passage Assessment: Big Canyon Creek Watershed, Technical Report 2004.  

DOE Green Energy (OSTI)

This report presents the results of the fish passage assessment as outlined as part of the Protect and Restore the Big Canyon Creek Watershed project as detailed in the CY2003 Statement of Work (SOW). As part of the Northwest Power Planning Council's Columbia Basin Fish and Wildlife Program (FWP), this project is one of Bonneville Power Administration's (BPA) many efforts at off-site mitigation for damage to salmon and steelhead runs, their migration, and wildlife habitat caused by the construction and operation of federal hydroelectric dams on the Columbia River and its tributaries. The proposed restoration activities within the Big Canyon Creek watershed follow the watershed restoration approach mandated by the Fisheries and Watershed Program. Nez Perce Tribal Fisheries/Watershed Program vision focuses on protecting, restoring, and enhancing watersheds and treaty resources within the ceded territory of the Nez Perce Tribe under the Treaty of 1855 with the United States Federal Government. The program uses a holistic approach, which encompasses entire watersheds, ridge top to ridge top, emphasizing all cultural aspects. We strive toward maximizing historic ecosystem productive health, for the restoration of anadromous and resident fish populations. The Nez Perce Tribal Fisheries/Watershed Program (NPTFWP) sponsors the Protect and Restore the Big Canyon Creek Watershed project. The NPTFWP has the authority to allocate funds under the provisions set forth in their contract with BPA. In the state of Idaho vast numbers of relatively small obstructions, such as road culverts, block thousands of miles of habitat suitable for a variety of fish species. To date, most agencies and land managers have not had sufficient, quantifiable data to adequately address these barrier sites. The ultimate objective of this comprehensive inventory and assessment was to identify all barrier crossings within the watershed. The barriers were then prioritized according to the amount of habitat blocked at each site and the fish life history stages impacted. This assessment protocol will hopefully prove useful to other agencies and become a model for use in other watersheds.

Christian, Richard

2004-02-01T23:59:59.000Z

94

Microsoft Word - canyon disposition rpt 2 01 05.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Department of Energy Efforts to Department of Energy Efforts to Dispose of Hanford's Chemical Separation Facilities DOE/IG-0672 February 2005 -2- benefits of using the facility as a disposal site. Instead, the study focused on characterizing and performing technical analysis on the structural integrity of the facility. In studying the merits of the Initiative, the Department did not ensure that the cost study was sufficient in scope, and once completed, never reviewed the study to determine whether it was accurate and complete or adequately supported the preferred alternative. As a result of not thoroughly evaluating the feasibility of using canyon facilities for waste disposal, the Department may not realize savings ranging up to $500 million. This report highlights the importance of the Department's oversight of its contractors' activities to

95

RECALIBRATION OF H CANYON ONLINE SPECTROPHOTOMETER AT EXTENDED URANIUM CONCENTRATION  

SciTech Connect

The H Canyon online spectrophotometers are calibrated for measurement of the uranium and nitric acid concentrations of several tanks in the 2nd Uranium Cycle.[1] The spectrometers, flow cells, and prediction models are currently optimized for a process in which uranium concentrations are expected to range from 0-15 g/L and nitric acid concentrations from 0.05-6 M. However, an upcoming processing campaign will involve 'Super Kukla' material, which has a lower than usual enrichment of fissionable uranium. Total uranium concentrations will be higher, spanning approximately 0-30 g/L U, with no change in the nitric acid concentrations. The new processing conditions require the installation of new flow cells with shorter path lengths. As the process solutions have a higher uranium concentration, the shorter path length is required to decrease the absorptivity to values closer to the optimal range for the instrument. Also, new uranium and nitric acid prediction models are required to span the extended uranium concentration range. The models will be developed for the 17.5 and 15.4 tanks, for which nitric acid concentrations will not exceed 1 M. The restricted acid range compared to the original models is anticipated to reduce the measurement uncertainty for both uranium and nitric acid. The online spectrophotometers in H Canyon Second Uranium Cycle were modified to allow measurement of uranium and nitric acid for the Super Kukla processing campaign. The expected uranium concentrations, which are higher than those that have been recently processed, required new flow cells with one-third the optical path length of the existing cells. Also, new uranium and nitric acid calibrations were made. The estimated reading uncertainties (2{sigma}) for Tanks 15.4 and 17.5 are {approx}5% for uranium and {approx}25% for nitric acid.

Lascola, R

2008-10-29T23:59:59.000Z

96

Record of Decision - Klondike III/ Biglow Canyon Wind Integration Project - 10-25-06  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Klondike III/Biglow Canyon Wind Integration Project Klondike III/Biglow Canyon Wind Integration Project DECISION The Bonneville Power Administration (BPA) has decided to implement the Proposed Action identified in the Klondike III/Biglow Canyon Wind Integration Project Final Environmental Impact Statement (FEIS) (DOE/EIS-0374, September 2006). Under the Proposed Action, BPA will offer PPM Energy, Inc. (PPM) contract terms for interconnection of the proposed Klondike III Wind Project, located in Sherman County, Oregon, with the Federal Columbia River Transmission System (FCRTS). BPA will also offer Portland General Electric (PGE) 1 contract terms for interconnection of its proposed Biglow Canyon Wind Farm, also located in Sherman County, Oregon, with the FCRTS, as proposed in the FEIS. To interconnect these wind projects,

97

Recovery Act Begins Box Remediation Operations at F Canyon | Department of  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Recovery Act Begins Box Remediation Operations at F Canyon Recovery Act Begins Box Remediation Operations at F Canyon Recovery Act Begins Box Remediation Operations at F Canyon May 17, 2011 - 12:00pm Addthis Media Contacts Jim Giusti, DOE (803) 952-7697 james-r.giusti@srs.gov Paivi Nettamo, SRNS (803) 646-6075 paivi.nettamo@srs.gov AIKEN, S.C. - The F Canyon box remediation program, an American Recovery and Reinvestment Act project at Savannah River Site (SRS), has come online to process legacy transuranic (TRU) waste for off-site shipment and permanent disposal at the Waste Isolation Pilot Plant (WIPP), a geological repository in New Mexico. The $40-million facility will process approximately 330 boxes containing TRU waste with a radiological risk higher than seen in the rest of the Site's original 5,000-cubic-meter

98

On Line Spectrophotometric Measurement of Uranium and Nitrate in H Canyon  

SciTech Connect

This report describes the on-line instrumentation developed by the Analytical Development Section of Savannah River Technology Center in support of Highly Enriched Uranium Blend Down processing in H Canyon.

Lascola, R.J.

2002-10-15T23:59:59.000Z

99

Impulsively Started Flow in a Submarine Canyon: Comparison of Results from Laboratory and Numerical Models  

Science Conference Proceedings (OSTI)

Intercomparisons have been made of results from laboratory experiments and a numerical model for the flow in the vicinity of an idealized submarine canyon located along an otherwise continuous shelf. Motion in the rotating and continuously ...

Nicolas Pérenne; J. William Lavelle; David C. Smith IV; Don L. Boyer

2001-10-01T23:59:59.000Z

100

Mercury Vapor At Olowalu-Ukumehame Canyon Area (Thomas, 1986) | Open Energy  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit History Facebook icon Twitter icon » Mercury Vapor At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Mercury Vapor At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Exploration Activity Details Location Olowalu-Ukumehame Canyon Area Exploration Technique Mercury Vapor Activity Date Usefulness could be useful with more improvements DOE-funding Unknown Notes Soil mercury concentration and radon emanometry surveys were conducted along the stream beds in both Olowalu and Ukumehame Canyons and on the coastal alluvial fans (Cox and Cuff, 1981a). The results of these surveys

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
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We encourage you to perform a real-time search of NLEBeta
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101

Field Mapping At Olowalu-Ukumehame Canyon Area (Thomas, 1986) | Open Energy  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit History Facebook icon Twitter icon » Field Mapping At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Field Mapping At Olowalu-Ukumehame Canyon Area (Thomas, 1986) Exploration Activity Details Location Olowalu-Ukumehame Canyon Area Exploration Technique Field Mapping Activity Date Usefulness not useful DOE-funding Unknown Notes Geologic mapping (Diller, 1982) in this area has identified several trachitic and alkalic dikes, plugs, and vents within the area bounded by the canyons (Fig. 21). The frequency distribution of those dikes in the two

102

EA-1863: Vegetation Management on the Glen Canyon-Pinnacle Peak  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

63: Vegetation Management on the Glen Canyon-Pinnacle Peak 63: Vegetation Management on the Glen Canyon-Pinnacle Peak Transmission Lines Spanning the Coconino National Forest, Coconino County, Arizona EA-1863: Vegetation Management on the Glen Canyon-Pinnacle Peak Transmission Lines Spanning the Coconino National Forest, Coconino County, Arizona Summary DOE's Western Area Power Administration is preparing this EA to evaluate the environmental impacts of updating the vegetation management and right-of-way maintenance program for Western's Glen Canyon to Pinnacle Peak 345-kV transmission lines, which cross the Coconino National Forest, Coconino County, Arizona. For more information on this EA, contact: Ms. Linette King at: lking@wapa.gov. Public Comment Opportunities No public comment opportunities available at this time.

103

Savannah River Site's H Canyon Begins 2012 with New and Continuing  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Site's H Canyon Begins 2012 with New and Site's H Canyon Begins 2012 with New and Continuing Missions - Transuranic waste remediation, new mission work are the focus of the nation's only active nuclear chemical separations facility in 2012 Savannah River Site's H Canyon Begins 2012 with New and Continuing Missions - Transuranic waste remediation, new mission work are the focus of the nation's only active nuclear chemical separations facility in 2012 January 1, 2012 - 12:00pm Addthis H Canyon, above, and HB-Line are scheduled to soon begin dissolving and purifying plutonium currently stored at the Savannah River Site to demonstrate the capability to produce oxide material that meets the Mixed Oxide Facility (MOX) feedstock specifications. The production process at MOX, which is now under construction, will eventually create fuel pellets for U.S. commercial reactor fuel assemblies.

104

EA-1863: Vegetation Management on the Glen Canyon-Pinnacle Peak  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

3: Vegetation Management on the Glen Canyon-Pinnacle Peak 3: Vegetation Management on the Glen Canyon-Pinnacle Peak Transmission Lines Spanning the Coconino National Forest, Coconino County, Arizona EA-1863: Vegetation Management on the Glen Canyon-Pinnacle Peak Transmission Lines Spanning the Coconino National Forest, Coconino County, Arizona Summary DOE's Western Area Power Administration is preparing this EA to evaluate the environmental impacts of updating the vegetation management and right-of-way maintenance program for Western's Glen Canyon to Pinnacle Peak 345-kV transmission lines, which cross the Coconino National Forest, Coconino County, Arizona. For more information on this EA, contact: Ms. Linette King at: lking@wapa.gov. Public Comment Opportunities No public comment opportunities available at this time.

105

Micro-Earthquake At New York Canyon Geothermal Area (2011) | Open Energy  

Open Energy Info (EERE)

York Canyon Geothermal Area (2011) York Canyon Geothermal Area (2011) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Micro-Earthquake At New York Canyon Geothermal Area (2011) Exploration Activity Details Location New York Canyon Geothermal Area Exploration Technique Micro-Earthquake Activity Date 2011 Usefulness not indicated DOE-funding Unknown Exploration Basis Determine seismicity before and after reservoir stimulation for EGS Notes The overall goal is to gather high resolution seismicity data before, during and after stimulation activities at the EGS projects. This will include both surface and borehole deployments (as necessary in available boreholes) to provide high quality seismic data for improved processing and interpretation methodologies. This will allow the development and testing

106

Internal Tides and Mixing in a Submarine Canyon with Time-Varying Stratification  

Science Conference Proceedings (OSTI)

The time variability of the energetics and turbulent dissipation of internal tides in the upper Monterey Submarine Canyon (MSC) is examined with three moored profilers and five ADCP moorings spanning February–April 2009. Highly resolved time ...

Zhongxiang Zhao; Matthew H. Alford; Ren-Chieh Lien; Michael C. Gregg; Glenn S. Carter

2012-12-01T23:59:59.000Z

107

Fire modeling for Building 221-T - T Plant Canyon Deck and Railroad Tunnel  

Science Conference Proceedings (OSTI)

This report was prepared by Hughes Associates, Inc. to document the results of fire models for building 221-T Canyon Deck and Railroad Tunnel. Backup data is contained in document No. WHC-SD-CP-ANAL-010, Rev. 0.

Oar, D.L.

1994-09-29T23:59:59.000Z

108

Transport of a Power Plant Tracer Plume over Grand Canyon National Park  

Science Conference Proceedings (OSTI)

Meteorological and air-quality data, as well as surface tracer concentration values, were collected during 1990 to assess the impacts of Navajo Generating Station (NGS) emissions on Grand Canyon National Park (GCNP) air quality. These data have ...

Jun Chen; Robert Bornstein; Charles G. Lindsey

1999-08-01T23:59:59.000Z

109

MSHA issues Crandall Canyon investigation report, fines owners $1.6 million  

Science Conference Proceedings (OSTI)

The paper summarises the findings of the Mine Safety and Health Administration report (available at www.msha.gov) into the death of six people at the Crandall Canyon Mine on 6 August 2007.

NONE

2008-08-15T23:59:59.000Z

110

A Numerical Study of Flow and Pollutant Dispersion Characteristics in Urban Street Canyons  

Science Conference Proceedings (OSTI)

The flow and pollutant dispersion in urban street canyons are investigated using a two-dimensional numerical model with the k–? turbulent closure scheme. It is shown that the flow field is characterized mainly by the number and intensity of ...

Jong-Jin Baik; Jae-Jin Kim

1999-11-01T23:59:59.000Z

111

Aspects of the Load Circulation at the Grand Canyon during the Fall Season  

Science Conference Proceedings (OSTI)

The atmosphere and circulation of air within, above, and around the Grand Canyon of the Colorado River was studied from an instrumented aircraft and from ground-based instruments in September and October 1984. Several patterns were identified. ...

L. P. Stearns

1987-10-01T23:59:59.000Z

112

A Numerical Study of Thermal Effects on Flow and Pollutant Dispersion in Urban Street Canyons  

Science Conference Proceedings (OSTI)

This study investigates thermal effects on the flow and pollutant dispersion in urban street canyons. A two-dimensional numerical model with a k–? turbulent closure scheme is developed, and the heat transfer between the air and the building wall ...

Jae-Jin Kim; Jong-Jin Baik

1999-09-01T23:59:59.000Z

113

Sediment-Driven Downslope Flow in Submarine Canyons and Channels: Three-Dimensional Numerical Experiments  

Science Conference Proceedings (OSTI)

The role of submarine canyons and channels in sediment-driven downslope flow (sediment plumes) is examined, using a three-dimensional, rotational numerical model that couples the hydrodynamics and sediment transport. The model domain consists of ...

Jochen Kämpf; Hermann Fohrmann

2000-09-01T23:59:59.000Z

114

Cross-Shelf Exchange Driven by Oscillatory Barotropic Currents at an Idealized Coastal Canyon  

Science Conference Proceedings (OSTI)

Numerical simulations are used to study on-shelf transport of dense water by oscillatory barotropic currents incident upon an isolated coastal canyon. The physical system is a laboratory-scale annulus in which forcing is provided by an ...

D. B. Haidvogel

2005-06-01T23:59:59.000Z

115

Laboratory–Numerical Model Comparisons of Canyon Flows: A Parameter Study  

Science Conference Proceedings (OSTI)

An integrated set of laboratory and numerical-model experiments has been conducted to understand the development of residual circulation surrounding a coastal canyon and to explore further the degree to which laboratory experiments can provide ...

Don L. Boyer; Dale B. Haidvogel; Nicolas Pérenne

2004-07-01T23:59:59.000Z

116

EIS-0480: Long-Term Experimental and Management Plan for the Operation of Glen Canyon Dam  

Energy.gov (U.S. Department of Energy (DOE))

Two agencies of the Department of the Interior, Bureau of Reclamation and National Park Service, are jointly preparing a Long-Term Experimental and Management Plan for the Glen Canyon Dam and an EIS for adoption of the Plan. The Glen Canyon Dam, on the Colorado River in northern, Arizona, generates hydroelectric power that is marketed by DOE's Western Area Power Administration, a cooperating agency.

117

Tertiary oxidation in Westwater Canyon member of Morrison formation  

SciTech Connect

Hematitic oxidation in the Westwater Canyon Sandstone Member of the Morrison Formation extends along the outcrop from the Pipeline fault northeast of Gallup, New Mexico, to the San Mateo fault north of Grants, New Mexico. The hematitic sandstone forms a broad lobe in the subsurface to a depth of 2,400 ft (730 m). The downdip edge of this sandstone arcs eastward from northeast Church Rock through Crownpoint, and southeastward to the west edge of the Ambrosia Lake district. The red sandstone is bordered on the downdip side by a band of limonitic oxidation, which interfingers with reduced sandstones basinward. The limonitic oxidation forms a relatively narrow band along the north and west sides of the hematitic lobe but expands progressively in an east and southeast direction. Weak limonitic oxidation, as indicated by the absence of pyrite and by a bleached to faint yellowish-gray color, appears to extend from the San Mateo fault eastward under Mount Taylor to the Rio Puerco of the east. The hematitic oxidation is epigenetic and is believed to be of early Miocene to late Pliocene age. The limonitic oxidation follows the present ground-water flow pattern and probably dates from late Pliocene to the Holocene. The oxidation patterns are important in uranium exploration because the hematitic area is essentially barren, whereas the limonitic areas contain ore deposits that are in the process of being destroyed by oxidation.

Saucier, A.E.

1980-01-01T23:59:59.000Z

118

Explaining the relationship between prehistoric agriculture and environment at Chaco Canyon, New Mexico  

E-Print Network (OSTI)

Chaco Canyon, the Pueblo settlement of New Mexico, represents one of the major cultural developments in the prehistoric Southwest. Between A.D. 900 and A.D. 1100 Chaco reached its peak of cultural florescence. This period was characterized by considerable building activities, appearance of Chaco outliers, and the construction of an extensive road system. After this period a dramatic decline in population and a cessation of building activity took place. Archaeologists call this phenomenon abandonment. In general, development and abandonment of Chaco Canyon coincided with changes in climatic conditions. Between A.D. 900 and A.D. 1100 there was a gradual increase in effective moisture and warmer temperature which proved favorable for agriculture there. With these optimal climatic conditions,development of Chaco Canyon witnessed a great increase in population. However, the Chaco Canyon region could not support a large population indefinitely because of its agricultural marginality. To solve this population-resource imbalance, Chacoan farmers of this period intensified their agricultural activities by constructing water control systems such as check dams, contour terraces, canals, and ditches. These measures worked for a while and the influence of Chaco Canyon was felt in the political, economic, and religious life of a broad geographic region. However, summer moisture began to decrease in the years between A.D. 1130 and A.D. 1180. This decrease became a full scale drought from A.D. 1157 to A.D. 1179 that seems to have severely affected agriculture and wild food resources available for the Chacoans. In addition, the Chacoan water control system designed to capture runoff probably proved to be inadequate as a buffering mechanism. Consequently, population at Chaco Canyon began to decrease and the region was abandoned after A.D. 1140. In an attempt at explaining the specific abandonment of Chaco Canyon, this thesis focuses on relationship between prehistoric agriculture and environment.

Gang, G-Young

1993-01-01T23:59:59.000Z

119

Flow Patterns at the Ends of a Street Canyon: Measurements from the Joint Urban 2003 Field Experiment  

Science Conference Proceedings (OSTI)

During the Joint Urban 2003 experiment held in Oklahoma City, Oklahoma, an east–west-running street canyon was heavily instrumented with wind sensors. In this paper, the flow patterns at the street canyon ends are investigated by looking at sonic ...

Suhas U. Pol; Michael J. Brown

2008-05-01T23:59:59.000Z

120

Green Canyon Hot Springs Pool & Spa Low Temperature Geothermal Facility |  

Open Energy Info (EERE)

Green Canyon Hot Springs Pool & Spa Low Temperature Geothermal Facility Green Canyon Hot Springs Pool & Spa Low Temperature Geothermal Facility Facility Green Canyon Hot Springs Sector Geothermal energy Type Pool and Spa Location Newdale, Idaho Coordinates 43.8832463°, -111.6063483° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


121

DOE - Office of Legacy Management -- White Canyon AEC Ore Buying Station -  

NLE Websites -- All DOE Office Websites (Extended Search)

White Canyon AEC Ore Buying Station White Canyon AEC Ore Buying Station - UT 04 FUSRAP Considered Sites Site: White Canyon AEC Ore Buying Station (UT.04) Designated Name: Alternate Name: Location: Evaluation Year: Site Operations: Site Disposition: Radioactive Materials Handled: Primary Radioactive Materials Handled: Radiological Survey(s): Site Status: The history of domestic uranium procurement under U.S. Atomic Energy Commission (AEC) contracts identifies a number of ore buying stations (sampling and storage sites) that were operated during the period late-1949 through the mid-1960s. During this period the AEC established ore-buying stations in new uranium producing areas where it appeared that ore production would be sufficient to support a uranium milling operation. The

122

Microsoft Word - CX-BadgerCanyon-RichlandNo1_WoodPoles_FY13.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

7, 2013 7, 2013 REPLY TO ATTN OF: KEPR/Pasco SUBJECT: Environmental Clearance Memorandum Walker Miller Electrical Engineer - TPCF-W RICHLAND Proposed Action: Wood pole replacements on the Badger Canyon-Richland #1 transmission line PP&A Project No.: 2670 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine maintenance activities. Location: City of Richland, Benton County, WA Transmission Line/ROW Structure # Township Range Section County, State Badger Canyon-Richland #1 4/9 and 4/10 9N 28E 26 Benton, WA Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA, at the expense of the City of Richland, proposes to raise structures 4/9 and 4/10 of the Badger Canyon-Richland #1 115-kilovolt transmission line to

123

Attachments for fire modeling for Building 221-T, T Plant canyon deck and railroad tunnel  

SciTech Connect

The purpose of this attachment is to provide historical information and documentation for Document No. WHC-SD-CP-ANAL-008 Rev 0, ``Fire Modeling for Building 221-T--T Plant Canyon Deck and Railroad Tunnel``, dated September 29, 1994. This data compilation contains the following: Resumes of the Technical Director, Senior Engineer and Junior Engineer; Review and Comment Record; Software Files; CFAST Input and Output Files; Calculation Control Sheets; and Estimating Sprinkler Actuation Time in the Canyon and Railroad Tunnel. The T Plant was originally a fuel reprocessing facility. It was modified later to decontaminate and repair PuRex process equipment.

Oar, D.L. [Westinghouse Hanford Co., Richland, WA (United States)

1995-01-23T23:59:59.000Z

124

Canyon dissolution of sand, slag, and crucible residues  

Science Conference Proceedings (OSTI)

An alternative to the FB-Line scrap recovery dissolver was desired for the dissolution of sand, slag, and crucible (SS{ampersand}C) residues from the plutonium reduction process due to the potential generation of hydrogen gas concentrations above the lower flammability limit. To address this concern, a flowsheet was developed for the F-Canyon dissolvers. The dissolvers are continually purged with nominally 33 SCFM of air; therefore the generation of flammable gas concentrations should not be a concern. Following removal of crucible fragments, small batches of the remaining sand fines or slag chunks containing less than approximately 350 grams of plutonium can be dissolved using the center insert in each of the four annular dissolver ports to address nuclear criticality safety concerns. Complete dissolution of the sand fines and slag chunks was achieved in laboratory experiments by heating between 75 and 85 degrees Celsius in a 9.3M nitric acid/0.013M (hydrogen) fluoride solution. Under these conditions, the sand and slag samples dissolved between 1 and 3 hours. Complete dissolution of plutonium and calcium fluorides in the slag required adjusting the dissolver solution to 7.5 wt% aluminum nitrate nonahydrate (ANN). Once ANN was added to a dissolver solution, further dissolution of any plutonium oxide (PuO2) in successive charges was not practical due to complexation of the fluoride by aluminum. During the laboratory experiments, well mixed solutions were necessary to achieve rapid dissolution rates. When agitation was not provided, sand fines dissolved very slowly. Measurement of the hydrogen gas generation rate during dissolution of slag samples was used to estimate the amount of metal in the chunks. Depending upon the yield of the reduction, the values ranged between approximately 1 (good yield) and 20% (poor yield). Aging of the slag will reduce the potential for hydrogen generation as calcium metal oxidizes over time. The potential for excessive corrosion in the dissolvers was evaluated using experimental data reported in the literature. Corrosion data at the exact flowsheet conditions were not available; however, the corrosion rate for 304L stainless steel (wrought material) corrosion coupons in 10M nitric acid/0.01M hydrofluoric acid at 95 degrees Celsius was reported as 21 mils per year. If the fluoride in the dissolver is complexed with aluminum, the corrosion rate will decrease to approximately 5 mils per year.

Rudisill, T.S.; Gray, J.H.; Karraker, D.G.; Chandler, G.T.

1997-12-01T23:59:59.000Z

125

The Influence of Canyon Winds on Flow Fields near Colorado's Front Range  

Science Conference Proceedings (OSTI)

A network of sodars was operated in the late summer and fall of 1993 to monitor the occurrence of nocturnal winds from a canyon in Colorado's Front Range near the Rocky Flats Plant and to determine the influence of those winds on the flow fields ...

J. C. Doran

1996-04-01T23:59:59.000Z

126

Functional design criteria, Project W-059, B Plant Canyon ventilation upgrade  

SciTech Connect

This document outlines the essential functions and requirements to be included in the design of the proposed B Plant canyon exhaust system upgrade. The project will provide a new exhaust air filter system and isolate the old filters from the airstream.

Roege, P.E.

1995-03-02T23:59:59.000Z

127

Observations of Thermally Driven Wind Jets at the Exit of Weber Canyon, Utah  

Science Conference Proceedings (OSTI)

Thermally driven valley-exit jets were investigated at Utah’s Weber Canyon, a main tributary of the Great Salt Lake basin. An intensive measurement campaign during July–September 2010 supplemented longer-term measurements to characterize the wind ...

Morgan F. Chrust; C. David Whiteman; Sebastian W. Hoch

2013-05-01T23:59:59.000Z

128

The Dependence of Canyon Winds on Surface Cooling and External Forcing in Colorado's Front Range  

Science Conference Proceedings (OSTI)

The atmospheric katabatic flow in the foothills of the Front Range of the Rocky Mountains has been monitored by a network of towers and sodars for several years as part of the ASCOT program. The dependence of the outflow from Coal Creek Canyon on ...

Richard L. Coulter; Paul Gudiksen

1995-06-01T23:59:59.000Z

129

Amphipods of the deep Mississippi Canyon, northern Gulf of Mexico: ecology and bioaccumulation of organic contaminants  

E-Print Network (OSTI)

In five summer cruises during the period 2000-2004, seventy-four box cores were collected from eleven locations from the Mississippi Canyon (480- 2750m, northern Gulf of Mexico), and an adjacent transect (336-2920) to understand the community structure and trophic function of amphipods and for measuring the bioaccumulation of polycyclic aromatic hydrocarbons, (PAHs). Amphipods were discovered to be an important component of the macrofauna of the Mississippi Canyon (40 % of the total faunal abundance). Seventy two species, belonging to nineteen families, were collected from the study area with 61 species from the canyon and only 38 species from the non-Canyon transect. The head of the canyon (480m) was dominated by dense mats (15,880 ind/m2) of a new amphipod (Ampelisca mississippiana). The logarithm of the amphipod abundance decreased linearly with depth. The species diversity (H`) exhibited a parabolic pattern with a maximum at 1100m. The differences in amphipod abundances and biodiversities were correlated with the variation in the amount of available organic matter. The depression in diversity in the canyon head is thought to be competitive exclusion resulting from the dominance by A.mississippiana, but the high species richness is presumed to be a function of the structural complexity of the canyon. Annual secondary production of A. mississippiana was 6.93 g dry wt m-2, based on size-frequency method and corresponding to an estimated univoltine generation from a regression model. The production/biomass ratio (P/B) was 3.11. Production of this magnitude is comparable to shallow marine ampeliscids but are high for the depauperate northern Gulf of Mexico. The effect of the organic contaminants and the bioavailability to the amphipods was determined through measuring the bioaccumulation of the PAHs. The distribution of PAHs in sediments was different from the distribution in the organisms suggesting preferential uptake/depuration or uptake from pore or bottom waters. The average bioaccumulation factor (4.36 ± 2.55) and the biota sediment accumulation factor (0.24±0.13) for the total PAHs by the ampeliscids were within the range reported for other benthic invertebrates. The average bioaccumulation factors were highest for dibenzothiophenes (up to 132) and alkylated PAHs and lowest for parent high molecular weight PAHs.

Soliman, Yousria Soliman

2007-05-01T23:59:59.000Z

130

Aquatic macroinvertebrates and water quality of Sandia Canyon, Los Alamos National Laboratory, 1995  

Science Conference Proceedings (OSTI)

The Biology Team of ESH-20 (the Ecology Group) at Los Alamos National Laboratory (LANL) has collected samples from the stream within Sandia Canyon since the summer of 1990. These field studies measure water quality parameters and collect aquatic macroinvertebrates from sampling sites within the upper canyon stream. Reports by Bennett and Cross discuss previous aquatic studies in Sandia Canyon. This report updates and expands the previous findings. The Biology Team collected water quality data and aquatic macroinvertebrates monthly at three sampling stations within Sandia Canyon in 1995. The two upstream stations occur near a cattail (Typha latifolia) dominated marsh downstream from outfalls that discharge industrial and sanitary waste effluent into the stream, thereby maintaining year-round flow. The third station is approximately 1.5 miles downstream from the outfalls within a mixed conifer forest. All water chemistry parameters measured in Sandia Canyon during 1995 fell within acceptable State limits and scored in the {open_quotes}good{close_quotes} or {open_quotes}excellent{close_quotes} ranges when compared to an Environmental Quality Index. However, aquatic macroinvertebrates habitats have been degraded by widespread erosion, channelization, loss of wetlands due to deposition and stream lowering, scour, limited acceptable substrates, LANL releases and spills, and other stressors. Macroinvertebrate communities at all the stations had low diversities, low densities, and erratic numbers of individuals. These results indicate that although the stream possesses acceptable water chemistry, it has reduced biotic potential. The best developed aquatic community occurs at the sampling station with the best habitat and whose downstream location partially mitigates the effects of upstream impairments.

Cross, S.; Nottelman, H.

1997-01-01T23:59:59.000Z

131

Properties of the Wind Field within the Oklahoma City Park Avenue Street Canyon. Part I: Mean Flow and Turbulence Statistics  

Science Conference Proceedings (OSTI)

Velocity data were obtained from sonic anemometer measurements within an east–west-running street canyon located in the urban core of Oklahoma City, Oklahoma, during the Joint Urban 2003 field campaign. These data were used to explore the ...

M. A. Nelson; E. R. Pardyjak; J. C. Klewicki; S. U. Pol; M. J. Brown

2007-12-01T23:59:59.000Z

132

Characterization of the Thermal Structure inside an Urban Canyon: Field Measurements and Validation of a Simple Model  

Science Conference Proceedings (OSTI)

The results of measurement campaigns are analyzed to investigate the thermal structure in an urban canyon and to validate a simplified model simulating the air and surface temperatures from surface energy budgets. Starting from measurements at ...

Lorenzo Giovannini; Dino Zardi; Massimiliano de Franceschi

2013-01-01T23:59:59.000Z

133

Observations of a Terrain-Forced Mesoscale Vortex and Canyon Drainage Flows along the Front Range of Colorado  

Science Conference Proceedings (OSTI)

Observations taken during the February 1991 Atmospheric Studies in Complex Terrain (ASCOT) Winter Validation Study are used to describe the wind field associated with a terrain-forced mesoscale vortex and thermally forced canyon drainage flows ...

David H. Levinson; Robert M. Banta

1995-07-01T23:59:59.000Z

134

Meteorological Processes Affecting the Transport of Emissions from the Navajo Generating Station to Grand Canyon National Park  

Science Conference Proceedings (OSTI)

During the 1990 Navajo Generating Station (NGS) Winter Visibility Study, a network of surface and upper-air meteorological measurement systems was operated in and around Grand Canyon National Park to investigate atmospheric processes in complex ...

Charles G. Lindsey; Jun Chen; Timothy S. Dye; L. Willard Richards; Donald L. Blumenthal

1999-08-01T23:59:59.000Z

135

A Large-Eddy Simulation Study of Thermal Effects on Turbulent Flow and Dispersion in and above a Street Canyon  

Science Conference Proceedings (OSTI)

Thermal effects on turbulent flow and dispersion in and above an idealized street canyon with a street aspect ratio of 1 are numerically investigated using the parallelized large-eddy simulation model (“PALM”). Each of upwind building wall, street ...

Seung-Bu Park; Jong-Jin Baik; Siegfried Raasch; Marcus Oliver Letzel

2012-05-01T23:59:59.000Z

136

Microsoft Word - CX-Franklin-BadgerCanyonGrandview-RedMtnsDisconnectSwitch_WEB.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

8, 2012 8, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Franklin-Badger Canyon and Grandview-Red Mountain switch replacements PP&A Project No.: 2,349 / 2,350 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine maintenance Location: Benton County, Washington Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to replace disconnect switches and related equipment on the Franklin-Badger Canyon No.2 and Grandview-Red Mountain No.1 115- kilovolt transmission lines. The switch stands will be replaced in the same locations as the existing structures, and related load break equipment will be upgraded in-kind to existing. Both

137

Klondike III/Biglow Canyon Wind Integration Project; Record of Decision, October 25, 2006.  

DOE Green Energy (OSTI)

The Bonneville Power Administration (BPA) has decided to implement the Proposed Action identified in the Klondike III/Biglow Canyon Wind Integration Project Final Environmental Impact Statement (FEIS) (DOE/EIS-0374, September 2006). Under the Proposed Action, BPA will offer PPM Energy, Inc. (PPM) contract terms for interconnection of the proposed Klondike III Wind Project, located in Sherman County, Oregon, with the Federal Columbia River Transmission System (FCRTS). BPA will also offer Portland General Electric (PGE)1 contract terms for interconnection of its proposed Biglow Canyon Wind Farm, also located in Sherman County, Oregon, with the FCRTS, as proposed in the FEIS. To interconnect these wind projects, BPA will build and operate a 12-mile long, 230-kilovolt (kV) double-circuit transmission line between the wind projects and BPA's new 230-kV John Day Substation in Sherman County, Oregon. BPA will also expand its existing 500-kV John Day Substation.

United States. Bonneville Power Administration

2006-10-25T23:59:59.000Z

138

Potential of breccia pipes in the Mohawk Canyon Area, Hualapai Indian Reservation, Arizona  

Science Conference Proceedings (OSTI)

The Hualapai Indian Reservation is on the southwestern corner of the Colorado Plateau in northern Arizona. Hundreds of solution-collapse breccia pipes crop out in the canyons and on the plateaus of northern Arizona. The pipes originated in the Mississippian Redwall Limestone and stoped their way upward through the upper Paleozoic strata, locally extending into the Triassic Moenkopi and Chinle Formations. The occurrence of high-grade U ore, associated with potentially economic concentrations of Cu, Ag, Pb, Zn, V, Co, and Ni in some of these pipes, has stimulated mining activity in northern Arizona despite the depressed market for most of these metals. Two breccia pipes, 241, and 242, have significant mineralized rock exposed on the Esplanade erosion surface; unfortunately, their economic potential is questionable because of their inaccessibility at the bottom of Mohawk Canyon. All warrant further exploration.

Wenrich, K.J.; Billingsley, G.H.; Van Gosen, B.S.

1990-09-21T23:59:59.000Z

139

Draft Environmental Impact Statement Klondike III/Biglow Canyon Wind Integration Project  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Summary S-1 Summary S-1 Summary In this Summary: * Purpose and Need for Action * Alternatives * Affected Environment * Impacts This summary covers the major points of the draft Environmental Impact Statement (EIS) prepared for the Klondike III/Biglow Canyon Wind Integration Project proposed by the Bonneville Power Administration (BPA). The project includes constructing a new double-circuit 230-kilovolt (kV) transmission line in northern Sherman County, Oregon. The new line would connect the Klondike III Wind Project and the Biglow Canyon Wind Farm to BPA's existing John Day 500-kV Substation. The project would also require expansion of BPA's existing John Day 500-kV Substation and a new 230-kV substation to integrate the two wind projects. As a federal agency, BPA is required by the National Environmental Policy Act

140

Annotated bibliography for the humpback chub (Gila cypha) with emphasis on the Grand Canyon population.  

DOE Green Energy (OSTI)

Glen Canyon Dam is a hydroelectric facility located on the Colorado River in Arizona that is operated by the U.S. Bureau of Reclamation (Reclamation) for multiple purposes including water storage, flood control, power generation, recreation, and enhancement of fish and wildlife. Glen Canyon Dam operations have been managed for the last several years to improve conditions for the humpback chub (Gila cypha) and other ecosystem components. An extensive amount of literature has been produced on the humpback chub. We developed this annotated bibliography to assist managers and researchers in the Grand Canyon as they perform assessments, refine management strategies, and develop new studies to examine the factors affecting humpback chub. The U.S. Geological Survey recently created a multispecies bibliography (including references on the humpback chub) entitled Bibliography of Native Colorado River Big Fishes (available at www.fort.usgs.gov/Products/data/COFishBib). That bibliography, while quite extensive and broader in scope than ours, is not annotated, and, therefore, does not provide any of the information in the original literature. In developing this annotated bibliography, we have attempted to assemble abstracts from relevant published literature. We present here abstracts taken unmodified from individual reports and articles except where noted. The bibliography spans references from 1976 to 2009 and is organized in five broad topical areas, including: (1) biology, (2) ecology, (3) impacts of dam operations, (4) other impacts, and (5) conservation and management, and includes twenty subcategories. Within each subcategory, we present abstracts alphabetically by author and chronologically by year. We present relevant articles not specific to either the humpback chub or Glen Canyon Dam, but cited in other included reports, under the Supporting Articles subcategory. We provide all citations in alphabetical order in Section 7.

Goulet, C. T.; LaGory, K. E.; Environmental Science Division

2009-10-05T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


141

DISSOLUTION OF FB-LINE METAL RESIDUES CONTAINING BERYLLIUM IN H-CANYON  

DOE Green Energy (OSTI)

Scrap materials containing plutonium (Pu) metal from FB-Line vaults are currently being dissolved in HB-Line for subsequent disposition through the H-Canyon facility. However, milestone and schedule commitments may require the dissolution of material containing Pu and beryllium (Be) metals in H-Canyon. To support this option, a flowsheet for dissolving Pu and Be metals in H-Canyon was demonstrated using a 4 M nitric acid (HNO{sub 3}) solution containing 0.3 M fluoride (F{sup -}). The F{sup -} was added as calcium fluoride (CaF{sub 2}). The dissolving solution also contained 2.5 g/L boron (B), a nuclear safety contingency for the H-Canyon dissolver, and 3.9 g/L iron (Fe) to represent the dissolution of carbon steel cans. The solution was heated to 90-95 C during the 8 h dissolution cycle. Dissolution of the Be metal appeared to begin as soon as the samples were added to the dissolver. Clear, colorless bubbles generated on the surface were observed and were attributed primarily to the generation of hydrogen (H{sub 2}) gas. The generation of nitrogen dioxide (NO{sub 2}) gas was also evident from the color of the solution. Essentially all of the Pu and Be dissolved during the first hour of the dissolution as the solution was heated to 90-95 C. The amount of residual solids collected following the dissolution was < 2% of the total metal charged to the dissolver. Examination of residual solids by scanning electron microscopy (SEM) showed that the largest dimension of the particles was less than 50 {micro}m with particles of smaller dimensions being more abundant. Energy dispersive spectra from spots on some of the particles showed the solids consisted of a small amount of undissolved material, corrosion products from the glassware, and dried salts from the dissolving solution.

Rudisill, T; Mark Crowder, M; Michael Bronikowski, M

2005-07-15T23:59:59.000Z

142

Steam Generator Tube Integrity Risk Assessment: Volume 2: Application to Diablo Canyon Power Plant  

Science Conference Proceedings (OSTI)

Damage to steam generator tubing can impair its ability to adequately perform the required safety functions in terms of structural stability and leakage. This report describes the Diablo Canyon Power Plant application of a method for calculating risk for severe accidents involving steam generator tube failure. The method helps utilities determine risks associated with application of alternate repair criteria and/or operation with degraded tubing.

2000-08-08T23:59:59.000Z

143

Dissolution of Plutonium Scrub Alloy and Anode Heel Materials in H-Canyon  

SciTech Connect

H-Canyon has a ''gap'' in dissolver operations during the last three months of FY03. One group of material to be processed during the gap is pre-existing scrub alloy material. There are 14 cans of material containing approximately 3.8 kilograms of plutonium. Of the 14 cans, it was anticipated that four cans contain salts, two cans contain anode heel materials, and eight cans contain scrub alloy buttons. H-Canyon desires to process the materials using a flowsheet similar to the SS and C (sand, slag and crucible) dissolution flowsheet used in F-Canyon. The materials will be loaded into carbon steel cans and then placed into aluminum metal charging bundles. Samples were sent to Savannah River Technology Center (SRTC) for characterization and flowsheet testing -- four MSE salts, two anode heels, and seven scrub alloy buttons. SRTC dissolved and characterized each of the samples. Two of them, originally thought to be MSE salts, were found to be graphite mold materials and were unsuitable for processing in H-Canyon. Characterization studies confirmed that the identification of the remaining items as MSE salts, scrub alloy buttons, and anode heel materials was correct. The MSE salts and anode heels solids are comprised primarily of plutonium, potassium, sodium and chloride. Both the MSE salts and anode heels left behind small amounts of residual solids. The scrub alloy buttons are comprised primarily of plutonium and aluminum. The solids dissolve readily with light, effervescent gas generation at the material surface and only trace amounts of NOx generation. Of the seven button samples, four dissolved completely. Two button samples contained small amounts of tantalum that did not dissolve. The last of the seven scrub alloy samples left a trace amount of residual plutonium solids. It is anticipated that the presence of undissolved fissile material is a function of where the sample was located relative to the button surface.

PIERCE, RA

2004-04-12T23:59:59.000Z

144

Evaluation of Zinc Addition During Cycle 9 at Diablo Canyon Unit 1  

Science Conference Proceedings (OSTI)

Laboratory studies have shown that zinc addition to primary coolant can mitigate primary water stress corrosion cracking (PWSCC) of Alloy 600 and reduce radiation fields in PWRs. This report documents experience with zinc addition during Cycle 9 at Diablo Canyon Power Plant Unit 1 (DCPP-1), operated by Pacific Gas & Electric. This project evaluated the effect of zinc addition on PWSCC initiation and propagation. It also examined the impact of zinc addition on radiation fields and fuel cladding deposition...

1999-10-27T23:59:59.000Z

145

Aquatic macroinvertebrates and water quality of Sandia Canyon, Los Alamos National Laboratory, November 1993--October 1994  

SciTech Connect

The Ecological Studies Team (EST) of ESH-20 at Los Alamos National Laboratory (LANL) has collected samples from the stream within Sandia Canyon since the summer of 1990. These field studies gather water quality measurements and collect aquatic macroinvertebrates from permanent sampling sites. Reports by Bennett (1994) and Cross (1994) discuss previous EST aquatic studies in Sandia Canyon. This report updates and expands those findings. EST collected water quality data and aquatic macroinvertebrates at five permanent stations within the canyon from November 1993 through October 1994. The two upstream stations are located below outfalls that discharge industrial and sanitary waste effluent into the stream, thereby maintaining year-round flow. Some water quality parameters are different at the first three stations from those expected of natural streams in the area, indicating degraded water quality due to effluent discharges. The aquatic habitat at the upper stations has also been degraded by sedimentation and channelization. The macroinvertebrate communities at these stations are characterized by low diversities and unstable communities. In contrast, the two downstream stations appear to be in a zone of recovery, where water quality parameters more closely resemble those found in natural streams of the area. The two lower stations have increased macroinvertebrate diversity and stable communities, further indications of downstream water quality improvement.

Cross, S.

1995-08-01T23:59:59.000Z

146

Operational Readiness Review Final Report For F-Canyon Restart. Phase 1  

SciTech Connect

An independent WSRC Operational Readiness Review was performed for the restart of Phase 1 processing in F-Canyon, Building 221-F. Readiness to restart the Second Plutonium Cycle process and solvent recovery was assessed. The ORR was conducted by an ORR board of ten members with the support of a subject matter expert. The chairman and four members were drawn from the Operational Safety Evaluation Department, ESH& QA Division; additional members were drawn from other WSRC divisions, independent of the F-Canyon operating division (NMPD). Based on the results of the readiness verification assessments performed according to the ORR plan and the validation of pre-restart corrective actions, the WSRC independent ORR Board has concluded that the facility has achieved the state of readiness committed to in the Restart Plan. Also, based on the scope of the ORR, it is the opinion of the board that F-Canyon Phase 1 processes can be restarted without undue risk to the safety of the public and onsite workers and without undue risk to the environment.

McFarlane, A.F.; Spangler, J.B.

1995-04-05T23:59:59.000Z

147

Environmenal analysis of the Bayo Canyon (TA-10) Site, Los Alamos, New Mexico  

SciTech Connect

The radiological survey of the old TA-10 site in Bayo Canyon found low levels of surface contamination in the vicinity of the firing sites and subsurface contamination in the old waste disposal area. The three alternatives proposed for the site are: (1) to take no action; (2) to restrict usage of the area of subsurface contamination to activities that cause no subsurface disturbance (minimal action); and (3) to remove the subsurface conamination to levels below the working criteria. Dose calculations indicate that doses from surface contamination for recreational users of the canyon, permanent residents, and construction workers and doses for workers involved in excavation of contaminated soil under the clean up alternative are only small percentages of applicable guidelines. No environmental impacts are associated with either the no-action or minimal action alternatives. The impact associated with the cleanup alternative is small, especially considering that the area already has been affected by the original TA-10 decommissioning action, but nevertheless, the preferred alternative is the minimal action alternative, where 0.6 hectare of land is restricted to surface activities. This leaves the rest of the canyon available for development with up to 400 homes. The restricted area can be used for a park, tennis courts, etc., and the /sup 90/Sr activity will decay to levels permitting unrestricted usage in about 160 y.

Ferenbaugh, R.W.; Buhl, T.E.; Stoker, A.K.; Hansen, W.R.

1982-05-01T23:59:59.000Z

148

Internal structure of the Kern Canyon Fault, California: a deeply exhumed strike-slip fault  

E-Print Network (OSTI)

Deformation and mineral alteration adjacent to a 2 km long segment of the Kern Canyon fault near Lake Isabella, California are studied to characterize the internal structure of the fault zone and to understand the development of fault structure and constitution and the mechanical and chemical processes responsible for them. The 140 km long Kern Canyon fault (KCF) is a fault of 15 km right-lateral separation exhumed from seismogenic depth that cuts batholithic and metamorphic rocks of the southern Sierra Nevada. The fault consists of at least three distinct phases: an early phase of lower-greenschist-grade ductile shear with an S-C' phyllonite, a subsequent, dominant phase of brittle faulting characterized by a through-going zone of cataclastic rock, and a late stage of minor faulting along discontinuous, thin, hematitic gouge zones. The S-C' fabric and subsidiary fault-slip data indicate that both the phyllonitic and cataclastic zones are approximately vertical and strike-slip; slip lineations within the hematitic gouge suggest oblique-slip. The phyllonite zone trends N20-40E and accommodated ~175 m of separation. The cataclastic zone cuts the phyllonite, trends N21E, and consists of foliated and non-foliated cataclasites; it accommodates the majority of displacement along the fault. Abundant veins and fluid-assisted alteration in the rock surrounding the fault zone attest to the presence of fluids of evolving chemistry during both ductile and brittle faulting. Mass balance calculations indicate quartz loss during phyllonite faulting and imply that the fault system was open and experienced a negative change in volume during phyllonite faulting. Mesoscale and microscale fracture intensities decrease with log distance from the foliated cataclasites and approach a relatively low level at approximately 500 m. The internal structure of the Kern Canyon fault is similar to other large displacement faults in that it consists of a broad zone of fractured and altered rock and a narrow zone of intense cataclasis.

Neal, Leslie Ann

2002-01-01T23:59:59.000Z

149

Seismic stratigraphy and salt tectonics of the Alaminos Canyon area, Gulf of Mexico.  

E-Print Network (OSTI)

The Alaminos Canyon region is located at the change in the bathymetric trend between the slope and rise. Over 6,435 km of migrated seismic reflection profiles were analyzed to produce two structure and two isopach maps. Maps of the seafloor morphology, salt structure, and suprasalt sediments indicate the majority of the slope is covered by a shallow salt canopy. The salt structure map indicates that the Alaminos Canyon study area represents a transition from a semi-continuous salt sheet in the east to a less continuous salt sheet in the western margin. Salt lobe canopies are located within the eastern and western margins of the study area, while the central region represents a transition zone between the two lobate canopies. The sediment isochron maps show that the salt has played an important role in the sediment deposition and the formation of intraslope basins. The salt sheet interacted with slope sediment deposition by acting as a barrier to downslope sediment transport and by influencing the direction of mass transport. The uplift of the salt has formed topographic lows in which sediment is transported from the shelf beyond the slope. Within the study area, intraslope basins consist of remnants of submarine canyons blocked by diapiric uplift and closed depressions formed by subsidence in response to salt withdrawal. These intraslope basins have trapped thick deposits of sediment, thereby reducing the sediment transport beyond the slope region. Pleistocene sealevel fluctuations appear to be the dominant force in the depostional record. As the lowering of relative sealevel ended, the transport of sandy material decreased and hemipelagic sedimentation increased. Eustatic sealevel fluctuations during the Pleistocene led to cyclic seismic depostional sequences throughout the study area.

Mechler, Suzanne Marie

1994-01-01T23:59:59.000Z

150

SURVEY OF LOS ALAMOS AND PUEBLO CANYON FOR RADIOACTIVE CONTAMINATION AND RADIOASSAY TESTS RUN ON SEWER-WATER SAMPLES AND WATER AND SOIL SAMPLES TAKEN FROM LOS ALAMOS AND PUEBLO CANYONS  

SciTech Connect

Chemical sewers and sanitary lines draining the Tech Area, D. P. Site, CMR-12 Laundry, and surrounding residential areas flow into Pueblo and Los Alamos Canyon streams. In order to determine the extent and sources of radioactive contamination in these localities, fluid samples from each of the sewers, soil samples from each of the sewers, soil samples from the ground surrounding the sewer exits, and water and soil samples from selected spots in or near each of the two canyon streams were collected and analyzed for polonium and . plutonium. (W.D.M.)

Kingsley, W.H.; Fox, A.; Tribby, J.F.

1947-02-20T23:59:59.000Z

151

Toward Net Energy Buildings: Design, Construction, and Performance of the Grand Canyon House  

DOE Green Energy (OSTI)

The Grand Canyon house is a joint project of the DOE's National Renewable Energy Laboratory and the U.S. National Park Service and is part of the International Energy Agency Solar Heating and Cooling Programme Task 13 (Advanced Solar Low-Energy Buildings). Energy consumption of the house, designed using a whole-building low-energy approach, was reduced by 75% compared to an equivalent house built in accordance with American Building Officials Model Energy Code and the Home Energy Rating System criteria.

Balcomb, J. D.; Hancock, C. E.; Barker, G.

1999-06-23T23:59:59.000Z

152

B Plant canyon sample TK-21-1 analytical results for the final report  

Science Conference Proceedings (OSTI)

This document is the analytical laboratory report for the TK-21-1 sample collected from the B Plant Canyon on February 18, 1998. The sample was analyzed in accordance with the Sampling and Analysis Plan for B Plant Solutions (SAP) (Simmons, 1997) in support of the B Plant decommissioning project. Samples were analyzed to provide data both to describe the material which would remain in the tanks after the B Plant transition is complete and to determine Tank Farm compatibility. The analytical results are included in the data summary table (Table 1).

Steen, F.H.

1998-04-10T23:59:59.000Z

153

Advanced Oil Recovery Technologies for Improved Recovery from Slope Basin Clastic Reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, NM  

Science Conference Proceedings (OSTI)

Advanced reservoir characterization techniques are being used at the Nash Draw Brushy Canyon Pool project to develop reservoir management strategies for optimizing oil recovery from this Delaware reservoir. The reservoir characterization, geologic modeling, 3-D seismic interpretation, and simulation studies have provided a detailed model of the Brushy Canyon zones. This model was used to predict the success of different reservoir management scenarios and to aid in determining the most favorable combination of targeted drilling, pressure maintenance, well stimulation, and well spacing to improve recovery from this reservoir.

Murphy, M.B.

1999-02-01T23:59:59.000Z

154

Detection of Gas Hydrates in Garden Banks and Keathley Canyon from Seismic Data  

E-Print Network (OSTI)

Gas hydrate is a potential energy source that has recently been the subject of much academic and industrial research. The search for deep-water gas hydrate involves many challenges that are especially apparent in the northwestern Gulf of Mexico, where the sub-seafloor is a complex structure of shallow salt diapirs and sheets underlying heavily deformed shallow sediments and surrounding diverse minibasins. Here, we consider the effect these structural factors have on gas hydrate occurrence in Garden Banks and Keathley Canyon blocks of the Gulf of Mexico. This was accomplished by first mapping the salt and shallow deformation structures throughout the region using a 2D grid of seismic reflection data. In addition, major deep-rooted faults and shallow-rooted faults were mapped throughout the area. A shallow sediment deformation map was generated that defined areas of significant faulting. We then quantified the thermal impact of shallow salt to better estimate the gas hydrate stability zone (GHSZ) thickness. The predicted base of the GHSZ was compared to the seismic data, which showed evidence for bottom simulating reflectors and gas chimneys. These BSRs and gas chimneys were used to ground-truth the calculated depth of the base of GHSZ. Finally, the calculated GHSZ thickness was used to estimate the volume of the gas hydrate reservoir in the area after determining the most reasonable gas hydrate concentrations in sediments within the GHSZ. An estimate of 5.5 trillion cubic meters of pure hydrate methane in Garden Banks and Keathley Canyon was obtained.

Murad, Idris

2009-05-01T23:59:59.000Z

155

Source Characterization of the August 6, 2007 Crandall Canyon Mine Seismic Event in Central Utah  

SciTech Connect

On August 6, 2007 a local magnitude 3.9 seismic event occurred at 08:48:40 UTC in central Utah. The epicenter is within the boundaries of the Crandall Canyon coal mine (c.f. Pechmann et al., this volume). We performed a moment tensor analysis with complete, three-component seismic recordings from stations operated by the USGS, the University of Utah, and EarthScope. The analysis method inverts the seismic records to retrieve the full seismic moment tensor, which allows for interpretation of both shearing (e.g., earthquakes) and volume-changing (e.g., explosions and collapses) seismic events. The results show that most of the recorded seismic wave energy is consistent with an underground collapse in the mine. We contrast the waveforms and moment tensor results of the Crandall Canyon Mine seismic event to a similar sized tectonic earthquake about 200 km away near Tremonton, Utah, that occurred on September 1, 2007. Our study does not address the actual cause of the mine collapse.

Ford, S R; Dreger, D S; Walter, W R

2008-07-01T23:59:59.000Z

156

Carbon Steel and Magnesium Oxide Dissolution for H-Canyon Process Applications  

DOE Green Energy (OSTI)

H Area Operations is planning to process plutonium-contaminated uranium metal scrap in its efforts to de-inventory excess nuclear materials. The Savannah River Technology Center (SRTC) performed flowsheet development to support the decision to process the scrap in H-Canyon using 2M nitric acid (HNO3) / 0.025M potassium fluoride (KF) and 2 g/L boron. The scrap will be charged to the H-Canyon dissolver via a stainless steel charging bundle with a carbon steel end cap that must dissolve in an appropriate time frame. Experimental work was performed with a range of potential materials to be used to fabricate the bundle end cap. Testing was conducted with samples of metal plate, wire, cans, rods, and rivets to assess their dissolution characteristics in 2M HNO3/ 0.025M KF and 2 g/L boron. Experiments also measured the amount of hydrogen gas generated during carbon steel dissolution using the above dissolver solution. Each material type and its associated dissolution characteristic relate to specific bundle end cap designs being considered. Supplemental studies were conducted to evaluate the behavior and effect of magnesium oxide (MgO) sand on dissolution of uranium metal in 2M HNO3/ 0.025M KF and 2 g/L boron. The potential exists for a small quantity of MgO to be introduced into the dissolution flowsheet due to the use of MgO sand to extinguish uranium metal fires.

PIERCE, RA

2004-04-12T23:59:59.000Z

157

Restoring Anadromous Fish Habitat in Big Canyon Creek Watershed, 2004-2005 Annual Report.  

DOE Green Energy (OSTI)

The ''Restoring Anadromous Fish Habitat in the Big Canyon Creek Watershed'' is a multi-phase project to enhance steelhead trout in the Big Canyon Creek watershed by improving salmonid spawning and rearing habitat. Habitat is limited by extreme high runoff events, low summer flows, high water temperatures, poor instream cover, spawning gravel siltation, and sediment, nutrient and bacteria loading. Funded by the Bonneville Power Administration (BPA) as part of the Northwest Power Planning Council's Fish and Wildlife Program, the project assists in mitigating damage to steelhead runs caused by the Columbia River hydroelectric dams. The project is sponsored by the Nez Perce Soil and Water Conservation District. Target fish species include steelhead trout (Oncorhynchus mykiss). Steelhead trout within the Snake River Basin were listed in 1997 as threatened under the Endangered Species Act. Accomplishments for the contract period September 1, 2004 through October 31, 2005 include; 2.7 riparian miles treated, 3.0 wetland acres treated, 5,263.3 upland acres treated, 106.5 riparian acres treated, 76,285 general public reached, 3,000 students reached, 40 teachers reached, 18 maintenance plans completed, temperature data collected at 6 sites, 8 landowner applications received and processed, 14 land inventories completed, 58 habitat improvement project designs completed, 5 newsletters published, 6 habitat plans completed, 34 projects installed, 2 educational workshops, 6 displays, 1 television segment, 2 public service announcements, a noxious weed GIS coverage, and completion of NEPA, ESA, and cultural resources requirements.

Rasmussen, Lynn (Nez Perce Soil and Conservation District, Lewiston, ID)

2006-07-01T23:59:59.000Z

158

Radionuclide contaminant analysis of small mammels, plants and sediments within Mortandad Canyon, 1994  

SciTech Connect

Small mammals, plants and sediments were sampled at one upstream location (Site 1) and two downstream locations (Site 2 and Site 3) from the National Pollution Discharge Elimination System outfall {number_sign}051-051 in Mortandad Canyon, Los Alamos County, New Mexico. The purpose of the sampling was to identify radionuclides potentially present, to quantitatively estimate and compare the amount of radionuclide uptake at specific locations (Site 2 and Site 3) within Mortandad Canyon to an upstream site (Site 1), and to identify the primary mode (inhalation ingestion, or surface contact) of contamination to small mammals. Three composite samples of at least five animals per sample were collected at each site. Pelts and carcasses of each animal were separated and analyzed independently. In addition, three composite samples were also collected for plants and sediments at each site. Samples were analyzed for {sup 241}Am, {sup 90}Sr, {sup 238}Pu, {sup 239}Pu, and total U. With the exception of total U, all mean radionuclide concentrations in small mammal carcasses and sediments were significantly higher at Site 2 than Site 1 or Site 3. No differences were detected in the mean radionuclide concentration of plant samples between sites. However, some radionuclide concentrations found at all three sites were higher than regional background. No differences were found between mean carcass radionuclide concentrations and mean pelt radionuclide concentrations, indicating that the two primary modes of contamination may be equally occurring.

Bennett, K.; Biggs, J.; Fresquez, P.

1996-01-01T23:59:59.000Z

159

Numerical model to characterize the thermal comfort in new ecodistricts: methodology and validation through the canyon street case  

Science Conference Proceedings (OSTI)

In built-up areas, the urban structures affect the radiative and thermal environment. The numerical simulation models provide informations about urban thermal performance for many ranges of urban configurations. This paper presents a validation of a ... Keywords: CFD model, building heat transfers, coupling model, street canyon, thermo-radiative model

Khaled Athamena; Jean Francois Sini; Julien Guilhot; Jerome Vinet; Maeva Sabre; Jean-Michel Rosant

2011-01-01T23:59:59.000Z

160

Numerical model to characterize the thermal comfort in new eco-districts: methodology and validation through the canyon street case  

Science Conference Proceedings (OSTI)

In built-up areas, the urban structures affect the radiative and thermal environment. The numerical simulation models provide informations about urban thermal performance for many ranges of urban configurations. This paper presents a validation of a ... Keywords: CFD model, building heat transfers, coupling model, street canyon, thermo-radiative model

Khaled Athamena; Jean Francois Sini; Julien Guilhot; Jerome Vinet; Maeva Sabre; Jean-Michel Rosant

2011-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


161

Challenges When Predicting Reservoir Quality in the Subsalt K2/K2-North Field, Green Canyon, Gulf of Mexico  

E-Print Network (OSTI)

in the K2/ K2-North Field, Green Canyon, Gulf of Mexico, presents many challenges for planning primary for seismi- cally better-imaged deepwater reservoirs in the eastern Gulf of Mexico, we utilize well- log, we used depositional mod- els based on Gulf of Mexico shallow-seismic analogs of distributary channel

Greene, Todd J.

162

Grande Ronde Model Watershed Project; Dark Canyon Riparian Exclosure, Completion Report 2002.  

DOE Green Energy (OSTI)

The Baker Field Office, Vale District Bureau of Land Management (BLM) submitted a project proposal for funding in 2002 through the Grande Ronde Model Watershed Program (GRMWP). The project consisted of constructing two riparian exclosures to prevent livestock grazing in the riparian areas of Dark Canyon and Meadow Creek. The BLM completed the NEPA documentation and supplied the fencing materials. Funding from BPA through the GRMWP was used to complete the construction of the two exclosures. This project was completed in the fall of 2002. The project area is located in Union County, Oregon on BLM managed land adjacent to Dark Canyon and Meadow Creek, T. 3. S., R. 35 E., Section 24 and 25. Section 24 is along Dark Canyon Creek and section 25 is along Meadow Creek. Approximately 0.4 miles of stream would be protected from grazing with the construction of the two exclosures. A two person crew was hired to construct a four-strand barbed wire fence. The fence enclosed the riparian area on both sides of each creek so that no grazing would occur within the riparian area on BLM managed land. Total fence length is approximately 1.25 miles. Materials consisted of metal fence posts, barbed wire, rockjacks, fence stays, and 2 x 4's. The fence was constructed in the fall of 2002. The riparian area is effectively excluded from livestock grazing at this time. The construction of the exclosures should enhance riparian vegetation, increase bank stability, and improve riparian and in-stream habitat by exclusion of livestock in the riparian areas. Monitoring will ensure that the exclosures continues to be effective. Annual monitoring will include photo-points and compliance checks during the grazing season by BLM personnel. The BLM will submit a monitoring report, which includes the results of the annual monitoring, to the GRMWP in years 2005 and 2007. The exclosures do cross the creeks so maintenance may be needed on occasion, especially after high flow events in the creeks. Material such as logs which are mobilized during high stream flows may damage the exclosures requiring maintenance to keep cattle from grazing in the riparian areas. The BLM spent approximately $4,000 on fencing materials and $1,375 on NEPA compliance. In addition, the estimated cost of the monitoring over five years is expected to be approximately $1,600. The $5,050 that the BLM received from the BPA for the project was used to hire two temporary employees to construct the exclosures.

Kuck, Todd

2003-03-01T23:59:59.000Z

163

Fall Chinook Acclimation Project; Pittsburg Landing, Captain John Rapids, and Big Canyon, Annual Report 2003.  

DOE Green Energy (OSTI)

Fisheries co-managers of U.S. v Oregon supported and directed the construction and operation of acclimation and release facilities for Snake River fall Chinook from Lyons Ferry Hatchery at three sites above Lower Granite Dam. In 1996, Congress instructed the U.S. Army Corps of Engineers (USCOE) to construct, under the Lower Snake River Compensation Plan (LSRCP), final rearing and acclimation facilities for fall Chinook in the Snake River basin to complement their activities and efforts in compensating for fish lost due to construction of the lower Snake River dams. The Nez Perce Tribe (NPT) played a key role in securing funding and selecting acclimation sites, then assumed responsibility for operation and maintenance of the facilities. In 1997, Bonneville Power Administrative (BPA) was directed to fund operations and maintenance (O&M) for the facilities. Two acclimation facilities, Captain John Rapids and Pittsburg Landing, were located on the Snake River between Asotin, WA and Hells Canyon Dam and one facility, Big Canyon, was located on the Clearwater River at Peck. The Capt. John Rapids facility is a single pond while the Pittsburg Landing and Big Canyon sites consist of portable fish rearing tanks assembled and disassembled each year. Acclimation of 450,000 yearling smolts (150,000 each facility) begins in March and ends 6 weeks later. When available, an additional 2,400,000 fall Chinook sub-yearlings may be acclimated for 6 weeks, following the smolt release. The project goal is to increase the naturally spawning population of Snake River fall Chinook salmon upstream of Lower Granite Dam. This is a supplementation project; in that hatchery produced fish are acclimated and released into the natural spawning habitat for the purpose of returning a greater number of spawners to increase natural production. Only Snake River stock is used and production of juveniles occurs at Lyons Ferry Hatchery. This is a long-term project, targeted to work towards achieving delisting goals established by National Marine Fisheries Service (NMFS or NOAA Fisheries) and ultimately to provide fall Chinook adults through the Lower Snake River Compensation Plan program as mitigation for construction and operation of the four lower Snake River dams. Complete adult returns (all age classes) for all three acclimation facilities occurred in the year 2002. Progeny (which would then be natural origin fish) would be counted towards achieving Endangered Species Act delisting criteria. In 2003, a total of 2,138,391 fish weighing 66,201 pounds were released from the three acclimation facilities. The total includes 437,633 yearling fish weighing 44,330 pounds and 1,700,758 sub-yearling fish weighing 21,871 pounds.

McLeod, Bruce

2004-01-01T23:59:59.000Z

164

Fall Chinook Aclimation Project; Pittsburg Landing, Captain John Rapids, and Big Canyon, Annual Report 2001.  

DOE Green Energy (OSTI)

Fisheries co-managers of U.S. v Oregon supported and directed the construction and operation of acclimation and release facilities for Snake River fall Chinook from Lyons Ferry Hatchery at three sites above Lower Granite Dam. In 1996, Congress instructed the U.S. Army Corps of Engineers (USCOE) to construct, under the Lower Snake River Compensation Plan (LSRCP), final rearing and acclimation facilities for fall Chinook in the Snake River basin to complement their activities and efforts in compensating for fish lost due to construction of the lower Snake River dams. The Nez Perce Tribe (NPT) played a key role in securing funding and selecting acclimation sites, then assumed responsibility for operation and maintenance of the facilities. In 1997, Bonneville Power Administrative (BPA) was directed to fund operations and maintenance (O&M) for the facilities. Two acclimation facilities, Captain John Rapids and Pittsburg Landing, are located on the Snake River between Asotin, WA and Hells Canyon Dam and one facility, Big Canyon, is located on the Clearwater River at Peck. The Capt. John Rapids facility is a single pond while the Pittsburg Landing and Big Canyon sites consist of portable fish rearing tanks assembled and disassembled each year. Acclimation of 450,000 yearling smolts (150,000 each facility) begins in March and ends 6 weeks later. When available, an additional 2,400,000 fall Chinook sub-yearlings may be acclimated for 6 weeks, following the smolt release. The project goal is to increase the naturally spawning population of Snake River fall Chinook salmon upstream of Lower Granite Dam. This is a supplementation project; in that hatchery produced fish are acclimated and released into the natural spawning habitat for the purpose of returning a greater number of spawners to increase natural production. Only Snake River stock is used and production of juveniles occurs at Lyons Ferry Hatchery. This is a long-term project, and will ultimately work towards achieving delisting goals established by National Marine Fisheries Service (NMFS). Complete returns for all three acclimation facilities will not occur until the year 2002. Progeny (which would then be natural origin fish protected under the Endangered Species Act) from those returns will be returning for the next five years. In 2001, a total of 2,051,099 fish weighing 59,647 pounds were released from the three acclimation facilities. The total includes 318,932 yearling fish weighing 31,128 pounds and 1,732,167 sub-yearling fish weighing 28,519 pounds. Yearling fish numbers were reduced by Bacterial Kidney Disease (BKD) and sub-yearling acclimation time was limited by record low river water flows.

McLeod, Bruce

2004-01-01T23:59:59.000Z

165

Draft Environmental Impact Statement Klondike III/Biglow Canyon Wind Integration Project  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

generated from the proposed Klondike III Wind Project to the Federal Columbia River Transmission System. Orion Energy LLC has also asked BPA to interconnect 400 MW of electricity from its proposed Biglow Canyon Wind Farm, located north and east of the proposed Klondike III Wind Project. To interconnect these projects, BPA would need to build and operate a 230-kV double-circuit transmission line about 12 miles long, expand one substation and build one new substation. The wind projects would require wind turbines, substation(s), access roads, and other facilities. Two routes for the transmission line are being considered. Both begin at PPM's Klondike Schoolhouse Substation then travel north (Proposed Action) or north and westerly (Middle Alternative) to a new BPA

166

Uranium ore rolls in Westwater Canyon sandstone, San Juan Basin, New Mexico  

SciTech Connect

Recent relatively deep uranium-exploration drilling in the Nose Rock area, San Juan Basin, McKinley County, New Mexico, has resulted in the discovery of previously unrecognized uranium ore rolls in gray, unoxidized Westwater Canyon Sandstone of the Morrison Formation. Both the Nose Rock ores and the primary Ambrosia Lake uranium ores were emplaced during the Late Jurassic-Early Cretaceous erosional interval under the same geologic conditions by the same geochemical-cell process. The red, altered interior ground resulting from the geochemical-cell process has been re-reduced by the subsequent entry of reductants into the formation. The original roll form of the Ambrosia Lake orebodies has been obscured and modified by redistribution related to the present-day active redox interface interweaving with the Ambrosia Lake ores.

Clark, D.S.

1980-01-01T23:59:59.000Z

167

CHARACTERIZATION OF H CANYON CONDUCTIVITY METER INDICATIONS WITH ELEVATED URANIUM IN NITRIC ACID  

SciTech Connect

Solution conductivity data from the 1CU conductivity meter in H-Canyon shows that uranium concentration in the 0 to 30 gram per liter (g/L) range has no statistically significant effect on the calibration of free nitric acid measurement. Based on these results, no additional actions are needed on the 1CU Conductivity Meter prior to or during the processing of uranium solutions in the 0 to 30 g/L range. A model based only on free nitric acid concentration is shown to be appropriate for explaining the data. Data uncertainties for the free acid measurement of uranium-bearing solutions are 8.5% or less at 95% confidence. The analytical uncertainty for calibrating solutions is an order of magnitude smaller only when uranium is not present, allowing use of a more accurate analytical procedure. Literature work shows that at a free nitric acid level of 0.33 M, uranium concentration of 30 g/L and 25 C, solution conductivity is 96.4% of that of a uranium-free solution. The level of uncertainties in the literature data and its fitting equation do not justify calibration changes based on this small depression in solution conductivity. This work supports preparation of H-Canyon processing of Super Kukla fuel; however, the results will be applicable to the processing of any similar concentration uranium and nitric acid solution. Super Kukla fuel processing will increase the uranium concentration above the nominal zero to 10 g/L level, though not above 30 g/L. This work examined free nitric acid levels ranging from 0.18 to 0.52 molar. Temperature ranged from 27.9 to 28.3 C during conductivity testing. The data indicates that sequential order of measurement is not a significant factor. The conductivity meter was thus flushed effectively between measurements as desired.

Nash, C

2007-10-31T23:59:59.000Z

168

Early Channel Evolution in the Middle Permian Brushy Canyon Formation, West Texas, USA  

E-Print Network (OSTI)

Submarine channels are important conduits for sediment in deep marine environments, and understanding their formation is critical to modeling basin fill processes. Most models describing channel evolution focus on turbidity currents as the erosive and constructive force in channel initiation. However, slope failure and slumping can be significant drivers of channelization, particularly in upper slope and ramp environments. Determining the relative roles of slumping and erosion by turbidity currents can provide important insight into the timing of channelization and the geometries of subsequent deposits. Samples were collected from Guadalupe Mountains National Park from two primary localities at Salt Flat Bench (Figure 2). Three vertical sections were measured at both locations. A total of 16 samples were collected for petrographic analysis and X-ray fluorescence (XRF) imaging. Spectacular outcrop quality makes the Middle Permian Brushy Canyon Formation in Guadalupe Mountains National Park an ideal location for the study of early channel evolution. A detailed facies analysis of fine-grained channel deposits was conducted in the Upper Brushy Canyon Formation in the Salt Flat Bench outcrops. After channelization, an interval of relative condensation dominated by hemipelagic settling of organic matter and silt was followed by an interval of incomplete sediment bypass by turbidity currents. This sequence of events suggests that sea level was at a relative highstand at the time of channel inception, whereas channel inception by turbidity currents is expected during a lowstand. Slumping rather than erosion by turbidity currents is the most likely mechanism to have initiated a channel at the study area. There is no evidence for the existence for high energy currents until after the interval of condensation. However, the action of weak contour currents during early channel evolution is observed in outcrop and microtextural features. Early carbonate cementation of channel-lining silts may have stabilized the slump surface with respect to erosion by later turbidity currents.

Gunderson, Spencer

2011-08-01T23:59:59.000Z

169

Occurrence of gas hydrate in Oligocene Frio sand: Alaminos Canyon Block 818: Northern Gulf of Mexico  

SciTech Connect

A unique set of high-quality downhole shallow subsurface well log data combined with industry standard 3D seismic data from the Alaminos Canyon area has enabled the first detailed description of a concentrated gas hydrate accumulation within sand in the Gulf of Mexico. The gas hydrate occurs within very fine grained, immature volcaniclastic sands of the Oligocene Frio sand. Analysis of well data acquired from the Alaminos Canyon Block 818 No.1 ('Tigershark') well shows a total gas hydrate occurrence 13 m thick, with inferred gas hydrate saturation as high as 80% of sediment pore space. Average porosity in the reservoir is estimated from log data at approximately 42%. Permeability in the absence of gas hydrates, as revealed from the analysis of core samples retrieved from the well, ranges from 600 to 1500 millidarcies. The 3-D seismic data reveals a strong reflector consistent with significant increase in acoustic velocities that correlates with the top of the gas-hydrate-bearing sand. This reflector extends across an area of approximately 0.8 km{sup 2} and delineates the minimal probable extent of the gas hydrate accumulation. The base of the inferred gas-hydrate zone also correlates well with a very strong seismic reflector that indicates transition into units of significantly reduced acoustic velocity. Seismic inversion analyses indicate uniformly high gas-hydrate saturations throughout the region where the Frio sand exists within the gas hydrate stability zone. Numerical modeling of the potential production of natural gas from the interpreted accumulation indicates serious challenges for depressurization-based production in settings with strong potential pressure support from extensive underlying aquifers.

Boswell, R.D.; Shelander, D.; Lee, M.; Latham, T.; Collett, T.; Guerin, G.; Moridis, G.; Reagan, M.; Goldberg, D.

2009-07-15T23:59:59.000Z

170

REDUCTIONS WITHOUT REGRET: AVOIDING WRONG TURNS, ROACH MOTELS, AND BOX CANYONS  

SciTech Connect

This is the third of three papers (in addition to an introductory summary) aimed at providing a framework for evaluating future reductions or modifications of the U.S. nuclear force, first by considering previous instances in which nuclear-force capabilities were eliminated; second by looking forward into at least the foreseeable future at the features of global and regional deterrence (recognizing that new weapon systems currently projected will have expected lifetimes stretching beyond our ability to predict the future); and third by providing examples of past or possible undesirable outcomes in the shaping of the future nuclear force, as well as some closing thoughts for the future. In this paper, we provide one example each of our judgments on what constitutes a box canyon, a roach motel, and a wrong turn: ? Wrong Turn: The Reliable Replacement Warhead ? Roach Motel: SRAM T vs the B61 ? A Possible Box Canyon: A Low-Yield Version of the W76 SLBM Warhead Recognizing that new nuclear missions or weapons are not demanded by current circumstances ? a development path that yields future capabilities similar to those of today, which are adequate if not always ideal, and a broader national-security strategy that supports nonproliferation and arms control by reducing the role for, and numbers, of nuclear weapons ? we briefly consider alternate, less desirable futures, and their possible effect on the complex problem of regional deterrence. In this regard, we discuss the issues posed by, and possible responses to, three example regional deterrence challenges: in-country defensive use of nuclear weapons by an adversary; reassurance of U.S. allies with limited strategic depth threatened by an emergent nuclear power; and extraterritorial, non-strategic offensive use of nuclear weapons by an adversary in support of limited military objectives against a U.S. ally.

Swegle, J.; Tincher, D.

2013-09-11T23:59:59.000Z

171

Ex post power economic analysis of record of decision operational restrictions at Glen Canyon Dam.  

DOE Green Energy (OSTI)

On October 9, 1996, Bruce Babbitt, then-Secretary of the U.S. Department of the Interior signed the Record of Decision (ROD) on operating criteria for the Glen Canyon Dam (GCD). Criteria selected were based on the Modified Low Fluctuating Flow (MLFF) Alternative as described in the Operation of Glen Canyon Dam, Colorado River Storage Project, Arizona, Final Environmental Impact Statement (EIS) (Reclamation 1995). These restrictions reduced the operating flexibility of the hydroelectric power plant and therefore its economic value. The EIS provided impact information to support the ROD, including an analysis of operating criteria alternatives on power system economics. This ex post study reevaluates ROD power economic impacts and compares these results to the economic analysis performed prior (ex ante) to the ROD for the MLFF Alternative. On the basis of the methodology used in the ex ante analysis, anticipated annual economic impacts of the ROD were estimated to range from approximately $15.1 million to $44.2 million in terms of 1991 dollars ($1991). This ex post analysis incorporates historical events that took place between 1997 and 2005, including the evolution of power markets in the Western Electricity Coordinating Council as reflected in market prices for capacity and energy. Prompted by ROD operational restrictions, this analysis also incorporates a decision made by the Western Area Power Administration to modify commitments that it made to its customers. Simulated operations of GCD were based on the premise that hourly production patterns would maximize the economic value of the hydropower resource. On the basis of this assumption, it was estimated that economic impacts were on average $26.3 million in $1991, or $39 million in $2009.

Veselka, T. D.; Poch, L. A.; Palmer, C. S.; Loftin, S.; Osiek, B; Decision and Information Sciences; Western Area Power Administration

2010-07-31T23:59:59.000Z

172

Prognostic Prediction of Tracer Dispersion for the Diablo Canyon Experiments on August 31, September 2, and September 4, 1986  

DOE Green Energy (OSTI)

COAMPS/LODI simulations of the tracer experiments at Diablo Canyon on August 31, September 2, and September 4, 1986 had mixed results. Simulated tracer concentrations on August 31 differed significantly from the measured concentrations. The model transported SF{sub 6} too far south and did not predict transport of SF{sub 6} north along highway 101 or into See Canyon. Early in the day the model rapidly transported SF{sub 6} away from the release point while observations suggested the tracer stayed close to Diablo Canyon for 1-2 hours. For September 2, simulations agreed very well with the measurements. The model accurately predicted the change of wind direction from north northwest to east northeast at the release point. It also predicted the advection of tracer over Mot-r-0 Bay and through the Los Osos Valley toward San Luis Obispo in excellent agreement with the observations. On September 4, the calculated transport of SF{sub 6} from Diablo Canyon had defects similar to those on August 31, a trajectory too far south and limited intrusion of tracer north along highway 101. Conversely, simulations of the Freon release from Los Osos Cemetery on September 4 corresponded well with observations. Since the simulations used only global meteorological data and no local winds for input, even the limited success of COAMPS/LODI is a favorable result. COAMPS's inability to generate southerly winds through the highway 101 corridor on August 31 and September 4 is a symptom of its underestimate of the sea breeze. The weak sea breeze correlates with a small diurnal range of air temperature possibly associated with underestimates of surface solar heating and/or overestimates of surface wetness. Improvement of COAMPS/LODI simulations requires development of new data assimilation techniques to use the local surface and low altitude wind and temperature measurements. Also, quantitative methods are needed to assess the accuracy of the models.

Molenkamp, C.R.

1999-11-29T23:59:59.000Z

173

Fall Chinook Acclimation Project; Pittsburg Landing, Captain John Rapids, and Big Canyon, Annual Report 2002.  

DOE Green Energy (OSTI)

Fisheries co-managers of U.S. v Oregon supported and directed the construction and operation of acclimation and release facilities for Snake River fall Chinook from Lyons Ferry Hatchery at three sites above Lower Granite Dam. In 1996, Congress instructed the U.S. Army Corps of Engineers (USCOE) to construct, under the Lower Snake River Compensation Plan (LSRCP), final rearing and acclimation facilities for fall Chinook in the Snake River basin to complement their activities and efforts in compensating for fish lost due to construction of the lower Snake River dams. The Nez Perce Tribe (NPT) played a key role in securing funding and selecting acclimation sites, then assumed responsibility for operation and maintenance of the facilities. In 1997, Bonneville Power Administrative (BPA) was directed to fund operations and maintenance (O&M) for the facilities. Two acclimation facilities, Captain John Rapids and Pittsburg Landing, are located on the Snake River between Asotin, WA and Hells Canyon Dam and one facility, Big Canyon, is located on the Clearwater River at Peck. The Capt. John Rapids facility is a single pond while the Pittsburg Landing and Big Canyon sites consist of portable fish rearing tanks assembled and disassembled each year. Acclimation of 450,000 yearling smolts (150,000 each facility) begins in March and ends 6 weeks later. When available, an additional 2,400,000 fall Chinook sub-yearlings may be acclimated for 6 weeks, following the smolt release. The project goal is to increase the naturally spawning population of Snake River fall Chinook salmon upstream of Lower Granite Dam. This is a supplementation project; in that hatchery produced fish are acclimated and released into the natural spawning habitat for the purpose of returning a greater number of spawners to increase natural production. Only Snake River stock is used and production of juveniles occurs at Lyons Ferry Hatchery. This is a long-term project, targeted to work towards achieving delisting goals established by National Marine Fisheries Service (NMFS or NOAA Fisheries) and ultimately to provide fall Chinook adults through the Lower Snake River Compensation Plan program as mitigation for construction and operation of the four lower Snake River dams. Complete adult returns (all age classes) for all three acclimation facilities occurred in the year 2002. Progeny (which would then be natural origin fish) would be counted towards achieving Endangered Species Act delisting criteria. In 2002, a total of 2,877,437 fish weighing 47,347 pounds were released from the three acclimation facilities. The total includes 479,358 yearling fish weighing 33,930 pounds and 2,398,079 sub-yearling fish weighing 19,115 pounds. This is the largest number of fish ever released in one year from the acclimation facilities.

McLeod, Bruce

2003-01-01T23:59:59.000Z

174

PETROPHYSICAL INVESTIGATION OF THE SECONDARY RECOVERY POTENTIAL IN THE CHERRY CANYON FORMATION NE LEA FIELD LEA COUNTY, NEW MEXICO  

Science Conference Proceedings (OSTI)

Read and Stevens has proposed the evaluation of the waterflood potential from the Cherry Canyon formation in the NE Lea Field in lea County, New Mexico. Much of the development in this area is approaching primary recovery limitations; additional recovery of remaining oil reserves by waterflood needs to be evaluated. The Cherry Canyon formation is composed of fine grained sandstone, containing clay material which results in high water saturation, and also has the tendency to swell and reduce reservoir permeability--the ability of fluid to flow through the rock pores and fractures. There are also abundant organic materials that interfere with obtaining reliable well logs. These complications have limited oil in place calculations and identification of net pay zones, presenting a challenge to the planned waterflood. Core analysis of the Cherry Canyon should improve the understanding of existing well logs and possibly indicate secondary recovery measures, such as waterflood, to enhance field recovery. Lacking truly representative core to provide accurate analyses, Read and Stevens will obtain and preserve fresh core. The consulting firm of T. Scott Hickman and Associates will then collaborate on special core analyses and obtain additional well logs for a more detailed analysis of reservoir properties. The log interpretation will be compared to the core analysis results, and the entire collected data set will be used to assess the potential and economic viability of successfully waterflooding the identified oil zones. Successful results from the project will improve accuracy of log interpretation and establish a methodology for evaluating secondary recovery by waterflood.

T. Scott Hickman

2002-06-01T23:59:59.000Z

175

Klondike III/Biglow Canyon Wind Integration Project; Final Environmental Impact Statement, September 2006.  

DOE Green Energy (OSTI)

BPA has been asked by PPM Energy, Inc. to interconnect 300 megawatts (MW) of electricity generated from the proposed Klondike III Wind Project to the Federal Columbia River Transmission System. Orion Energy LLC has also asked BPA to interconnect 400 MW of electricity from its proposed Biglow Canyon Wind Farm, located north and east of the proposed Klondike III Wind Project. (Portland General Electric recently bought the rights to develop the proposed Biglow Canyon Wind Farm from Orion Energy, LLC.) Both wind projects received Site Certificates from the Oregon Energy Facility Siting Council on June 30, 2006. To interconnect these projects, BPA would need to build and operate a 230-kV double-circuit transmission line about 12 miles long, expand one substation and build one new substation. The wind projects would require wind turbines, substation(s), access roads, and other facilities. Two routes for the transmission line are being considered. Both begin at PPM's Klondike Schoolhouse Substation then travel north (Proposed Action) or north and westerly (Middle Alternative) to a new BPA 230-kV substation next to BPA's existing John Day 500-kV Substation. BPA is also considering a No Action Alternative in which BPA would not build the transmission line and would not interconnect the wind projects. The proposed BPA and wind projects would be located on private land, mainly used for agriculture. If BPA decides to interconnect the wind projects, construction of the BPA transmission line and substation(s) could commence as early as the winter of 2006-07. Both wind projects would operate for much of each year for at least 20 years. The proposed projects would generally create no or low impacts. Wildlife resources and local visual resources are the only resources to receive an impact rating other than ''none'' or ''low''. The low to moderate impacts to wildlife are from the expected bird and bat mortality and the cumulative impact of this project on wildlife when combined with other proposed wind projects in the region. The low to high impacts to visual resources reflect the effect that the transmission line and the turbine strings from both wind projects would have on viewers in the local area, but this impact diminishes with distance from the project.

United States. Bonneville Power Administration

2006-09-01T23:59:59.000Z

176

SAVANNAH RIVER SITE'S H-CANYON FACILITY: RECOVERY AND DOWN BLEND URANIUM FOR BENEFICIAL USE  

SciTech Connect

For over fifty years, the H Canyon facility at the Savannah River Site (SRS) has performed remotely operated radiochemical separations of irradiated targets to produce materials for national defense. Although the materials production mission has ended, the facility continues to play an important role in the stabilization and safe disposition of proliferable nuclear materials. As part of the US HEU Disposition Program, SRS has been down blending off-specification (off-spec) HEU to produce LEU since 2003. Off-spec HEU contains fission products not amenable to meeting the American Society for Testing and Material (ASTM) commercial fuel standards prior to purification. This down blended HEU material produced 301 MT of ~5% enriched LEU which has been fabricated into light water reactor fuel being utilized in Tennessee Valley Authority (TVA) reactors in Tennessee and Alabama producing economic power. There is still in excess of ~10 MT of off-spec HEU throughout the DOE complex or future foreign and domestic research reactor returns that could be recovered and down blended for beneficial use as either ~5% enriched LEU, or for use in subsequent LEU reactors requiring ~19.75% enriched LEU fuel.

Magoulas, V.

2013-05-27T23:59:59.000Z

177

Flowsheet modifications for dissolution of sand, slag, and crucible residues in the F-canyon dissolvers  

Science Conference Proceedings (OSTI)

An initial flowsheet for the dissolution of sand, slag, and crucible (SS{ampersand}C) was developed for the F- Canyon dissolvers as an alternative to dissolution in FB-Line. In that flowsheet, the sand fines were separated from the slag chunks and crucible fragments. Those two SS{ampersand}C streams were packaged separately in mild-steel cans for dissolution in the 6.4D dissolver. Nuclear safety constraints limited the dissolver charge to approximately 350 grams of plutonium in two of the three wells of the dissolver insert and required 0.23M (molar) boron as a soluble neutron poison in the 9.3M nitric acid/0.013M fluoride dissolver solution. During the first dissolution of SS{ampersand}C fines, it became apparent that a significant amount of the plutonium charged to the 6.4D dissolver did not dissolve in the time predicted by previous laboratory experiments. The extended dissolution time was attributed to fluoride complexation by boron. An extensive research and development (R{ampersand}D) program was initiated to investigate the dissolution chemistry and the physical configuration of the dissolver insert to understand what flowsheet modifications were needed to achieve a viable dissolution process.

Rudisill, T.S.; Karraker, D.G.; Graham, F.R.

1997-12-01T23:59:59.000Z

178

Electromagnetic (EM-60) survey in the Panther Canyon Area, Grass Valley, Nevada  

DOE Green Energy (OSTI)

Eight frequency domain electromagnetic soundings were measured over the Panther Canyon thermal anomaly in Grass Valley, Nevada. The data were collected with Lawrence Berkeley Laboratory's large moment horizontal loop system (EM-60). At the transmitter site located near the center of the thermal anomaly, square wave currents of up to 70 A were impressed into a fourturn 50 m radius coil at frequencies from 0.033 to 500 Hz. At the eight receiver sites, 0.5 to 1.5 km from the loop, magnetic fields were detected with a three-component SQUID magnetometer and vertical and radial magnetic field spectra were calculated. Data were interpreted with a computer program which fit filled spectra and associated ellipse polarization data to one-dimensional resistivity models and results were compared to interpretations from earlier dipole-dipole resistivity measurements. Comparison of these interpretations indicates fairly close agreement between the two, with both models clearly indicating the presence and dimensions of the conductivity anomaly associated with the thermal zone. Although the dc data was better able to resolve the high resistivity bedrock, the EM-data were able to resolve all major features without distortion at shorter transmitter receiver separations and in about one-third of the field time.

Wilt, M.; Goldstein, N.; Stark, M.; Haught, R.

1980-05-01T23:59:59.000Z

179

Treating high pressure zones in one trip in Canyon Reef area of Texas  

Science Conference Proceedings (OSTI)

In the Canyon Reef area near Snyder, Texas, Chevron U.S.A. Inc. is employing ratchet operated, packer type retrievable bridge plugs which have allowed operators to test, treat, or squeeze high pressure zones over a 35-day period on a single trip of the workstring. More zones could have been treated if necessary. The bridge plug was moved and set 31 times while treating the zones. Elapsed time is shown in days starting with T-date being the day tools were first run in for the treatment. The job was run with an average treating pressure of 1,000 psi, and a differential pressure of 2,500 psi that alternated from above the bridge plug to below and back each time the plug was moved to a new zone. The bridge plug used for the job seals by the action of a patented ratcheting mechanism which requires relatively light weight to set. Design of the ratchet enables the sealing elements to hold a seal against the casing wall while the hold-down slips are being set.

Cooley, G.; Mccowen, D.; Fore, M.

1984-03-01T23:59:59.000Z

180

Installation of the Monitoring Site at the Los Alamos Canyon Low-Head Weir  

Science Conference Proceedings (OSTI)

The Cerro Grande fire of 2000 had an enormously adverse impact on and around Los Alamos National Laboratory (LANL). Immediately there were concerns about the potential for enhanced runoff/offsite transport of contaminant-laden sediments because of watershed damage. In response to this concern, the U.S. Army Corps of Engineers installed a low-head weir in Los Alamos Canyon near the White Rock ''Y.'' However, the occurrence of fractured basalt at the surface and ponding of runoff behind the weir enhance the possibility of downward migration of contaminants. Therefore, three boreholes were drilled on the south bank of the channel by LANL to provide a means of monitoring the impact of the Cerro Grande fire and of the weir on water quality beneath the canyon. The boreholes and associated instrumentation are referred to as the Los Alamos Weir Site (LAWS). The three boreholes include a vertical hole and two angled holes (one at approximately 45{sup o} and one at approximately 30{sup o}). Since the basalt is highly fractured, the holes would not stay open. Plans called for inserting flexible liners into all holes. However, using liners in such unstable ground was problematic and, in the angled holes, required deployment through scalloped or perforated polyvinyl chloride (PVC) shield. The vertical hole (LAWS-01), drilled to a total depth of 281.5 ft below ground surface (bgs), was completed as a 278-ft deep monitoring well with four screens: one targeting shallow perched water encountered at 80 ft, two in what may correspond to the upper perched zone at regional groundwater characterization well R-9i (1/4 mi. to the west), and one in what may correspond to the lower perched zone at R-9i. A Water FLUTe{trademark} system deployed in the well isolates the screened intervals; associated transducers and sampling ports permit monitoring head and water quality in the screened intervals. The second hole (LAWS-02), drilled at an angle of 43{sup o} from horizontal, is 156 ft long and bottoms at a depth of 106 ft bgs. The shallow perched water seen at LAWS-01 (at 80 ft) was not encountered. A scalloped PVC shield was installed to keep the hole open while permitting flexible liners to contact the borehole wall. It was initially instrumented with a color-reactive liner to locate water-producing fractures. That was later replaced by an absorbent liner to collect water from the vadose zone. The third hole (LAWS-03), drilled at an angle of 34{sup o} from horizontal, initially had a length of 136 ft and bottomed at a depth of 76 ft bgs. However, the PVC shield rotated during installation such that scallops were at the top and rock debris repeatedly fell in, preventing liner insertion. While pulling the scalloped PVC to replace it with a perforated PVC shield that did not require orientation, the scalloped PVC broke and only 85 ft was recovered. The hole was blocked at that position and could not be drilled out with the equipment available. Thus, LAWS-03 was completed at a length of 85 ft and a depth of 40 ft bgs. An absorbent liner was installed at the outset in preparation for the 2002 summer monsoon season. The entire monitoring site is enclosed inside a locked, 8-ft-high chainlink fence for security. The liners used in the angled boreholes carry electrical wire pairs to detect soil-moisture changes. Surface-water data are provided by stream gages above and below the weir site. Depth of ponding behind the weir is provided by a gage installed just behind the structure.

W.J.Stone; D.L.Newell

2002-08-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
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181

EXPERIMENTAL STUDY TO EVALUATE CORROSION OF THE F-CANYON DISSOLVER DURING THEUNIRRADIATED MARK-42 CAMPAIGN  

DOE Green Energy (OSTI)

Unirradiated Mark 42 fuel tubes are to be dissolved in an upcoming campaign in F-canyon. Savannah River Technology Center (SRTC)/Chemical & Hydrogen Technology Section (CHTS) identified a flow sheet for the dissolution of these Mark 42 fuel tubes which required a more aggressive dissolver solution than previously required for irradiated Mark 42 fuel tubes. Subsequently, SRTC/MTS was requested to develop and perform a corrosion testing program to assess the impact of new flow sheets on corrosion of the dissolver wall. The two primary variables evaluated were the fluoride and aluminum concentrations of the dissolver solution. Fluoride was added as Calcium Fluoride (CaF{sub 2}) while the aluminum was added either as metallic aluminum, which was subsequently dissolved, or as the chemical aluminum nitrate (Al(NO{sub 3}){sub 3}). The dissolved aluminum metal was used to simulate the dissolution of the aluminum from the Mark 42 cladding and fuel matrix. Solution composition for the corrosion tests bracketed the flow sheet for the Mark 42. Corrosion rates of AISI Type 304 stainless steel coupons, both welded and non-welded coupons, were calculated from measured weight losses and post-test concentrations of soluble Fe, Cr and Ni. The corrosion rates, which ranged between 2.7 and 32.5 mpy, were calculated from both the one day and the one week weight losses. These corrosion rates indicated a relatively mild corrosion on the dissolver vessel. The welded coupons consistently had a higher corrosion rate than the non-welded coupons. The difference between the two decreased as the solution aggressiveness decreased. In these test solutions, aggressiveness corresponded with the fluoride concentration. Based on the results of this study, any corrosion occurring during the Mark 42 Campaign is not expected to have a deleterious effect on the dissolver vessel.

Mickalonis, J; Kerry Dunn, K

1999-08-01T23:59:59.000Z

182

Financial analysis of experimental releases conducted at Glen Canyon Dam during water year 2011  

DOE Green Energy (OSTI)

This report examines the financial implications of experimental flows conducted at the Glen Canyon Dam (GCD) in water year 2011. It is the third report in a series examining financial implications of experimental flows conducted since the Record of Decision (ROD) was adopted in February 1997 (Reclamation 1996). A report released in January 2011 examined water years 1997 to 2005 (Veselka et al. 2011), and a report released in August 2011 examined water years 2006 to 2010 (Poch et al. 2011). An experimental release may have either a positive or negative impact on the financial value of energy production. This study estimates the financial costs of experimental releases, identifies the main factors that contribute to these costs, and compares the interdependencies among these factors. An integrated set of tools was used to compute the financial impacts of the experimental releases by simulating the operation of the GCD under two scenarios, namely, (1) a baseline scenario that assumes both that operations comply with the ROD operating criteria and the experimental releases that actually took place during the study period, and (2) a 'without experiments' scenario that is identical to the baseline scenario of operations that comply with the GCD ROD, except it assumes that experimental releases did not occur. The Generation and Transmission Maximization (GTMax) model was the main simulation tool used to dispatch GCD and other hydropower plants that comprise the Salt Lake City Area Integrated Projects (SLCA/IP). Extensive data sets and historical information on SLCA/IP powerplant characteristics, hydrologic conditions, and Western Area Power Administration's (Western's) power purchase prices were used for the simulation. In addition to estimating the financial impact of experimental releases, the GTMax model was also used to gain insights into the interplay among ROD operating criteria, exceptions that were made to criteria to accommodate the experimental releases, and Western operating practices. Experimental releases conducted in water year 2011 resulted only in financial costs; the total cost of all experimental releases was about $622,000.

Poch, L. A.; Veselka, T. D.; Palmer, C. S.; Loftin, S.; Osiek, B. (Decision and Information Sciences); (Western Area Power Administration)

2012-07-16T23:59:59.000Z

183

Floodplain Assessment for the Proposed Engineered Erosion Controls at TA-72 in Lower Sandia Canyon, Los Alamos National Laboratory  

SciTech Connect

Los Alamos National Laboratory (LANL) is preparing to implement engineering controls in Sandia Canyon at Technical Area (TA) 72. Los Alamos National Security (LANS) biologists conducted a floodplain determination and this project is located within a 100-year floodplain. The proposed project is to rehabilitate the degraded channel in lower Sandia Canyon where it crosses through the outdoor firing range at TA-72 to limit the loss of sediment and dissipate floodwater leaving LANL property (Figure 1). The proposed construction of these engineered controls is part of the New Mexico Environment Department's (NMED) approved LANL Individual Storm Water Permit. The purpose of this project is to install storm water controls at Sandia Watershed Site Monitoring Area 6 (S-SMA-6). Storm water controls will be designed and installed to meet the requirements of NPDES Permit No. NM0030759, commonly referred to as the LANL Individual Storm Water Permit (IP). The storm water control measures address storm water mitigation for the area within the boundary of Area of Concern (AOC) 72-001. This action meets the requirements of the IP for S-SMA-6 for storm water controls by a combination of: preventing exposure of upstream storm water and storm water generated within the channel to the AOC and totally retaining storm water falling outside the channel but within the AOC.

Hathcock, Charles D. [Los Alamos National Laboratory

2012-08-27T23:59:59.000Z

184

Effects of hydropower operations on recreational use and nonuse values at Glen Canyon and Flaming Gorge Dams  

DOE Green Energy (OSTI)

Increases in streamflows are generally positively related to the use values of angling and white-water boating, and constant flows tend to increase the use values more than fluctuating flows. In most instances, however, increases in streamflows beyond some threshold level cause the use values to decrease. Expenditures related to angling and white-water boating account for about $24 million of activity in the local economy around Glen Canyon Dam and $24.8 million in the local economy around flaming Gorge Dam. The range of operational scenarios being considered in the Western Area Power Administration`s Electric Power Marketing Environmental Impact Statement, when use rates are held constant, could change the combined use value of angling and white-water boating below Glen Canyon Dam, increasing it by as much as 50%, depending on prevailing hydrological conditions. Changes in the combined use value below Flaming Gorge Dam could range from a decrease of 9% to an increase of 26%. Nonuse values, such as existence and bequest values, could also make a significant contribution to the total value of each site included in this study; however, methodological and data limitations prevented estimating how each operational scenario could change nonuse values.

Carlson, J.L.

1995-03-01T23:59:59.000Z

185

Financial analysis of experimental releases conducted at Glen Canyon Dam during water years 2006 through 2010.  

SciTech Connect

Because of concerns about the impact that Glen Canyon Dam (GCD) operations were having on downstream ecosystems and endangered species, the Bureau of Reclamation (Reclamation) conducted an Environmental Impact Statement (EIS) on dam operations (DOE 1996). New operating rules and management goals for GCD that had been specified in the Record of Decision (ROD) (Reclamation 1996) were adopted in February 1997. In addition to issuing new operating criteria, the ROD mandated experimental releases for the purpose of conducting scientific studies. A report released in January 2011 examined the financial implications of the experimental flows that were conducted at the GCD from 1997 to 2005. This report continues the analysis and examines the financial implications of the experimental flows conducted at the GCD from 2006 to 2010. An experimental release may have either a positive or negative impact on the financial value of energy production. This study estimates the financial costs of experimental releases, identifies the main factors that contribute to these costs, and compares the interdependencies among these factors. An integrated set of tools was used to compute the financial impacts of the experimental releases by simulating the operation of the GCD under two scenarios, namely, (1) a baseline scenario that assumes both that operations comply with the ROD operating criteria and the experimental releases that actually took place during the study period, and (2) a 'without experiments' scenario that is identical to the baseline scenario of operations that comply with the GCD ROD, except it assumes that experimental releases did not occur. The Generation and Transmission Maximization (GTMax) model was the main simulation tool used to dispatch GCD and other hydropower plants that comprise the Salt Lake City Area Integrated Projects (SLCA/IP). Extensive data sets and historical information on SLCA/IP powerplant characteristics, hydrologic conditions, and Western Area Power Administration's (Western's) power purchase prices were used for the simulation. In addition to estimating the financial impact of experimental releases, the GTMax model was also used to gain insights into the interplay among ROD operating criteria, exceptions that were made to criteria to accommodate the experimental releases, and Western operating practices. Experimental releases in some water years resulted in financial benefits to Western while others resulted in financial costs. During the study period, the total financial costs of all experimental releases were more than $4.8 million.

Poch, L. A.; Veselka, T. D.; Palmer, C. S.; Loftin, S.; Osiek, B. (Decision and Information Sciences); (Western Area Power Administration, Colorado River Storage Project Management Center)

2011-08-22T23:59:59.000Z

186

Structural fabric of the Palisades Monocline: a study of positive inversion, Grand Canyon, Arizona  

E-Print Network (OSTI)

A field study of positive inversion is conducted to describe associated structural fabrics and to infer kinematic development of the Palisades Monocline, Grand Canyon, Arizona. These features are then compared to sand, clay and solid rock models of positive inversion to test model results and improve understanding of inversion processes. The N40W 90 oriented Palisades fault underlying the monocline has experienced northeast-southwest Precambrian extension and subsequent northeastsouthwest Laramide contraction. The magnitude of inversion is estimated to be 25% based on vertical offset across the fault, although this does not account for flexure or horizontal shortening. The preferred N50W 90 joint and vein orientation and N50W 68 NE and SW conjugate normal faults are consistent with the Palisades fault and northeastsouthwest extension. The N45E 90 joint orientation and approximately N40W 28 NE and SW conjugate thrust faults are consistent with northeast-southwest contraction. The deformation is characterized by three domains across the fault zone: 1) the hanging wall, 2) the footwall, and 3) an interior, fault-bounded zone between the hanging wall and footwall. Extensional features are preserved and dominate the hanging wall, contractional features define footwall deformation, and the interior, fault-bounded zone is marked by the co-existence of extensional and contractional features. Extension caused a master normal fault and hanging wall roll-over with distributed joints, veinsand normal faults. During inversion, contraction induced reverse reactivation of existing hanging wall faults, footwall folding and footwall thrust-faulting. Precambrian normal slip along the master normal fault and subsequent Laramide reverse slip along the new footwall bounding fault created an uplifted domain of relatively oldest strata between the hanging wall and footwall. Physical models of co-axial inversion suggest consistent development of the three domains of deformation described at the Palisades fault, however the models often require magnitudes of inversion greater than 50%. Although vertical block motion during horizontal compression is not predicted directly by the Mohr-Coulomb criterion, physical models and analytical solutions (incorporating Mohr- Coulomb criterion) suggest maximum stress trajectories and near vertical failure above high angle basement faults that compare favorably with the Palisades fault zone.

Orofino, James Cory

2006-05-01T23:59:59.000Z

187

Integrated reservoir study of the 8 reservoir of the Green Canyon 18 field  

E-Print Network (OSTI)

The move into deeper waters in the Gulf of Mexico has produced new opportunities for petroleum production, but it also has produced new challenges as different reservoir problems are encountered. This integrated reservoir characterization effort has provided useful information about the behavior and characteristics of a typical unconsolidated, overpressured, fine-grained, turbidite reservoir, which constitutes the majority of the reservoirs present in the Outer Continental Shelf of the Gulf of Mexico. Reservoirs in the Green Canyon 18 (GC 18) field constitute part of a turbidite package with reservoir quality typically increasing with depth. Characterization of the relatively shallow 8 reservoir had hitherto been hindered by the difficulty in resolving its complex architecture and stratigraphy. Furthermore, the combination of its unconsolidated rock matrix and abnormal pore pressure has resulted in severe production-induced compaction. The reservoir's complex geology had previously obfuscated the delineation of its hydrocarbon accumulation and determination of its different resource volumes. Geological and architectural alterations caused by post-accumulation salt tectonic activities had previously undermined the determination of the reservoir's active drive mechanisms and their chronology. Seismic interpretation has provided the reservoir geometry and topography. The reservoir stratigraphy has been defined using log, core and seismic data. With well data as pilot points, the spatial distribution of the reservoir properties has been defined using geostatistics. The resulting geological model was used to construct a dynamic flow model that matched historical production and pressure data.. The reservoir's pressure and production behavior indicates a dominant compaction drive mechanism. The results of this work show that the reservoir performance is influenced not only by the available drive energy, but also by the spatial distribution of the different facies relative to well locations. The study has delineated the hydrocarbon bearing reservoir, quantified the different resource categories as STOIIP/GIIP = 19.8/26.2 mmstb/Bscf, ultimate recovery = 9.92/16.01 mmstb/Bscf, and reserves (as of 9/2001) = 1.74/5.99 mmstb/Bscf of oil and gas, respectively. There does not appear to be significant benefit to infill drilling or enhanced recovery operations.

Aniekwena, Anthony Udegbunam

2003-08-01T23:59:59.000Z

188

Large-Eddy Simulation of Flow and Pollutant Transport in Street Canyons of Different Building-Height-to-Street-Width Ratios  

Science Conference Proceedings (OSTI)

This study employs a large-eddy simulation technique to investigate the flow, turbulence structure, and pollutant transport in street canyons of building-height-to-street-width (aspect) ratios of 0.5, 1.0, and 2.0 at a Reynolds number of 12 000 ...

Chun-Ho Liu; Mary C. Barth; Dennis Y. C. Leung

2004-10-01T23:59:59.000Z

189

Near-Surface Currents in DeSoto Canyon (1997–99): Comparison of Current Meters, Satellite Observation, and Model Simulation  

Science Conference Proceedings (OSTI)

This study evaluates a data-assimilated model simulation of near-surface circulation in DeSoto Canyon (DSC), Gulf of Mexico, with emphasis on analyzing moored current-meter observations and comparing them with satellite data and model results. ...

Dong-Ping Wang; Lie-Yauw Oey; Tal Ezer; Peter Hamilton

2003-01-01T23:59:59.000Z

190

High-Resolution Carbon Isotope Stratigraphy, Pennsylvanian Snaky Canyon Formation, East-Central Idaho: Implications for Regional and Global Correlations  

E-Print Network (OSTI)

Nearly 550 samples of fine grained carbonates, collected every 0.5 to 1.0 m from the Bloom Member of the Snaky Canyon Formation at Gallagher Peak, Idaho, were analyzed to determine the high-resolution carbon isotope stratigraphy. To constrain for diagenesis, thin sections were petrographically analyzed and viewed using cathodoluminescence microscopy. Chemical analyses were performed using an electron microprobe. Average delta18O and delta13C values from the Bloom Member are -4.5% +/- 1.6% (1 sigma) and 2.1% +/- 1.1%, respectively. Maximum delta13C values are about 1% higher for the Desmoinesian and Missourian than the Morrowan and Atokan, similar to results from the Yukon Territory. delta18O and delta13C values are lowest for crystalline mosaic limestones and siltstones, moderate for packstones, wackestones, and mudstones, and highest for boundstones and grainstones. The delta13C profile from Gallagher Peak consists of high frequency 1% oscillations with several larger excursions. No large delta13C increase at the base of the section suggests the Mid-Carboniferous boundary is in the underlying Bluebird Mountain formation. delta13C of Gallagher Peak and Arrow Canyon, NV, correlate well from 318 to 310 Ma, but correlation becomes more difficult around 310 Ma. This may result from increased restriction of the Snaky Canyon platform beginning in the Desmoinesian. Most of the short term (<1 Ma) isotopic excursions are the result of diagenesis. Two of the largest negative excursions at Gallagher Peak correlate with two large negative excursions at Big Hatchet Peak, NM, possibly due to sea level lowstands of the Desmoinesian. Phylloid algal mounds at Gallagher Peak are associated with positive excursions because of original aragonite composition and increased open marine influence. Positive excursions related to other facies characteristics also result from increased marine influence. The delta13C curve for the upper half of Gallagher Peak contains three repeated cycles of increasing delta13C over 1-1.5 Ma, which are possibly related to long-term sea level fluctuations. Given the complexity of each local environment, without detailed biostratigraphy, detailed rock descriptions, and analysis of the various rock components, delta13C stratigraphy of whole rocks can be misinterpreted.

Jolley, Casey

2012-05-01T23:59:59.000Z

191

Underground Infrastructure Impacts Due to a Surface Burst Nuclear Device in an Urban Canyon Environment  

SciTech Connect

Investigation of the effects of a nuclear device exploded in a urban environment such as the Chicago studied for this particular report have shown the importance on the effects from the urban canyons so typical of today's urban environment as compared to nuclear test event effects observed at the Nevada Test Site (NTS) and the Pacific Testing Area on which many of the typical legacy empirical codes are based on. This report first looks at the some of the data from nuclear testing that can give an indication of the damage levels that might be experienced due to a nuclear event. While it is well known that a above ground blast, even a ground burst, very poorly transmits energy into the ground ( < 1%) and the experimental results discussed here are for fully coupled detonations, these results do indicate a useful measure of the damage that might be expected. The second part of the report looks at effects of layering of different materials that typically would make up the near ground below surface environment that a shock would propagate through. As these simulations support and is widely known in the community, the effects of different material compositions in these layers modify the shock behavior and especially modify the energy dispersal and coupling into the basement structures. The third part of the report looks at the modification of the underground shock effects from a surface burst 1 KT device due to the presence of basements under the Chicago buildings. Without direct knowledge of the basement structure, a simulated footprint of a uniform 20m depth was assumed underneath each of the NGI defined buildings in the above ground environment. In the above ground case, the underground basement structures channel the energy along the line of site streets keeping the shock levels from falling off as rapidly as has been observed in unobstructed detonations. These simulations indicate a falloff of factors of 2 per scaled length as compared to 10 for the unobstructed case. Again, as in the above ground case, the basements create significant shielding causing the shock profile to become more square and reducing the potential for damage diagonal to the line of sight streets. The results for a 1KT device is that the heavily damaged zone (complete destruction) will extend out to 50m from the detonation ({approx}100m for 10KT). The heavily to moderately damaged zone will extend out to 100m ({approx}200m for 10KT). Since the destruction will depend on geometric angle from the detonation and also the variability of response for various critical infrastructure, for planning purposes the area out to 100m from the detonation should be assumed to be non-operational. Specifically for subway tunnels, while not operational, they could be human passable for human egress in the moderately damaged area. The results of the simulations presented in this report indicate only the general underground infrastructure impact. Simulations done with the actual basement geometry would be an important improvement. Equally as important or even more so, knowing the actual underground material configurations and material composition would be critical information to refine the calculations. Coupling of the shock data into structural codes would help inform the emergency planning and first response communities on the impact to underground structures and the state of buildings after the detonation.

Bos, Randall J. [Los Alamos National Laboratory; Dey, Thomas N. [Los Alamos National Laboratory; Runnels, Scott R. [Los Alamos National Laboratory

2012-07-03T23:59:59.000Z

192

Decreasing Slip Rates From12.8 Ma to Present on the Solitario Canyon Fault at Yucca Mountain, Nevada  

DOE Green Energy (OSTI)

The Solitario Canyon fault, which bounds the west side of Yucca Mountain, Nevada, is the closest fault with Quaternary offset adjacent to the proposed spent nuclear fuel and high-level radioactive waste repository. Dip-slip offset between 12.8 and 10.7 Ma is determined from lithostratigraphic displacement in boreholes USW H-3 and USW WT-7, drilled in the footwall and hanging wall, respectively. The base of the 12.8-Ma Topopah Spring Tuff is interpreted to have 463.3 m of separation across the fault, an average dip slip rate of 0.036 mm/yr. Previous researchers identified a geothermal system active from 11.5 to 10.0 Ma with peak activity at 10.7 Ma that resulted in pervasive alteration of vitric rock to zeolitic minerals where the rocks were in the ground-water saturated zone. The contact between vitric (V) and pervasively zeolitic (Z) rocks cuts across the lithostratigraphic section and offset of this V-Z boundary can be used to measure slip rates between 12.8 and 10.7 Ma. In H-3, the V-Z boundary is 138.4 m below the base of the vitric, densely welded subzone of the Topopah Spring Tuff (Tptpv3). In WT-7, although the V-Z boundary is identified at the base of the Tptpv3, borehole video, cuttings, and geophysical log data indicate the Tptpv3 has well-developed zeolitic alteration along fractures, and this implies 19.5 m of the total thickness of Tptpv3 (and probably additional overlying crystallized rocks) also were in the saturated zone by 10.7 Ma. The V-Z relations across the Solitario Canyon fault in H-3 and WT-7 indicate a minimum of 157.9 m of separation before 10.7 Ma, which is 34.1 percent of the total slip of the Topopah Spring Tuff, and a minimum dip slip rate of 0.075 mm/yr from 12.8 to 10.7 Ma. These data are consistent with the broader structural history of the area near Yucca Mountain. Previous workers used angular unconformities, tilting of structural blocks, and paleomagnetic data to constrain the main period of extensional faulting between 12.7 and 8.5 Ma. Paleoseismic studies in Quaternary deposits documented slip rates on the Solitario Canyon fault from 0.01 to 0.02 mm/yr since 0.077 and 0.20 Ma. The decrease of extensional activity slip rates data on the Solitario Canyon fault provide evidence of decreasing tectonic activity from the middle Miocene to present.

D. Buesch

2006-07-11T23:59:59.000Z

193

Advanced Oil Recovery Technologies for Improved Recovery from Slope Basin Clastic Reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, NM  

Science Conference Proceedings (OSTI)

The Nash Draw Brushy Canyon Pool in Eddy County New Mexico was a cost-shared field demonstration project in the U.S. Department of Energy Class III Program. A major goal of the Class III Program was to stimulate the use of advanced technologies to increase ultimate recovery from slope-basin clastic reservoirs. Advanced characterization techniques were used at the Nash Draw Pool (NDP) project to develop reservoir management strategies for optimizing oil recovery from this Delaware reservoir. The objective of the project was to demonstrate that a development program, which was based on advanced reservoir management methods, could significantly improve oil recovery at the NDP. Initial goals were (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to other oil and gas producers. Analysis, interpretation, and integration of recently acquired geological, geophysical, and engineering data revealed that the initial reservoir characterization was too simplistic to capture the critical features of this complex formation. Contrary to the initial characterization, a new reservoir description evolved that provided sufficient detail regarding the complexity of the Brushy Canyon interval at Nash Draw. This new reservoir description was used as a risk reduction tool to identify 'sweet spots' for a development drilling program as well as to evaluate pressure maintenance strategies. The reservoir characterization, geological modeling, 3-D seismic interpretation, and simulation studies have provided a detailed model of the Brushy Canyon zones. This model was used to predict the success of different reservoir management scenarios and to aid in determining the most favorable combination of targeted drilling, pressure maintenance, well stimulation, and well spacing to improve recovery from this reservoir. An Advanced Log Analysis technique developed from the NDP project has proven useful in defining additional productive zones and refining completion techniques. This program proved to be especially helpful in locating and evaluating potential recompletion intervals, which has resulted in low development costs with only small incremental increases in lifting costs. To develop additional reserves at lower costs, zones behind pipe in existing wells were evaluated using techniques developed for the Brushy Canyon interval. These techniques were used to complete uphole zones in thirteen of the NDP wells. A total of 14 recompletions were done: four during 1999, four during 2000, two during 2001, and four during 2002-2003. These workovers added reserves of 332,304 barrels of oil (BO) and 640,363 MCFG (thousand cubic feet of gas) at an overall weighted average development cost of $1.87 per BOE (barrel of oil equivalent). A pressure maintenance pilot project in a developed area of the field was not conducted because the pilot area was pressure depleted, and the reservoir in that area was found to be compartmentalized and discontinuous. Economic analyses and simulation studies indicated that immiscible injection of lean hydrocarbon gas for pressure maintenance was not warranted at the NDP and would need to be considered for implementation in similar fields very soon after production has started. Simulation studies suggested that the injection of miscible carbon dioxide (CO{sub 2}) could recover significant quantities of oil at the NDP, but a source of low-cost CO{sub 2} was not available in the area. Results from the project indicated that further development will be under playa lakes and potash areas that were beyond the regions covered by well control and are not accessible with vertical wells. These areas, covered by 3-D seismic surveys that were obtained as part of the project, were accessed with combinations of deviated/horizontal wells. Three directional/horizontal wells have been drilled and completed to develop reserves under surface-restricted areas and potash mines. The third

Mark B. Murphy

2005-09-30T23:59:59.000Z

194

INCREASING OIL RECOVERY THROUGH ADVANCED REPROCESSING OF 3D SEISMIC, GRANT CANYON AND BACON FLAT FIELDS, NYE COUNTY, NEVADA  

SciTech Connect

Makoil, Inc., of Orange, California, with the support of the U.S. Department of Energy has reprocessed and reinterpreted the 3D seismic survey of the Grant Canyon area, Railroad Valley, Nye County, Nevada. The project was supported by Dept. of Energy Grant DE-FG26-00BC15257. The Grant Canyon survey covers an area of 11 square miles, and includes Grant Canyon and Bacon Flat oil fields. These fields have produced over 20 million barrels of oil since 1981, from debris slides of Devonian rocks that are beneath 3,500 to 5,000 ft of Tertiary syntectonic deposits that fill the basin of Railroad Valley. High-angle and low-angle normal faults complicate the trap geometry of the fields, and there is great variability in the acoustic characteristics of the overlying valley fill. These factors combine to create an area that is challenging to interpret from seismic reflection data. A 3D seismic survey acquired in 1992-93 by the operator of the fields has been used to identify development and wildcat locations with mixed success. Makoil believed that improved techniques of processing seismic data and additional well control could enhance the interpretation enough to improve the chances of success in the survey area. The project involved the acquisition of hardware and software for survey interpretation, survey reprocessing, and reinterpretation of the survey. SeisX, published by Paradigm Geophysical Ltd., was chosen as the interpretation software, and it was installed on a Dell Precision 610 computer work station with the Windows NT operating system. The hardware and software were selected based on cost, possible addition of compatible modeling software in the future, and the experience of consulting geophysicists in the Billings area. Installation of the software and integration of the hardware into the local office network was difficult at times but was accomplished with some technical support from Paradigm and Hewlett Packard, manufacturer of some of the network equipment. A number of improvements in the processing of the survey were made compared to the original work. Pre-stack migration was employed, and some errors in muting in the original processing were found and corrected. In addition, improvements in computer hardware allowed interactive monitoring of the processing steps, so that parameters could be adjusted before completion of each step. The reprocessed survey was then loaded into SeisX, v. 3.5, for interpretation work. Interpretation was done on 2, 21-inch monitors connected to the work station. SeisX was prone to crashing, but little work was lost because of this. The program was developed for use under the Unix operating system, and some aspects of the design of the user interface betray that heritage. For example, printing is a 2-stage operation that involves creation of a graphic file using SeisX and printing the file with printer utility software. Because of problems inherent in using graphics files with different software, a significant amount of trial and error is introduced in getting printed output. Most of the interpretation work was done using vertical profiles. The interpretation tools used with time slices are limited and hard to use, but a number to tools and techniques are available to use with vertical profiles. Although this project encountered a number of delays and difficulties, some unavoidable and some self-inflicted, the result is an improved 3D survey and greater confidence in the interpretation. The experiences described in this report will be useful to those that are embarking on a 3D seismic interpretation project.

Eric H. Johnson; Don E. French

2001-06-01T23:59:59.000Z

195

Late Pleistocene to Recent sediment transport pathways of the Green Canyon OCS area, northern Gulf of Mexico  

E-Print Network (OSTI)

This study addresses some of the complexities of sediment transport systems on the continental slope of the Green Canyon OCS area south of the Louisiana coast. Five Late Pleistocene to Recent sedimentary sequences are identified using a combination of seismic and well data. Sediments are transported through pathways characterized by erosional surfaces and numerous channels which form as sediments remobilize and become transported downslope. Pathway margins are constricted by physiographic highs. Several processes are identified as means of carrying fine-grained sediments to and across the continental slope. The most important of these are mass movements (slumps and slides), debris flows, and turbidity currents. Faulting and/or slumping at the shelf edge remobilizes sediments which are then carried further downslope. These remobilized sediments may be transported as debris flows or other undifferentiated high-density flows, or may develop into turbidity currents which deposit graded sediments in response to decreases in slope gradient. Slumps and slides off salt uplifts also deposit large volumes of sediments into adjacent intraslope basins and sediment transport pathways, where they may contribute significant amounts of material to the downslope transport of sediments. Discrete channels are not often observed in the pathways due to multiple episodes of channel formation and erosion which occurred during a single sea level lowstand. These multiple episodes tend to remove or obscure prominent channel features. Sedimentation is cyclic. During one sea level lowstand a sequence is deposited in and along narrow pathways which successively fill intraslope basins from the shelf edge downslope. As each basin is filled, sediments spill over and continue downslope to a lower basin. Sedimentation during the next sea level lowstand occurs in broader pathways. Less sediments are deposited in the intraslope basin areas because they remain filled from the previous sequence. By the time of deposition of the next sequence, movement of underlying salt sheets has changed the shape of the pathway. The sedimentation pattern repeats as lower depressions fill and sediments spill over. Pathways transport slope sediments in the Green canyon area. Discrete channels are not often observed in the pathways. This is a result of two mechanisms: 1) multiple episodes of erosion during a sea level lowstand tend to remove or obscure prominent channel features, and 2) most sediments deposited within the pathways are mass transport deposits which do not often become channelized. The pathways are characterized by erosional surfaces and numerous conduits which form as sediments remobilize and become transported downslope. They are laterally relatively persistent, being constricted by structural highs,

Swanson, John Patrick

1994-01-01T23:59:59.000Z

196

Analyzing the connectivity potential of landscape geomorphic systems: a radar remote sensing and GIS approach, Estufa Canyon, Texas, USA  

E-Print Network (OSTI)

Connectivity is considered one of the fundamental aspects that influences the rate of mass movement in the landscape. The connectivity aspect has been acknowledged from various conceptual geomorphic frameworks. None of these provided a developmental methodology for studying the connectivity of geomorphic systems, especially at the scale of the fluvial system. The emphasis in this research is placed on defining variables of the geomorphic systems that influence the connectivity potential of these systems. The landscape gradient, which is extracted from the Digital Elevation Model (DEM), and the surface roughness, which is extracted from radar images, are used to analyze the connectivity potential of geomorphic systems in the landscape. Integration of these variables produces a connectivity potential index of the various geomorphic systems that compose the fluvial system. High values of the connectivity potential index indicate high potential of the geomorphic system to transport mass whereas the low values indicate low potential of the geomorphic system to transport mass in the landscape. Using the mean values of the connectivity potential index, the geomorphic systems in the landscape can be classified into geomorphic systems of low connectivity potential, geomorphic systems of intermediate connectivity potential and geomorphic systems of high connectivity potential. In addition to the determination of the relative connectivity potential of various geomorphic systems, the connectivity potential index is used to analyze the system-wide connectivity. The ratios between the connectivity potential index of the upstream geomorphic systems and the connectivity potential index of the downstream geomorphic systems define system-wide connectivity in the landscape. High ratios reflect the high potential of the upstream geomorphic systems to transport mass in the downstream direction. Low ratios indicate the influence of the downstream geomorphic systems in maximizing mass movement in the upstream geomorphic systems. The presence of high and low ratios suggests the presence of a high system-wide connectivity. As the ratio approaches unity, mass movement is minimized in the landscape indicating low system-wide connectivity. Applying the above approach to Estufa Canyon, Texas, illustrated that Estufa Canyon is a dynamic fluvial system with high system-wide connectivity.

Ibrahim, ElSayed Ali Hermas

2005-08-01T23:59:59.000Z

197

Draft Supplement to the Environmental Statement Fiscal Year 1976 Proposed Program : Facilty Location Evaluation for Franklin-Badger Canyon 230-kV Line and Badger Canyon Substation Study Area 74-6B.  

SciTech Connect

Proposed is the construction of a 15-mile, 230-kV double-circuit transmission line from Franklin Substation near Pasco, Washington, to a proposed new Badger Canyon Substation to be constructed 5 miles west of Kennewick, Washington. Depending on the final route location chosen, approximately 15 miles of 230-kV double circuit transmission line requiring 5.6 miles of new and 9.4 miles of existing right-of-way would be needed as well as approximately 2500 feet of new access road. Land use affected includes crossing Sacajawea State Park and passig through irrigated cropland and grassland on existing right-of-way, and depending on the alternative route chosen, could cross land proposed for residential development and a proposed interstate highway. An additional 10 to 11 acres of potential cropland would be required for the proposed substation. Disturbance to wildlife during construction would occur and habitat associated with the above land uses would be eliminated. Some erosion and sedimentation would occur. Visual impacts would affect Sacajawea State Park, a proposed highway, and potential residential development land. Noise and other disturbances to residents will occur, primarily during construction.

United States. Bonneville Power Administration.

1974-10-22T23:59:59.000Z

198

Use of Modeling for Prevention of Solids Formation During Canyon Processing of Legacy Nuclear Materials at the Savannah River Site  

Science Conference Proceedings (OSTI)

The Savannah River Site (SRS) Environmental Management (EM) nuclear material stabilization program includes the dissolution and processing of legacy materials from various DOE sites. The SRS canyon facilities were designed to dissolve and process spent nuclear fuel and targets. As the processing of typical materials is completed, unusual and exotic nuclear materials are being targeted for stabilization. These unusual materials are often difficult to dissolve using historical flowsheet conditions and require more aggressive dissolver solutions. Solids must be prevented in the dissolver to avoid expensive delays associated with the build-up of insoluble material in downstream process equipment. Moreover, it is vital to prevent precipitation of all solids, especially plutonium-bearing solids, since their presence in dissolver solutions raises criticality safety issues. To prevent precipitation of undesirable solids in aqueous process solutions, the accuracy of computer models to predict precipitate formation requires incorporation of plant specific fundamental data. These data are incorporated into a previously developed thermodynamic computer program that applies the Pitzer correlation to derive activity coefficient parameters. This improved predictive model will reduce unwanted precipitation in process solutions at DOE sites working with EM nuclear materials in aqueous solutions.

Rhodes, W. D.; Crooks III, W. J.; Christian, J. D.

2002-02-26T23:59:59.000Z

199

Floodplain Assessment for the Proposed Outdoor Fire Range Upgrades at TA-72 in Lower Sandia Canyon, Los Alamos National Laboratory  

Science Conference Proceedings (OSTI)

Los Alamos National Laboratory (LANL) is preparing to implement actions in Sandia Canyon at Technical Area (TA) 72. Los Alamos National Security (LANS) biologists conducted a floodplain determination and this project is partially located within a 100-year floodplain. The proposed project is to upgrade the existing outdoor shooting range facilities at TA-72. These upgrades will result in increased safety and efficiencies in the training for Protective Force personnel. In order to remain current on training requirements, the firing ranges at TA-72 will be upgraded which will result in increased safety and efficiencies in the training for Protective Force personnel (Figure 1). These upgrades will allow for an increase in class size and more people to be qualified at the ranges. Some of these upgrades will be built within the 100-year floodplain. The upgrades include: concrete pads for turning target systems and shooting positions, new lighting to illuminate the firing range for night fire, a new speaker system for range operations, canopies at two locations, an impact berm at the far end of the 300-yard mark, and a block wall for road protection.

Hathcock, Charles D. [Los Alamos National Laboratory

2012-08-27T23:59:59.000Z

200

Structural restoration of Louann Salt and overlying sediments, De Soto Canyon Salt Basin, northeastern Gulf of Mexico  

E-Print Network (OSTI)

The continental margin of the northeastern Gulf of Mexico is suited for seismic stratigraphic analysis and salt tectonism analysis. Jurassic strata include the Louann Salt on the continental shelf and upper slope of the Destin Dome OCS area, northeastern Gulf of Mexico. These sediments were deposited in a slowly subsiding, stable tectonic environment. Two-dimensional (2-D) seismic data, supplemented with well log, paleontologic and velocity information were used to infer structural and stratigraphic features, especially small faults in the deep part of the De Soto Canyon Salt Basin area. Six sequence boundaries or correlative paleohorizons were interpreted on Landmark seismic interpretation workstation. They are Base of Salt or Equivalent, Top of Salt, Top of Smackover Formation, Top of Cotton Valley Group, Middle Cretaceous sequence boundary, and Top of Upper Cretaceous. Information generated from structural and stratigraphic analysis are used to analyze the evolution of salt movement and salt mechanism in this area. I used a software package Restore (Dan Schultz-Ela and Ken Duncan, 1991) for structural restoration. This program is suitable for extensional terrane. The restoration of one depth section was achieved through steps introduced by Restore. Regional extension, gravity spreading, and gliding are the most important mechanism of salt flow, buoyancy and differential loading mainly contribute to the vertical development of salt structure in this area.

Guo, Mengdong

1997-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


201

BRIGHAM YOUNG UNIVERSITY G E O L O G I C A L S O C I E T Y O F A M E R I C A  

E-Print Network (OSTI)

Valley coal mine access road to the east. Sevier-Emery County line. Joe's Valley graben fault system to the north on the eastern edge of the Wasatch Plateau. Quitchupah Creek. Browning coal mine in the distance shale mines in the G-coal zone on the right. 71.4 0.3 STOP 3. Miller Canyon: stratigraphy of Kf-4 and Kf

Seamons, Kent E.

202

Improved accountability method for measuring enriched uranium in H-Canyon dissolver solution at the Savannah River Site  

SciTech Connect

At the Savannah River Site (SRS), accountability measurement of enriched uranium dissolved in H-Canyon is performed using isotope dilution mass spectrometry (IDMS). In the IDMS analytical method, a known quantity of uranium{sup 233} is added to the sample solution containing enriched uranium and fission products. The resulting uranium mixture must first be purified using a separation technique in the shielded analytical(``hot``) cells to lower radioactivity levels by removing fission products. Following this purification, the sample is analyzed by mass spectrometry to determine the total uranium content and isotopic abundance. The magnitude of the response of each uranium isotope in the sample solution and the response of the U{sup 233} spike is measured. By ratioing these responses, relative to the known quantity of the U{sup 233} spike, the uranium content can be determined. A hexane solvent extraction technique, used for years at SRS to remove fission products prior to the mass spectrometry analysis of uranium, has several problems. The hexone method is tedious, requires additional sample clean-up after the purified sample is removed from the shielded cells and requires the use of Resource Conservation and Recovery Act (RCRA)-listed hazardous materials (hexone and chromium compounds). A new high speed separation method that enables a rapid removal of fission products in a shielded cells environment has been developed by the SRS Central Laboratory to replace the hexone method. The new high speed column extraction chromatography technique employs applied vacuum and columns containing tri (2-ethyl-hexyl) phosphate (TEHP) solvent coated on a small particle inert support (SM-7 Bio Beads). The new separation is rapid, user friendly, eliminates the use of the RCA-listed hazardous chemicals and reduces the amount of solid waste generated by the separation method. 2 tabs. 4 figs.

Maxwell, S.L. III; Satkowski, J.; Mahannah, R.N.

1992-08-01T23:59:59.000Z

203

Improved accountability method for measuring enriched uranium in H-Canyon dissolver solution at the Savannah River Site  

SciTech Connect

At the Savannah River Site (SRS), accountability measurement of enriched uranium dissolved in H-Canyon is performed using isotope dilution mass spectrometry (IDMS). In the IDMS analytical method, a known quantity of uranium{sup 233} is added to the sample solution containing enriched uranium and fission products. The resulting uranium mixture must first be purified using a separation technique in the shielded analytical( hot'') cells to lower radioactivity levels by removing fission products. Following this purification, the sample is analyzed by mass spectrometry to determine the total uranium content and isotopic abundance. The magnitude of the response of each uranium isotope in the sample solution and the response of the U{sup 233} spike is measured. By ratioing these responses, relative to the known quantity of the U{sup 233} spike, the uranium content can be determined. A hexane solvent extraction technique, used for years at SRS to remove fission products prior to the mass spectrometry analysis of uranium, has several problems. The hexone method is tedious, requires additional sample clean-up after the purified sample is removed from the shielded cells and requires the use of Resource Conservation and Recovery Act (RCRA)-listed hazardous materials (hexone and chromium compounds). A new high speed separation method that enables a rapid removal of fission products in a shielded cells environment has been developed by the SRS Central Laboratory to replace the hexone method. The new high speed column extraction chromatography technique employs applied vacuum and columns containing tri (2-ethyl-hexyl) phosphate (TEHP) solvent coated on a small particle inert support (SM-7 Bio Beads). The new separation is rapid, user friendly, eliminates the use of the RCA-listed hazardous chemicals and reduces the amount of solid waste generated by the separation method. 2 tabs. 4 figs.

Maxwell, S.L. III; Satkowski, J.; Mahannah, R.N.

1992-01-01T23:59:59.000Z

204

Generating Economic Development from a Wind Power Plant in Spanish Fork Canyon, Utah: A Case Study and Analysis of State-Level Economic Impacts  

Wind Powering America (EERE)

Generating Economic Development from a Wind Power Generating Economic Development from a Wind Power Project in Spanish Fork Canyon, Utah: A Case Study and Analysis of State-Level Economic Impacts Sandra Reategui Edwin R. Stafford, Ph.D. Cathy L. Hartman, Ph.D. Center for the Market Diffusion of Renewable Energy and Clean Technology Jon M. Huntsman School of Business Utah State University 3560 Old Main Hill Logan, Utah 84322-3560 January 2009 DOE/GO-102009-2760 Acknowledgements ....................................................................................................................... 1 Introduction ................................................................................................................................... 2 Report Overview ......................................................................................................................... 2

205

FEASIBILITY STUDY FOR THE DEVELOPMENT OF A TEST BED PROGRAM FOR NOVEL DETECTORS AND DETECTOR MATERIALS AT SRS H-CANYON SEPARATIONS FACILITY  

Science Conference Proceedings (OSTI)

Researchers at the Savannah River National Laboratory (SRNL) have proposed that a test bed for advanced detectors be established at the H-Canyon separations facility located on the DOE Savannah River Site. The purpose of the proposed test bed will be to demonstrate the capabilities of emerging technologies for national and international safeguards applications in an operational environment, and to assess the ability of proven technologies to fill any existing gaps. The need for such a test bed has been expressed in the National Nuclear Security Administration's (NNSA) Next Generation Safeguards Initiative (NGSI) program plan and would serve as a means to facilitate transfer of safeguards technologies from the laboratory to an operational environment. New detectors and detector materials open the possibility of operating in a more efficient and cost effective manner, thereby strengthening national and international safeguards objectives. In particular, such detectors could serve the DOE and IAEA in improving timeliness of detection, minimizing uncertainty and improving confidence in results. SRNL's concept for the H Canyon test bed program would eventually open the facility to other DOE National Laboratories and establish a program for testing national and international safeguards related equipment. The initial phase of the test bed program is to conduct a comprehensive feasibility study to determine the benefits and challenges associated with establishing such a test bed. The feasibility study will address issues related to the planning, execution, and operation of the test bed program. Results from the feasibility study will be summarized and discussed in this paper.

Sexton, L.; Mendez-Torres, A.; Hanks, D.

2011-06-07T23:59:59.000Z

206

Revised financial analysis of experimental releases conducted at Glen Canyon Dam during water years 1997 through 2005.  

Science Conference Proceedings (OSTI)

Because of concerns about the impact that Glen Canyon Dam (GCD) operations were having on downstream ecosystems and endangered species, the Bureau of Reclamation (Reclamation) conducted an Environmental Impact Statement (EIS) on dam operations (DOE 1996). New operating rules and management goals for GCD that had been specified in the Record of Decision (ROD) (Reclamation 1996) were adopted in February 1997. In addition to issuing new operating criteria, the ROD mandated experimental releases for the purpose of conducting scientific studies. This paper examines the financial implications of the experimental flows that were conducted at the GCD from 1997 to 2005. An experimental release may have either a positive or negative impact on the financial value of energy production. This study estimates the financial costs of experimental releases, identifies the main factors that contribute to these costs, and compares the interdependencies among these factors. An integrated set of tools was used to compute the financial impacts of the experimental releases by simulating the operation of the GCD under two scenarios, namely, (1) a baseline scenario that assumes operations comply with the ROD operating criteria and experimental releases that actually took place during the study period, and (2) a 'without experiments' scenario that is identical to the baseline scenario of operations that comply with the GCD ROD, except it assumes that experimental releases did not occur. The Generation and Transmission Maximization (GTMax) model was the main simulation tool used to dispatch GCD and other hydropower plants that comprise the Salt Lake City Area Integrated Projects (SLCA/IP). Extensive data sets and historical information on SLCA/IP power plant characteristics, hydrologic conditions, and Western Area Power Administration's (Western's) power purchase prices were used for the simulation. In addition to estimating the financial impact of experimental releases, the GTMax model was also used to gain insights into the interplay among ROD operating criteria, exceptions that were made to criteria to accommodate the experimental releases, and Western operating practices. Experimental releases in some water years resulted in financial benefits to Western whileothers resulted in financial costs. During the study period, the total financial costs of all experimental releases were more than $23 million.

Veselka, T. D.; Poch, L. A.; Palmer, C. S.; Loftin, S.; Osiek, B.; Decision and Information Sciences; Western Area Power Administration, Colorado River Storage Project Management Center

2011-01-11T23:59:59.000Z

207

Spring Canyon RIVERVALLEY  

E-Print Network (OSTI)

Qal Qaf Qaf Qaf Qaf Tcl Qaf Qal Pzrm Qaf Qaf Qaf Pzrm Tog Tcc Tcu Qaf Ts Pzlc Ts Qal Tcu Pzrm Pzrm Ts Jgr Qaf Qaf Pzo Ts Qaf Tcl Pzrm Pzrm Qal Qaf Ts Tcc Tcl Tad Pzrm Tcs Tcs? Pzrm Qp Pzlc Ts Pzrm Qaf Tcl Qaf Tcu Tcl Tcl Tcs Tcs Tb Pzrm Tbm Tcic Ts? Tcs Tcu Pzrm Pzrm Tcu Pzlc Tcc Tcu Tad Pzrm Tct Qaf Tcic

Tingley, Joseph V.

208

Discovery of the base of the Pinal Schist and the Bear Canyon sequence below it in the eastern Metamorphic terrane of the Dos Cabezas mountains, Cochise County, Arizona  

Science Conference Proceedings (OSTI)

The eastern metamorphic terrane of the Dos Cabezas mountains is underlain by Pinal Schist (PS). Recent detailed mapping along the western edge of this terrane shows that a flat planar regional unconformity (UC) bounds this Pinal body at its western stratigraphic base. Below the UC lies 8 km[sup 2] of greenschist facies metapelites and metafelsites here given the provisional name of the Bear Canyon sequence (BCS). The PS above the UC is over 10 stratigraphic km, grading from 1 km conglomerate at the base (clasts are metafelsites and metasediments with very minor quartz and granite) up into 3 km of sandstones and then pelite, all with greenschist facies overprint. Relict bedding with abundant crossbedding is common; the sequence is upright. Foliation parallels bedding. Lineation is absent. The UC itself is well exposed in two places, on both sides of Happy Camp Canyon (HCC). On the west of HCC, the surface is exposed at the mouth of Bear Canyon (NW1/4 Sec. 31, T13S R28E) striking south and then southwest about 4 km, ending in the N center of Sec. 12, T14S R27E. The unconformity and the Pinal above it lie NS 30E in the north and smoothly swing to NE 50 SE in the south. Below the UC are 6 km[sup 2] of metasandstone and metafelsites of the BCS. The metasandstone is quartz-sericite schist with strong lineation ([minus]50 S70E) in its northern km of exposure. Bedding and foliation are NS 60 E in N, and NE 70 SE in S. This schist body is intruded on the E by a dike of quartz-phyric metafelsite to 1 km wide which underlies the UC along its entire length. The felsite shows strong relict flow layering and no foliation. Flow layering is NS 90 in the N, and strikes and dips variably in the S. A 1/4 km[sup 2] metafelsite plug intrudes the schist on the W, with flow layering NE 90. The two exposures of the UC are separated by a Precambrian normal fault striking N45E and dipping moderately SE under HCC alluvial fill; it has about a km of dip slip.

Erickson, R.C. (Sonoma State Univ., Rohnert Park, CA (United States). Geology Dept.)

1993-04-01T23:59:59.000Z

209

Southwestern Regional Partnership For Carbon Sequestration (Phase 2) Pump Canyon CO2- ECBM/Sequestration Demonstration, San Juan Basin, New Mexico  

SciTech Connect

Within the Southwest Regional Partnership on Carbon Sequestration (SWP), three demonstrations of geologic CO{sub 2} sequestration are being performed -- one in an oilfield (the SACROC Unit in the Permian basin of west Texas), one in a deep, unmineable coalbed (the Pump Canyon site in the San Juan basin of northern New Mexico), and one in a deep, saline reservoir (underlying the Aneth oilfield in the Paradox basin of southeast Utah). The Pump Canyon CO{sub 2}-enhanced coalbed methane (CO{sub 2}/ECBM) sequestration demonstration project plans to demonstrate the effectiveness of CO{sub 2} sequestration in deep, unmineable coal seams via a small-scale geologic sequestration project. The site is located in San Juan County, northern New Mexico, just within the limits of the high-permeability fairway of prolific coalbed methane production. The study area for the SWP project consists of 31 coalbed methane production wells located in a nine section area. CO{sub 2} was injected continuously for a year and different monitoring, verification and accounting (MVA) techniques were implemented to track the CO{sub 2} movement inside and outside the reservoir. Some of the MVA methods include continuous measurement of injection volumes, pressures and temperatures within the injection well, coalbed methane production rates, pressures and gas compositions collected at the offset production wells, and tracers in the injected CO{sub 2}. In addition, time-lapse vertical seismic profiling (VSP), surface tiltmeter arrays, a series of shallow monitoring wells with a regular fluid sampling program, surface measurements of soil composition, CO{sub 2} fluxes, and tracers were used to help in tracking the injected CO{sub 2}. Finally, a detailed reservoir model was constructed to help reproduce and understand the behavior of the reservoir under production and injection operation. This report summarizes the different phases of the project, from permitting through site closure, and gives the results of the different MVA techniques.

Advanced Resources International

2010-01-31T23:59:59.000Z

210

Regional characteristics, timing, and significance of dissolution and collapse features in Lower Cretaceous carbonate platform strata, Desoto Canyon area, offshore Alabama-Florida  

E-Print Network (OSTI)

Lower Cretaceous carbonate strata from the central DeSoto Canyon area, offshore Alabama and Florida were studied to determine the extent, intensity, and controlling factors on dissolution-collapse features within these strata. The collapsed zones across the study area were mapped using a tight 2-D seismic grid. The zones of dissolution-collapse form a crude rectilinear pattern in plan view with the average trend of more elongated sections of the dissolution features being subparallel to regional southwestward dip on the Lower Cretaceous platform. Larger collapse features developed near the modern erosional margin that defines the seaward limit of the Lower Cretaceous platform in the study area. Middle Cretaceous strata up to approximately the Coniacian-Santonian unconformity (middle Late Cretaceous age) have numerous compaction-related faults around sagged areas above apparent dissolution-collapse zones within Lower Cretaceous strata. Bi-directional stratal onlap into the collapsed and sagged zones is only found above the Coniacian-Santonian unconformity. These relationships suggest a regional confined freshwater aquifer system developed within the Lower Cretaceous interval at about Coniacian-Santonian time when meteoric groundwater likely flowed from recharge areas to the north in central Alabama and discharged along the western erosional escarpment of the Lower Cretaceous platform. This meteoric groundwater may have mixed either with seawater that infiltrated the platform from the escarpment edge or with hydrogen-sulfide-rich basinal fluids that migrated to structurally high areas (where the dissolution-collapse zones are found). Alternatively, some combination of these mixing processes may have been responsible for the intense and likely still ongoing dissolution in this area of the Lower Cretaceous carbonate platform.

Iannello, Christine

2001-01-01T23:59:59.000Z

211

Characterization of the 3-D Properties of the Fine-Grained Turbidite 8 Sand Reservoir, Green Canyon 18, Gulf of Mexico  

E-Print Network (OSTI)

Understanding the internal organization of the Lower Pleistocene 8 Sand reservoir in the Green Canyon 18 field, Gulf of Mexico, helps to increase knowledge of the geology and the petrophysical properties, and hence contribute to production management in the area. Interpretation of log data from 29 wells, core and production data served to detail as much as possible a geological model destined for a future reservoir simulation. Core data showed that the main facies resulting from fine-grained turbidity currents is composed of alternating sand and shale layers, whose extension is assumed to be large. They correspond to levee and overbank deposits that are usually associated to channel systems. The high porosity values, coming from unconsolidated sediment, were associated to high horizontal permeability but generally low kv/kh ratio. The location of channel deposits was not obvious but thickness maps suggested that two main systems, with a northwest-southeast direction, contributed to the 8 Sand formation deposition. These two systems were not active at the same time and one of them was probably eroded by overlying formations. Spatial relationships between them remained unclear. Shingled stacking of the channel deposits resulted from lateral migration of narrow, meandering leveed channels in the mid part of the turbidite system. Then salt tectonics tilted turbidite deposits and led to the actual structure of the reservoir. The sedimentary analysis allowed the discrimination of three facies A, B and E, with given porosity and permeability values, that corresponded to channel, levee and overbank deposits. They were used to populate the reservoir model. Well correlation helped figure out the extension of these facies.

Plantevin, Matthieu Francois

2003-05-01T23:59:59.000Z

212

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 1997 Annual Report.  

DOE Green Energy (OSTI)

During 1997 the first phase of the Nez Perce Tribe White Sturgeon Project was completed and the second phase was initiated. During Phase I the ''Upper Snake River White Sturgeon Biological Assessment'' was completed, successfully: (1) compiling regional white sturgeon management objectives, and (2) identifying potential mitigation actions needed to rebuild the white sturgeon population in the Snake River between Hells Canyon and Lower Granite dams. Risks and uncertainties associated with implementation of these potential mitigative actions could not be fully assessed because critical information concerning the status of the population and their habitat requirements were unknown. The biological risk assessment identified the fundamental information concerning the white sturgeon population that is needed to fully evaluate the effectiveness of alternative mitigative strategies. Accordingly, a multi-year research plan was developed to collect specific biological and environmental data needed to assess the health and status of the population and characterize habitat used for spawning and rearing. In addition, in 1997 Phase II of the project was initiated. White sturgeon were captured, marked, and population data were collected between Lower Granite Dam and the mouth of the Salmon River. During 1997, 316 white sturgeon were captured in the Snake River. Of these, 298 were marked. Differences in the fork length frequency distributions of the white sturgeon were not affected by collection method. No significant differences in length frequency distributions of sturgeon captured in Lower Granite Reservoir and the mid- and upper free-flowing reaches of the Snake River were detected. The length frequency distribution indicated that white sturgeon between 92 and 183 cm are prevalent in the reaches of the Snake River that were sampled. However, white sturgeon >183 have not changed markedly since 1970. I would speculate that some factor other than past over-fishing practices is limiting the recruitment of white sturgeon into larger size classes (>183 cm). Habitat, food resources, and migration have been severely altered by the impoundment of the Snake River and it appears that the recruitment of young may not be severely affected as recruitment of fish into size classes > 183 cm.

Hoefs, Nancy (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2004-02-01T23:59:59.000Z

213

Processes Influencing the Diversity of Middle Permian Brachiopods in the Bell Canyon Formation of the Delaware Basin (West Texas, Guadalupe Mountains National Park)  

E-Print Network (OSTI)

A fundamental question of long standing in the study of life on Earth is, “Why are there so many species?” This question concerns the distribution of and relationships among species in the present day, but also requires an understanding of the history of diversity. Patterns of diversity result from multiple, interconnected ecological processes operating at different spatial scales. The goal of this research is to gain knowledge about processes that control diversity by using fossil data to provide a temporal perspective that is unavailable when studying modern ecological communities. The fossil record provides the only natural historical account of changes in the diversity of ecological communities in Earth’s past. This research examines the taxonomic composition and diversity of brachiopod paleocommunities in the Delaware Basin of west Texas (Guadalupe Mountains National Park). The study interval is the Bell Canyon Formation, a 5.4-Myr interval of upper Middle Permian (Capitanian) siliciclastic and carbonate rocks deposited on the toe-ofslope of the basin. Silicified brachiopods extracted from the carbonate rocks provide the basis to test two hypotheses: (1) the taxonomic composition of local fossil brachiopod paleocommunities remains uniform, and (2) the changes in diversity of local fossil brachiopod paleocommunities reflects the relative importance of regional processes. Multivariate analyses of clustering analysis and ordination, diversity partitioning, and rank abundance plots are used to evaluate brachiopod taxonomic composition and diversity within an ecological framework. Sequence stratigraphic analysis provides the means to place the results within an environmental context related to sea-level changes. Results indicate that the reorganization of brachiopod paleocommunity structure coincides with major basinal-scale disruptions. Large disruptions allowed rare taxa and invaders from outside the basin to become dominant within paleocommunities. The dynamics within paleocommunities do not appear to prevent the replacement of the incumbent taxa with new taxa. The importance of these findings indicate that paleocommunities are not static through this interval and can be perturbed into configurations with new dominant taxa. Therefore, ecological responses of paleocommunities are resolvable at the geological time scale.

Fall, Leigh Margaret

2010-08-01T23:59:59.000Z

214

Snake Hells Canyon Subbasin Assessment  

E-Print Network (OSTI)

....................................................................................... 37 Figure 9. Projected populations of Idaho, Oregon, and Washington (U.S. Census Bureau 2000a). ....................................................................................................................... 38 Figure 10. Per capita income in the United States and in Idaho, Oregon, and Washington in 1999 (U Figure 11. Trend in civilian labor-force percent unemployment as per decade averages in Idaho, Washington

215

Cape Lisburne Barrow Canyon= hydrographic  

E-Print Network (OSTI)

, hydrography, light, nutrients, ice thickness, and zooplankton biomass and size composition. The instruments job adapting to the many challenges during the cruise. Thanks to S. Salo, Wm Floering, and L. De

216

White Sturgeon Management Plan in the Snake River between Lower Granite and Hells Canyon Dams; Nez Perce Tribe, 1997-2005 Final Report.  

DOE Green Energy (OSTI)

White sturgeon in the Hells Canyon reach (HCR) of the Snake River are of cultural importance to the Nez Perce Tribe. However, subsistence and ceremonial fishing opportunities have been severely limited as a result of low numbers of white sturgeon in the HCR. Hydrosystem development in the Columbia River Basin has depressed numbers and productivity of white sturgeon in the HCR by isolating fish in impounded reaches of the basin, restricting access to optimal rearing habitats, reducing the anadromous forage base, and modifying early life-history habitats. Consequently, a proactive management plan is needed to mitigate for the loss of white sturgeon production in the HCR, and to identify and implement feasible measures that will restore and rebuild the white sturgeon population to a level that sustains viability and can support an annual harvest. This comprehensive and adaptive management plan describes the goals, objectives, strategies, actions, and expected evaluative timeframes for restoring the white sturgeon population in the HCR. The goal of this plan, which is to maintain a viable, persistent population that can support a sustainable fishery, is supported by the following objectives: (1) a natural, stable age structure comprising both juveniles and a broad spectrum of spawning age-classes; (2) stable or increasing numbers of both juveniles and adults; (3) consistent levels of average recruitment to ensure future contribution to reproductive potential; (4) stable genetic diversity comparable to current levels; (5) a minimum level of abundance of 2,500 adults to minimize extinction risk; and (6) provision of an annual sustainable harvest of 5 kg/ha. To achieve management objectives, potential mitigative actions were developed by a Biological Risk Assessment Team (BRAT). Identified strategies and actions included enhancing growth and survival rates by restoring anadromous fish runs and increasing passage opportunities for white sturgeon, reducing mortality rates of early life stages by modifying flows in the HCR, reducing mortality imposed by the catch and release fishery, augmenting natural production through translocation or hatchery releases, and assessing detrimental effects of contaminants on reproductive potential. These proposed actions were evaluated by assessing their relative potential to affect population growth rate and by determining the feasibility of their execution, including a realistic timeframe (short-term, mid-term, long-term) for their implementation and evaluation. A multi-pronged approach for management was decided upon whereby various actions will be implemented and evaluated under different timeframes. Priority management actions include: Action I- Produce juvenile white sturgeon in a hatchery and release into the management area; Action G- Collect juvenile white sturgeon from other populations in the Snake or Columbia rivers and release them into the management area; and Action D- Restore white sturgeon passage upriver and downriver at Lower Snake and Idaho Power dams. An integral part of this approach is the continual monitoring of performance measures to assess the progressive response of the population to implemented actions, to evaluate the actions efficacy toward achieving objectives, and to refine and redirect strategies if warranted.

Nez Perce Tribe Resources Management Staff, (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2005-09-01T23:59:59.000Z

217

UNRESOLVED PROBLEMS INVOLVING THE HYDROGEOLOGY AND SEQUENCE STRATIGRAPHY OF THE WASATCH PLATEAU BASED ON  

E-Print Network (OSTI)

). The quadrangle contains the Cypress- Plateau coal mine along with the Gordon Creek coal bed methane (CBM) field been conducted in this quadrangle has been proprietary work for the Cypress-Plateau coal mine). Figure 8. Wattis Coal seam located near the old Cyprus Plateau mine. This seam is 1.2 m thick

Seamons, Kent E.

218

Canyon, Texas: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

9803342°, -101.9188024° 9803342°, -101.9188024° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.9803342,"lon":-101.9188024,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

219

Klondike III / Biglow Canyon Wind Integration Project  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Cumulative Impacts Analysis For Avian Cumulative Impacts Analysis For Avian Resources From Proposed Wind Projects In Sherman County, Washington CUMULATIVE IMPACTS ANALYSIS FOR AVIAN RESOURCES FROM PROPOSED WIND PROJECTS IN SHERMAN COUNTY, WASHINGTON FINAL REPORT March 2006 Prepared For: Bonneville Power Administration 905 NE 11th Avenue Portland, Oregon, 97232 Prepared By: David Young, Kimberly Bay, & Victoria Poulton Western EcoSystems Technology, Inc. 2003 Central Avenue Cheyenne, Wyoming 82001 CUMULATIVE IMPACTS ANALYSIS, PROPOSED WIND PROJECTS, SHERMAN COUNTY, WASHINGTON March 2006 WEST, Inc. i TABLE OF CONTENTS 1.0 INTRODUCTION AND BACKGROUND ............................................................................. 1 2.0 METHODS ...............................................................................................................................

220

On the Climate History of Chaco Canyon  

E-Print Network (OSTI)

of knowledge about solar physics (sun cycles have not beenand solar variability: What’s new under the sun? Earth andthe sun in climate change. Studies relating climate to solar

Berger, Wolfgang H.

2009-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


221

Flow and Turbulence in an Urban Canyon  

Science Conference Proceedings (OSTI)

A better understanding of the interaction between the built environment and the atmosphere is required to more effectively manage urban airsheds. This paper reports an analysis of data from an atmospheric measurement campaign in Oklahoma City, ...

D. Zajic; H. J. S. Fernando; R. Calhoun; M. Princevac; M. J. Brown; E. R. Pardyjak

2011-01-01T23:59:59.000Z

222

Klondike III / Biglow Canyon Wind Integration Project  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

phasianellus columbianus) SoC -- Historical county record, no observations in ORNHIC query. Historical county record, no observations in ORNHIC query. Historical county record,...

223

Why sequence Nostoc linckia from "Evolution Canyon"?  

NLE Websites -- All DOE Office Websites (Extended Search)

Israel, where it is constantly exposed to environmental variations in temperature, solar radiation levels and moisture. During the summer months, the slopes of Lower Nahal...

224

Snow-to-Liquid Ratio Variability and Prediction at a High-Elevation Site in Utah’s Wasatch Mountains  

Science Conference Proceedings (OSTI)

Contemporary snowfall forecasting is a three-step process involving a quantitative precipitation forecast (QPF), determination of precipitation type, and application of a snow-to-liquid ratio (SLR). The final step is often performed using ...

Trevor I. Alcott; W. James Steenburgh

2010-02-01T23:59:59.000Z

225

BLACKLEAF CANYON TWO MEDICINE CREEK POTSHOT PROSPECT GLACIER...  

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

Gas, Energy Information Administration pursuant to studies required by Section 604 of the Energy Policy and Conservation Act Amendments of 2000 (P.L. 106-469). The boundaries are...

226

Alameda Creek, Niles Canyon, Alameda County. bottom left  

E-Print Network (OSTI)

's College of Education, the Screven County School System and the Savannah River Challenge Program. The PDD most popular major ? What high schools send the most students to our campus ? How does Georgia Southern

227

Mission Canyon, California: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

4508303°, -119.7129141° 4508303°, -119.7129141° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.4508303,"lon":-119.7129141,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

228

Grand Canyon Village, Arizona: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

463718°, -112.1540586° 463718°, -112.1540586° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":36.0463718,"lon":-112.1540586,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

229

Canyon County, Idaho: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

6779581°, -116.6865435° 6779581°, -116.6865435° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":43.6779581,"lon":-116.6865435,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

230

The Determination of View-Factors in Urban Canyons  

Science Conference Proceedings (OSTI)

An important aspect of longwave radiation exchange within urban canopies is the degree to which the sky is obscured by surrounding buildings, a concept which may be described by the sky view-factor (?s). Hitherto, expressions for sky view-factors ...

Glenn T. Johnson; Ian D. Watson

1984-02-01T23:59:59.000Z

231

Geothermometry At Olowalu-Ukumehame Canyon Area (Thomas, 1986...  

Open Energy Info (EERE)

of the water produced by this aquifer indicates that the chloridemagnesium ion ratio has been significantly altered by thermal processes. References Donald M. Thomas (1...

232

DOE - Office of Legacy Management -- Plateau Shootaring Canyon...  

NLE Websites -- All DOE Office Websites (Extended Search)

active when the Uranium Mill Tailings Radiation Control Act was passed in 1978. The milling conducted at this site was for private sale. After the owner completes U. S. Nuclear...

233

Black Canyon City, Arizona: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

City, Arizona: Energy Resources City, Arizona: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 34.0708665°, -112.1507149° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.0708665,"lon":-112.1507149,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

234

Photographs of the Canyon, Texas Storm on 26 May 1978  

Science Conference Proceedings (OSTI)

Photographs of several severe storm related phenomena are described. A double wall cloud having a double vortex structure evolved from a single wall cloud, and subsequently turned back into a single wall cloud and produced a tornado. In addition, ...

Howard B. Bluestein

1984-12-01T23:59:59.000Z

235

Development of Hydrologic Characterization Technology of Fault Zones  

E-Print Network (OSTI)

one example being Dixie Valley, Nevada, an active normalrock at various sites: Dixie Valley, Nevada; Wasatch, Utah;20 m in parts of the Dixie Valley and Wasatch fault zones.

Karasaki, Kenzi

2009-01-01T23:59:59.000Z

236

ROVER: New End-to-End Software for Managing Seismic Risk  

Science Conference Proceedings (OSTI)

... ROVER Pilot Tests in Utah and Los Angeles In a 2009 simulation of a magnitude 7 earthquake on the Salt Lake City segment of the Wasatch Fault ...

2011-10-13T23:59:59.000Z

237

spook.cdr  

Office of Legacy Management (LM)

Wasatch Formation. The upper and lower aquifers are separated by thick silty shale, and the aquifers have no observed hydraulic connection. Water quality in the upper...

238

spook.cdr  

Office of Legacy Management (LM)

Age Wasatch Formation. The upper and lower aquifers are separated by thick silty shale, and the aquifers have no observed hydraulic connection. Water quality in the upper...

239

u42501.PDF  

Office of Legacy Management (LM)

Younger sedimentary rocks overlying the Wasatch Formation are the Tertiary sandstone, oil shale, and marlstone beds of the Green River Formation which crop out almost continuously...

240

GJO-99-112-TAR Rev.  

Office of Legacy Management (LM)

Younger sedimentary rocks overlying the Wasatch Formation are the Tertiary sandstone, oil shale, and marlstone beds of the Green River Formation which crop out almost continuously...

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


241

A Study of Home Builder Advertising for Smart Home Technologies.  

E-Print Network (OSTI)

??The purpose of this research is to discover if home builders along the Wasatch Front in Utah are advertising smart home technologies. Research was conducted… (more)

Bingham, Jared Don 1975-

2006-01-01T23:59:59.000Z

242

SAVANNAH RIVER SITE'S H-CANYON FACILITY: IMPACTS OF FOREIGN OBLIGATIONS ON SPECIAL NUCLEAR MATERIAL DISPOSITION  

SciTech Connect

The US has a non-proliferation policy to receive foreign and domestic research reactor returns of spent fuel materials of US origin. These spent fuel materials are returned to the Department of Energy (DOE) and placed in storage in the L-area spent fuel basin at the Savannah River Site (SRS). The foreign research reactor returns fall subject to the 123 agreements for peaceful cooperation. These “123 agreements” are named after section 123 of the Atomic Energy Act of 1954 and govern the conditions of nuclear cooperation with foreign partners. The SRS management of these foreign obligations while planning material disposition paths can be a challenge.

Magoulas, V.

2013-06-03T23:59:59.000Z

243

Occurrence of gas hydrate in Oligocene Frio sand: Alaminos Canyon Block 818: Northern Gulf of Mexico  

E-Print Network (OSTI)

volumes of shale (gray), sand (yellow), gas hydrate-?lledgas hydrate-bearing zone is also bounded laterally with impermeable shaleshale section that overlies the Frio sand showing four-way closure that forms the trap for the AC818 gas

Boswell, R.D.

2010-01-01T23:59:59.000Z

244

Occurrence of gas hydrate in Oligocene Frio sand: Alaminos Canyon Block 818: Northern Gulf of Mexico  

E-Print Network (OSTI)

in Gulf of Mexico Exploration and Production. Society ofChevron North America Exploration and Production Company andNorth America Exploration and Production Company, Houston,

Boswell, R.D.

2010-01-01T23:59:59.000Z

245

Ecology and Management of Canyon Flies (Fannia benjamini complex) in California  

E-Print Network (OSTI)

M. T. 1980. The role of carbon dioxide in host-feeding byand latent effects of carbon dioxide in insects. Ann. Rev.and D. L. Kline. 1989. Carbon dioxide and 1-octen-3-ol as

Ekanayake, Panchali Kumari

2012-01-01T23:59:59.000Z

246

The Porcupine Bank Canyon coral mounds: oceanographic and topographic steering of deep-water carbonate mound  

E-Print Network (OSTI)

with increasing proximity to S. invicta mounds, suggesting that mealybugs benefit as well. Mutual benefits derived benefit from association with S. invicta. We found that mealybug occurrence increases sig- nificantly colony. While it appears clear that S. invicta benefits from association with these mealybugs, whether

Mazzini, Adriano

247

Occurrence of gas hydrate in Oligocene Frio sand: Alaminos Canyon Block 818: Northern Gulf of Mexico  

E-Print Network (OSTI)

and quantification of gas hydrates using rock physics andAdvances in the Study of Gas Hydrates. Kluwer, New York, pp.2008. Fracture-controlled gas hydrate systems in the Gulf of

Boswell, R.D.

2010-01-01T23:59:59.000Z

248

Venting of Heat and Carbon Dioxide from Urban Canyons at Night  

Science Conference Proceedings (OSTI)

Turbulent fluxes of carbon dioxide and sensible heat were observed in the surface layer of the weakly convective nocturnal boundary layer over the center of the city of Marseille, France, during the Expérience sur Sites pour Contraindre les ...

J. A. Salmond; T. R. Oke; C. S. B. Grimmond; S. Roberts; B. Offerle

2005-08-01T23:59:59.000Z

249

Predicting velocities and turbulent exchange in isolated street canyons and at a neighborhood scale  

E-Print Network (OSTI)

Urban planners need a fast, simple model to assess the impact of early design phase iterations of neighborhood layout on the microclimate. Specifically, this model should be able to predict the expected urban heat island ...

Hall, Terianne C

2010-01-01T23:59:59.000Z

250

Observations of the Effects of Atmospheric Stability on Turbulence Statistics Deep within an Urban Street Canyon  

Science Conference Proceedings (OSTI)

Data obtained in downtown Oklahoma City, Oklahoma, during the Joint Urban 2003 atmospheric dispersion study have been analyzed to investigate the effects of upstream atmospheric stability on turbulence statistics in an urban core. The data ...

P. Ramamurthy; E. R. Pardyjak; J. C. Klewicki

2007-12-01T23:59:59.000Z

251

EXPLORING FOR SUBTLE MISSION CANYON STRATIGRAPHIC TRAPS WITH ELASTIC WAVEFIELD SEISMIC TECHNOLOGY  

SciTech Connect

The 9C3D seismic data that will form the principal data base needed for this research program have been successfully acquired. The seismic field data exhibit a good signal-to-noise (S/N) ratio for all elastic-wave modes. Thus the major hurdle of acquiring optimal-quality 9-C seismic data has been cleared. The stratigraphic oil-reservoir target that will be the imaging objective of the seismic data-processing effort is described in this report to indicate the challenge that now confronts the data-processing phase of the project.

John Beecherl

2004-02-01T23:59:59.000Z

252

Laboratory–Numerical Model Comparisons of Flow over a Coastal Canyon  

Science Conference Proceedings (OSTI)

Different modeling approaches are applied to the same geophysical flow in order to assess the ability of laboratory models to provide useful benchmarks in the development of oceanic numerical models. The test case considered here—that of the flow ...

Nicolas Pérenne; Dale B. Haidvogel; Don L. Boyer

2001-02-01T23:59:59.000Z

253

Constructing the aesthetic sense : traversing scales of habitation in the Bingham Canyon Mine  

E-Print Network (OSTI)

The activities of mining and mine reclamation in the American West raise questions of how we perceive, value, and differentiate between 'natural' and man-made landscapes, as they produce radical alterations of the land on ...

Pierce, Matthew W., 1973-

2004-01-01T23:59:59.000Z

254

Glacial Chronology of a High Altitude Moraine Series, Tamarack Bench/Francis Canyon, Sierra Nevada, California  

E-Print Network (OSTI)

al.   (1995. ) showed that geomagnetic strength varied over are: long term?geomagnetic latitude of a  specific site, components of the  geomagnetic field, and the temporal and 

Kohut, Daryl Lee

2011-01-01T23:59:59.000Z

255

Assessment of Native Salmonids Above Hells Canyon Dam, Idaho, 2001 Annual Report.  

Science Conference Proceedings (OSTI)

We investigated factors affecting the distribution and abundance of Yellowstone cutthroat trout (YCT), the abundance of all trout, and species richness in several drainages in the upper Snake River basin in Idaho. A total of 326 randomly selected sites were visited within the four study drainages, and of these, there was sufficient water to inventory fish and habitat in 56 of the sites in the Goose Creek drainage, 64 in the Raft River drainage, 54 in the Blackfoot River drainage, and 27 in the Willow Creek drainage. Fish were captured in 36, 55, 49, and 22 of the sites, respectively, and YCT were present at 17, 37, 32, and 13 of the sites, respectively. There was little consistency or strength in the models developed to predict YCT presence/absence and density, trout density, or species richness. Typically, the strongest models had the lowest sample sizes. In the Goose Creek drainage, sites with YCT were higher in elevation and lower in conductivity. In the Raft River drainage, trout cover was more abundant at sites with YCT than without YCT. In the Blackfoot River drainage, there was less fine substrate and more gravel substrate at sites with YCT than at sites without YCT. In the Willow Creek drainage, 70% of the sites located on public land contained YCT, but only 35% of private land contained YCT. The differences in variable importance between drainages suggests that factors that influence the distribution of YCT vary between drainages, and that for the most part the variables we measured had little influence on YCT distribution. n sites containing YCT, average cutthroat trout density was 0.11/m{sup 2}, 0.08/m{sup 2}, 0.10/m{sup 2}, and 0.08/m{sup 2} in the Goose Creek, Raft River, Blackfoot River, and Willow Creek drainages, respectively. In sites containing trout in general, average total trout density in these same drainages was 0.16/m{sup 2}, 0.15/m{sup 2}, 0.10/m{sup 2}, and 0.10/m{sup 2}. Models to predict YCT density, total trout density, and species richness were either weak (i.e., explained little variation) or contained small sample sizes. Based on our results, it appears that factors other than those we measured are affecting fish populations in these drainages.

Meyer, Kevin A.; Lamansky, Jr., James A. (Idaho Department of Fish and Game, Boise, ID)

2002-11-01T23:59:59.000Z

256

Assessment of Native Salmonids Above Hells Canyon Dam, Idaho, 2004-2005 Annual Report.  

Science Conference Proceedings (OSTI)

In the western United States, exotic brook trout Salvelinus fontinalis frequently have a deleterious effect on native salmonids, and biologists often attempt to remove brook trout in streams using electrofishing. Although the success of electrofishing removal projects typically is low, few studies have assessed the underlying mechanisms of failure, especially in terms of compensatory responses. We evaluated the effectiveness of a three-year removal project in reducing brook trout and enhancing native salmonids in 7.8 km of an Idaho stream and looked for brook trout compensatory responses such as decreased natural mortality, increased growth, increased fecundity at length, or earlier maturation. Due to underestimates of the distribution of brook trout in the first year and personnel shortages in the third year, the multiagency watershed advisory group that performed the project fully treated the stream (i.e. multipass removals over the entire stream) in only one year. In 1998, 1999, and 2000, a total of 1,401, 1,241, and 890 brook trout were removed, respectively. For 1999 and 2000, an estimated 88 and 79% of the total number of brook trout in the stream were removed. For the section of stream that was treated in all years, the abundance of age-1 and older brook trout decreased by 85% from 1998 to 2003. In the same area, the abundance of age-0 brook trout decreased 86% from 1998 to 1999 but by 2003 had rebounded to near the original abundance. Abundance of native redband trout Oncorhynchus mykiss decreased for age-1 and older fish but did not change significantly for age-0 fish. Despite high rates of removal, total annual survival rate for brook trout increased from 0.08 {+-} 0.02 in 1998 to 0.20 {+-} 0.04 in 1999 and 0.21 {+-} 0.04 in 2000. Growth of age-0 brook trout was significantly higher in 2000 (the year after their abundance was lowest) compared to other years, and growth of age-1 and age-2 brook trout was significantly lower following the initial removal years but recovered by 2003. Few other brook trout demographic parameters changed appreciably over the course of the project. Electrofishing removals required 210 person-days of effort. Despite experiencing slight changes in abundance, growth, and survival, brook trout in Pikes Fork appeared little affected by three years of intensive removal efforts, most likely because mortality within the population was high prior to initiation of the project such that the removal efforts merely replaced natural mortality with exploitation.

Meyer, Kevin A.; Lamansky, Jr., James A. (Idaho Department of Fish and Game, Boise, ID)

2005-08-01T23:59:59.000Z

257

To See or Not to See: The Viability of Visibility at the Grand Canyon  

E-Print Network (OSTI)

a percentage of haze as coal-fired plants in the East. Thus,cost, since Western coal-fired plants were already subjectdioxide emissions from coal-fired plants account for about

Bergman, Steven H.

1994-01-01T23:59:59.000Z

258

To See or Not to See: The Viability of Visibility at the Grand Canyon  

E-Print Network (OSTI)

control regional haze. 72 Vermont then filed a petition forEPA rules did not require Vermont to in- clude regional haze§ 52, subpart D (1993)). Vermont v. Thomas, 850 F.2d 99,

Bergman, Steven H.

1994-01-01T23:59:59.000Z

259

Long-Term Surveillance Plan for the Burro Canyon Disposal Cell...  

Office of Legacy Management (LM)

to-rt io 111. Oeplha ere In II; multiply by 0.31048 to -tom. I w I , * Ill? * iiil r& U, S. DEPNITMENT Of ENERGY ---- 80TTOY IF Tfl IBURRO C.lltYOt OISPOSAl Cnl. UCAVAffOf...

260

REDUCTIONS WITHOUT REGRET: DETAILS - AVOIDING BOX CANYONS, ROACH MOTELS, AND WRONG TURNS  

SciTech Connect

The United States is concurrently pursuing the goals of reducing the size of its nuclear weapons force – strategic and non-strategic, deployed and non-deployed – and of modernizing the weapons it continues to possess. Many of the existing systems were deployed 30 to 50 years ago, and the modernization process can be expected to extend over the next decade or more. Given the impossibility of predicting the future over the lifetime of systems that could extend to the end of this century, it is essential that dead ends in force development be avoided, and the flexibility and availability of options be retained that allow for • Scalability downward in the event that further reductions are agreed upon; • Reposturing to respond to changes in threat levels and to new nuclear actors; and • Breakout response in the event that a competitor significantly increases its force size or force capability, In this paper, we examine the current motivations for reductions and modernization; review a number of historical systems and the attendant capabilities that have been eliminated in recent decades; discuss the current path forward for the U.S. nuclear force; provide a view of the evolving deterrence situation and our assessment of the uncertainties involved; and present examples of possibly problematic directions in force development. We close with our thoughts on how to maintain flexibility and the availability of options for which a need might recur in the future.

Swegle, John A.; Tincher, Douglas J.

2013-08-09T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


261

Simulation of Nocturnal Drainage Flows Enhanced by Deep Canyons: The Rocky Flats Case  

Science Conference Proceedings (OSTI)

The DELTA–ADREA (discretization with elements of triangle approach–atmospheric dispersion of pollutants over irregular terrain) numerical prediction model, developed at the National Center for Scientific Research Demokritos, is specifically ...

Melpomeni Varvayanni; John G. Bartzis; Nicolas Catsaros; Panagiotis Deligiannis; Chuck E. Elderkin

1997-06-01T23:59:59.000Z

262

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

E-Print Network (OSTI)

Figure 3-3. Electrical resistivity lines and previoustrends based upon electrical resistivity lines. penetrometerFigure 3-3. Electrical resistivity lines and previous

Jordan, Preston D.; Javandel, Iraj

2007-01-01T23:59:59.000Z

263

Assessment of Comanche Peak, Ringhals, and Diablo Canyon Elevated pH Programs  

Science Conference Proceedings (OSTI)

The formation and transport of activated corrosion products within the primary reactor coolant system (RCS) can adversely affect fuel performance, plant operation, and out-of-core radiation fields. Controlling the high temperature pH (pHT) of the Pressurized Water Reactor (PWR) primary circuit can successfully mitigate this process. This report assesses the effects of implementing elevated pH programs to determine the impact of the pH program changes on various plant indicators relating ...

2012-12-20T23:59:59.000Z

264

Comparison of small mammal species diversity near wastewater outfalls, natural streams, and dry canyons  

SciTech Connect

A wide range of plant and wildlife species utilizes water discharged from facilities at Los Alamos National Laboratory (LANL). The purpose of this study was to compare nocturnal small mammal communities at wet areas created by wastewater outfalls with communities in naturally created wet and dry areas. Thirteen locations within LANL boundaries were selected for small mammal mark-recapture trapping. Three of these locations lacked surface water sources and were classified as {open_quotes}dry,{close_quotes} while seven sites were associated with wastewater outfalls ({open_quotes}outfall{close_quotes} sites), and three were located near natural sources of surface water ({open_quotes}natural{close_quotes} sites). Data was collected on site type (dry, outfall or natural), location, species trapped, and the tag number of each individual captured. This data was used to calculate mean number of species, percent capture rate, and species diversity at each type of site. When data from each type of site was pooled, there were no significant differences in these variables between dry, outfall, and natural types. However, when data from individual sites was compared, tests revealed significant differences. All sites in natural areas were significantly higher than dry areas in daily mean number of species, percent capture rate, and species diversity. Most outfall sites were significantly higher than dry areas in all three variables tested. When volume of water from each outfall site was considered, these data indicated that the number of species, percent capture rate, and species diversity of nocturnal small mammals were directly related to the volume of water at a given outfall.

Raymer, D.F. [Los Alamos National Lab., NM (United States); Biggs, J.R. [Ewing Technical Design, Inc., Albuquerque, NM (United States)

1994-03-01T23:59:59.000Z

265

Occurrence of gas hydrate in Oligocene Frio sand: Alaminos Canyon Block 818: Northern Gulf of Mexico  

E-Print Network (OSTI)

hydrate systems in the Gulf of Mexico. Marine and Petroleumof the northern Gulf of Mexico gas-hydrate-stability zone.Cold seeps of the deep Gulf of Mexico: community structure

Boswell, R.D.

2010-01-01T23:59:59.000Z

266

Mixing Associated with Sills in a Canyon on the Midocean Ridge Flank  

Science Conference Proceedings (OSTI)

To close the global overturning circulation, the production and sinking of dense water at high latitudes must be balanced elsewhere by buoyancy gain and upward vertical motion. Hydrographic and microstructure observations from the Brazil Basin in ...

A. M. Thurnherr; L. C. St. Laurent; K. G. Speer; J. M. Toole; J. R. Ledwell

2005-08-01T23:59:59.000Z

267

Environmental Planning and Resource Analysis  

NLE Websites -- All DOE Office Websites (Extended Search)

FinalReport Glen Canyon Dam ROD & Operating Constraints Glen Canyon Operations White Paper Grand Canyon Protection Act of 1992 Replacement Resources & Methods Report...

268

Record of Decision: Stabilization of Plutonium Solutions Stored in the F-Canyon Facility at the Savannah River Site  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

24 24 Federal Register / Vol. 60, No. 35 / Wednesday, February 22, 1995 / Notices determination have been corrected, and the SEA or LEA is, in all other respects, in compliance with the requirements of the applicable program; (2) SEA has submitted to the Secretary a plan for the use of the funds to be awarded under the grantback arrangement that meets the requirements of the program, and to the extent possible, benefits the population that was affected by the failure to comply or by the misexpenditures that resulted in the audit exception; and (3) Use of funds to be awarded under the grantback arrangement in accordance with the SEA's plan would serve to achieve the purposes of the program under which the funds were originally granted. C. Plan for Use of Funds Awarded Under a Grantback Arrangement

269

Inclusion of a Drag Approach in the Town Energy Balance (TEB) Scheme: Offline 1D Evaluation in a Street Canyon  

Science Conference Proceedings (OSTI)

The Town Energy Balance module bridges the micro- and mesoscale and simulates local-scale urban surface energy balance for use in mesoscale meteorological models. Previous offline evaluations show that this urban module is able to simulate in ...

R. Hamdi; V. Masson

2008-10-01T23:59:59.000Z

270

Flow sheet development for the dissolution of unirradiated Mark 42 fuel tubes in F-Canyon, Part II  

SciTech Connect

Two dissolution flow sheets were tested for the desorption of unirradiated Mark 42 fuel tubes. Both the aluminum (from the can, cladding, and fuel core) and the plutonium oxide (PuO{sub 2}) are dissolved simultaneously, i.e., a co-dissolution flow sheet. In the first series of tests, 0.15 and 0.20 molar (M) potassium fluoride (KF) solutions were used and the dissolution extended over several days. In the other series of tests, solutions with higher concentrations of fluoride (0.25 to 0.30 M) were used. Calcium fluoride (CaF{sub 2}) was used in those tests as the fluoride source.

Murray, A.M.

1999-09-20T23:59:59.000Z

271

EXPERIENCE MONITORING FOR LOW LEVEL NEUTRON RADIATION AT THE H-CANYON AT THE SAVANNAH RIVER SITE  

Science Conference Proceedings (OSTI)

Department of Energy contractors are required to monitor external occupational radiation exposure of an individual likely to receive an effective dose equivalent to the whole body of 0.1 rem (0.001sievert) or more in a year. For a working year of 2000 hours, this translates to a dose rate of 0.05 mrem/hr (0.5 {micro}Sv/hr). This can be a challenging requirement for neutron exposure because traditional surveys with shielded BF{sub 3} proportional counters are difficult to conduct, particularly at low dose rates. A modified survey method was used at the Savannah River Site to find low dose rates in excess of 0.05 mrem/hr. An unshielded He{sup 3} detector was used to find elevated gross slow neutron counts. Areas with high count rates on the unshielded He{sup 3} detector were further investigated with shielded BF{sub 3} proportional counters and thermoluminescent neutron dosimeters were placed in the area of interest. An office area was investigated with this method. The data initially suggested that whole body neutron dose rates to office workers could be occurring at levels significantly higher than 0.1 rem (0.001sievert). The final evaluation, however, showed that the office workers were exposed to less than 0.1 rem/yr (0.001sievert/yr) of neutron radiation.

HOGUE, MARK

2005-10-07T23:59:59.000Z

272

ADVANCED OIL RECOVERY TECHNOLOGIES FOR IMPROVED RECOVERY FROM SLOPE BASIN CLASTIC RESERVOIRS, NASH DRAW BRUSHY CANYON POOL, EDDY COUNTY, NM  

SciTech Connect

The overall objective of this project is to demonstrate that a development program-based on advanced reservoir management methods-can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry. This is the twenty-eighth quarterly progress report on the project. Results obtained to date are summarized.

Mark B. Murphy

2002-09-30T23:59:59.000Z

273

ADVANCED OIL RECOVERY TECHNOLOGIES FOR IMPROVED RECOVERY FROM SLOPE BASIN CLASTIC RESERVOIRS, NASH DRAW BRUSHY CANYON POOL, EDDY COUNTY, NM  

SciTech Connect

The overall objective of this project is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Mark B. Murphy

2004-01-31T23:59:59.000Z

274

ADVANCED OIL RECOVERY TECHNOLOGIES FOR IMPROVED RECOVERY FROM SLOPE BASIN CLASTIC RESERVOIRS, NASH DRAW BRUSHY CANYON POOL, EDDY COUNTY, NM  

SciTech Connect

The overall objective of this project is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Mark B. Murphy

2003-10-31T23:59:59.000Z

275

ADVANCED OIL RECOVERY TECHNOLOGIES FOR IMPROVED RECOVERY FROM SLOPE BASIN CLASTIC RESERVOIRS, NASH DRAW BRUSHY CANYON POOL, EDDY COUNTY, NM  

SciTech Connect

The overall objective of this project is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Mark B. Murphy

2002-12-31T23:59:59.000Z

276

Advanced Oil Recovery Technologies for Improved Recovery From Slope Clastic Reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, New Mexico  

Science Conference Proceedings (OSTI)

The overall goal of this project is to demonstrate that an advanced development drilling and pressure maintenance program based on advanced reservoir management methods can significantly improve oil recovery. The plan included developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced methods. A key goal is to transfer advanced methodologies to oil and gas producers in the Permian Basin and elsewhere, and throughout the US oil and gas industry.

Mark B. Murphy

1998-01-30T23:59:59.000Z

277

Properties of the Wind Field within the Oklahoma City Park Avenue Street Canyon. Part II: Spectra, Cospectra, and Quadrant Analyses  

Science Conference Proceedings (OSTI)

Velocity data were obtained within Park Avenue in Oklahoma City, Oklahoma, using three-dimensional sonic anemometers under unstable atmospheric conditions. These data are used to produce velocity spectra, cospectra, and weighted joint probability ...

M. A. Nelson; E. R. Pardyjak; M. J. Brown; J. C. Klewicki

2007-12-01T23:59:59.000Z

278

PREDICTIVE GEOSPATIAL MODELING FOR ARCHAEOLOGICAL RESEARCH AND CONSERVATION: CASE STUDIES FROM THE GALISTEO BASIN, VERMONT AND CHACO CANYON.  

E-Print Network (OSTI)

??Geospatial modeling of ancient landscapes for predictive scientific research and hypothesis testing is an important emerging approach in contemporary archaeology. This doctoral dissertation is comprised… (more)

Dorshow, Wetherbee Bryan

2012-01-01T23:59:59.000Z

279

Williams Holding Lease Steamflood Demonstration Project: Cat Canyon Oil Field. Third progress report, July 1978-November 1979  

SciTech Connect

This report discusses pilot operations and results during this period. The performance of the displacement steam generator, the status of the sulfur dioxide scrubbing system, well workovers and the results of drilling four thermal observation wells are examined. Additional computer thermal simulation studies are discussed in detail and a new production performance projection is made. Finally, project economics and future operations are summarized.

Ditmore, T.L.

1980-06-01T23:59:59.000Z

280

ADVANCED OIL RECOVERY TECHNOLOGIES FOR IMPROVED RECOVERY FROM SLOPE BASIN CLASTIC RESERVOIRS, NASH DRAW BRUSHY CANYON POOL, EDDY COUNTY, NM  

Science Conference Proceedings (OSTI)

The overall objective of this project is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Mark B. Murphy

2003-07-30T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


281

Provenance and Detrital-Zircon Studies of the Mint Canyon Formation and its Correlation to the Caliente Formation, Southern California  

E-Print Network (OSTI)

zircons) from a nearby source rock. The plutonic group has aour understanding of source rocks and paleogeography. iiiwere derived from similar source rocks and likely came from

Hoyt, Johanna

2012-01-01T23:59:59.000Z

282

Observations of the Evolution of Orogenic Blocking  

Science Conference Proceedings (OSTI)

The evolution of low-level flow upstream of the Continental Divide (Rocky Mountains) and the Wasatch Range from being unable to surmount the mountain range, to becoming unblocked and blocked again is studied observationally. During two months in ...

Georg J. Mayr; Thomas B. McKee

1995-05-01T23:59:59.000Z

283

HYDRAULIC CALCULATIONS FOR A MODIFIED IN-SITU RETORT  

E-Print Network (OSTI)

D. C. , 1974), 2. Oil Shale Tract C-b: Materials (AshlandRiver, containing the oil shale; and the Wasatch foundationof dolomitic marlstone (oil shale) and soluble materials.

Hall, W.G.

2012-01-01T23:59:59.000Z

284

NETL: Oil & Natural Gas Technologies Reference Shelf - Presentation on Gas  

NLE Websites -- All DOE Office Websites (Extended Search)

Gas and Oil in Utah: Potential, New Discoveries, and Hot Plays Gas and Oil in Utah: Potential, New Discoveries, and Hot Plays Gas and Oil in Utah: Potential, New Discoveries, and Hot Plays Author: Thomas C. Chidsey, Petroleum Section Chief, Utah Geological Survey, Salt Lake City, UT. Venue: International Oil Scouts Association’s 84th annual meeting, Stein Eriksen Lodge, Park City, UT, June 17–20, 2007, (http://www.oilscouts.com/index-main.html [external site]). Abstract: Utah’s natural gas and oil exploration history extends back more than 100 years, fluctuating greatly due to discoveries, price trends, and changing exploration targets. During the boom period of the early 1980s, activity peaked at over 500 wells per year. After slowing in the 1990s, drilling activity has again increased, reaching an all-time peak of 1,058 wells spudded and over 2,000 APDs (application for permit to drill) filed in 2006. This increase in activity has been spurred by high prices for both natural gas and oil and by the perception that Utah is highly prospective and underexplored. In recent years, the proportion of new wells exploring for gas has increased greatly. Total cumulative natural gas production from Utah fields now exceeds 8 Tcf. Recent successful drilling has been expanding reserves by about 10 percent per year, one of the highest rates of gas reserves increase in the country. Although gas production from some fields declined during the late 1990s, two factors caused overall gas production to increase. The development of coalbed natural gas (CBNG) accumulations in the Cretaceous Ferron Sandstone play, in particular Drunkards Wash field in central Utah, has increased the State’s annual gas production by 20–30 percent. Also, deeper exploratory and development drilling in the eastern and southern Uinta Basin during the past 5 years has led to discoveries of substantial gas accumulations in tight-sand reservoirs of the Tertiary Wasatch Formation, Cretaceous Mesaverde Group, and Jurassic Entrada and Wingate Sandstones. Significant potential exists for other coalfields (Book Cliffs, Sego, and Wasatch Plateau) around the Uinta Basin to yield CBNG, and the extent of deeper conventional and tight-gas plays remains to be explored. In addition, shale gas reservoirs in the Mississippian Manning Canyon Shale, Pennsylvanian Hermosa Group, and Cretaceous Mancos Shale of central, southeastern, and northeastern Utah, respectively, have tremendous untapped potential. Utah oilfields have produced a cumulative total of 1.3 billion barrels (bbl) of oil. Although annual production decreased from a peak of 41 million bbl in 1985 to 13 million bbl in 2003, the trend has since reversed, and 2005 production reached nearly 17 million bbl. A component (about one-third of the increase) of this turnaround has been the 2004 discovery of Covenant field in the central Utah thrust belt, or "Hingeline." This new field has already produced 3 million bbl of Mississippian-sourced oil from the Jurassic Navajo Sandstone in a thrusted anticline formed during the Sevier orogeny. This new oil play is the focus of extensive leasing and exploration activity—comparable to the late 1970s and early 1980s in the Utah-Wyoming salient of the thrust belt to the north.

285

The Honorable Wlliaq~ S. Cohen  

Office of Legacy Management (LM)

Name Citv and State KellexPierpont - AcidPueblo Canyon Bayo Canyon* University% of California, - Chupadera Mesa . White Sands'Missile Range, New : Mexico Middlesex Municipal...

286

Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping.  

E-Print Network (OSTI)

??In the Colorado River the Glen Canyon dam is located. The Glen Canyon dam is constructed in the Colorado river for the production of electricity.… (more)

Nieuwboer, B.J.

2012-01-01T23:59:59.000Z

287

www.eia.gov  

U.S. Energy Information Administration (EIA)

belridge south midway-sunset kern river alpine slaughter milne point green canyon blk 644 (holstein) hondo fp green canyon blk 826 (mad dog) cymric ...

288

BCP Home  

NLE Websites -- All DOE Office Websites (Extended Search)

Boulder Canyon Project Remarketing Effort HOME Home Page Image WELCOME Boulder Canyon Information Module Federal Register Notices Public Forums Correspondence and Presentations...

289

Area Hydrologic Units Calwater Subbasins ---(Planning Watersheds) 425,411 Acres 18050004 2204200400 Oakland (20805 Acres)  

E-Print Network (OSTI)

Acres) 665 Square Miles 2204300102 Lost Canyon (3325 Acres) 2204 2204300103 Beauregard Creek (5018 Acres

290

Notice of Comment Period for the Klondike III/Biglow Canyon Wind Integration EIS (DOE/EIS-0374) (12/06/05)  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

635 Federal Register 635 Federal Register / Vol. 70, No. 233 / Tuesday, December 6, 2005 / Notices Program activity Performance goals * Cost Goals * Efficiency Environmental Advanced Power Systems ............. 45-50% higher heating value (HHV) efficiency to electricity by 2010 Multi-product capability (e.g. power and hydrogen) with over 60% efficiency by 2015 Sulfur Dioxide (SO 2 ): >99% removal NO X : < 0.01 lb/million Btu Hg: >90% removal Carbon Diox- ide (CO 2 ) capture: >90% 2012 goal: <10% increase in cost of electricity services in zero emission advanced gasification plants integrated with carbon sequestration. Carbon Sequestration .................... Efficiency of current and new plants consistent with cost of electricity target 90% CO 2 capture and sequestra-

291

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 1998 Annual Report.  

DOE Green Energy (OSTI)

In 1998 white sturgeon (Acipenser transmontanus) were captured, marked, and population data were collected in the Snake River between Lower Granite Dam and the mouth of the Salmon River. A total of 13,785 hours of setline effort and 389 hours of hook-and-line effort was employed in 1998. Of the 278 white sturgeon captured in the Snake River, 238 were marked for future identification. Three sturgeon were captured in the Salmon River and none were captured in the Clearwater River. Since 1997, 6.9% of the tagged fish have been recovered. Movement of recaptured white sturgeon ranged from 98.5 kilometers downstream to 60.7 kilometers upstream, however, less than 25% of the fish moved more than 16 kilometers (10 miles). In the Snake River, white sturgeon ranged in total length from 51.5 cm to 286 cm and averaged 118.9 cm. Differences were detected in the length frequency distributions of sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P < 0.05). In addition, the proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 37% since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir were slightly larger than white sturgeon in the free-flowing Snake River.

Everett, Scott R.; Tuell, Michael A. (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2002-03-01T23:59:59.000Z

292

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2001 Annual Report.  

DOE Green Energy (OSTI)

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 2001 annual report covers the fifth year of sampling of this multi-year study. In 2001 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon rivers. The Snake River was sampled between Lower Granite Dam (rkm 174) and the mouth of the Salmon River (rkm 303), and the Salmon River was sampled from its mouth upstream to Hammer Creek (rkm 84). A total of 45,907 hours of setline effort and 186 hours of hook-and-line effort was employed in 2001. A total of 390 white sturgeon were captured and tagged in the Snake River and 12 in the Salmon River. Since 1997, 36.1 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 42 cm to 307 cm and averaged 107 cm. In the Salmon River, white sturgeon ranged in total length from 66 cm to 235 cm and averaged 160 cm. Using the Jolly-Seber model, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,483 fish, with a 95% confidence interval of 1,208-7,477. An additional 10 white sturgeon were fitted with radio-tags during 2001. The locations of 17 radio-tagged white sturgeon were monitored in 2001. The movement of these fish ranged from 38.6 km (24 miles) downstream to 54.7 km (34 miles) upstream; however, 62.6 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 30 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 309 aged white sturgeon. The results suggest fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. A total of 14 white sturgeon eggs were recovered in the Snake River in 2001.

Everett, Scott R.; Tuell, Michael A. (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

293

Thermal Effects of Urban Canyon Structure on the Nocturnal Heat Island: Numerical Experiment Using a Mesoscale Model Coupled with an Urban Canopy Model  

Science Conference Proceedings (OSTI)

A single-layer urban canopy model is incorporated into a simple two-dimensional atmospheric model in order to examine the individual impacts of anthropogenic heating, a large heat capacity, and a small sky-view factor on mesoscale heat island ...

Hiroyuki Kusaka; Fujio Kimura

2004-12-01T23:59:59.000Z

294

Notice of Comment Period for the Klondike III/Biglow Canyon Wind Integration EIS (DOE/EIS-0374) (12/06/05)  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

635 Federal Register 635 Federal Register / Vol. 70, No. 233 / Tuesday, December 6, 2005 / Notices Program activity Performance goals * Cost Goals * Efficiency Environmental Advanced Power Systems ............. 45-50% higher heating value (HHV) efficiency to electricity by 2010 Multi-product capability (e.g. power and hydrogen) with over 60% efficiency by 2015 Sulfur Dioxide (SO 2 ): >99% removal NO X : < 0.01 lb/million Btu Hg: >90% removal Carbon Diox- ide (CO 2 ) capture: >90% 2012 goal: <10% increase in cost of electricity services in zero emission advanced gasification plants integrated with carbon sequestration. Carbon Sequestration .................... Efficiency of current and new plants consistent with cost of electricity target 90% CO 2 capture and sequestra-

295

U.S. Environmental Protection Agency Notice of Availability (DOE/EIS-0374: Klondike III/Biglow Canyon Wind Integration Project - September 2006)  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

463 Federal Register 463 Federal Register / Vol. 71, No. 184 / Friday, September 22, 2006 / Notices Grand Mesa, Uncompahgre and Gunnison National Forests, Gunnison County, CO. Summary: No formal comment letter was sent to the preparing agency. EIS No. 20060267, ERP No. F-BLM- K65290-CA, Ukiah Resource Management Plan, Implementation, Several Counties, CA. Summary: EPA does not object to the selected actions, and believes that the management actions presented in the Resource Management Plan will minimize human exposure to naturally occurring asbestos (NOA) within the jurisdiction of the Ukiah Field Office. EIS No. 20060320, ERP No. F-NRC- F06026-IL, Early Site Permit (ESP) at the Exelon ESP Site, Application for ESP on One Additional Nuclear Unit, within the Clinton Power Station

296

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 1999 Annual Report.  

DOE Green Energy (OSTI)

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 1999 annual report covers the third year of sampling of this multi-year study. In 1999 white sturgeon were captured, marked and population data were collected in the Snake and Salmon rivers. A total of 33,943 hours of setline effort and 2,112 hours of hook-and-line effort was employed in 1999. A total of 289 white sturgeon were captured and tagged in the Snake River and 29 in the Salmon River. Since 1997, 11.1 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 27 cm to 261 cm and averaged 110 cm. In the Salmon River, white sturgeon ranged in total length from 98 cm to 244 cm and averaged 183.5 cm. Using the Jolly-Seber model, the abundance of white sturgeon < 60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 1,823 fish, with a 95% confidence interval of 1,052-4,221. A total of 15 white sturgeon were fitted with radio-tags. The movement of these fish ranged from 6.4 km (4 miles) downstream to 13.7 km (8.5 miles) upstream; however, 83.6 percent of the detected movement was less than 0.8 kilometers (0.5 miles). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P < 0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 29 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir were slightly larger than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 49 aged white sturgeon. The results suggests the fish are currently growing faster than fish historicly inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. Five white sturgeon eggs were recovered in the Snake River.

Tuell, Michael A.; Everett, Scott R. (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

297

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2000 Annual Report.  

DOE Green Energy (OSTI)

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 2000 annual report covers the fourth year of sampling of this multi-year study. In 2000 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon rivers. The Snake River was sampled between Lower Granite Dam (rkm 174) and the mouth of the Salmon River (rkm 303), and the Salmon River was sampled from its mouth upstream to Hammer Creek (rkm 84). A total of 53,277 hours of setline effort and 630 hours of hook-and-line effort was employed in 2000. A total of 538 white sturgeon were captured and tagged in the Snake River and 25 in the Salmon River. Since 1997, 32.8 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 48 cm to 271 cm and averaged 107 cm. In the Salmon River, white sturgeon ranged in total length from 103 cm to 227 cm and averaged 163 cm. Using the Jolly-Seber open population estimator, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,725 fish, with a 95% confidence interval of 1,668-5,783. A total of 10 white sturgeon were fitted with radio-tags. The movement of these fish ranged from 54.7 km (34 miles) downstream to 78.8 km (49 miles) upstream; however, 43.6 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 31 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 138 aged white sturgeon. The results suggests fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. A total of 34 white sturgeon eggs were recovered: 27 in the Snake River, and seven in the Salmon River.

Everett, Scott R.; Tuell, Michael A. (Nez Perce Tribe, Department of Fishereis Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

298

Geologic Investigation of a Potential Site for a Next-Generation Reactor Neutrino Oscillation Experiment -- Diablo Canyon, San Luis Obispo County, CA  

E-Print Network (OSTI)

of rocks in the Monterey Formation along the coast nearIn: Guide to the Monterey Formation in the CaliforniaField Guide to the Monterey Formation Outcrops at Shell

Onishi, Celia Tiemi; Dobson, Patrick; Nakagawa, Seiji; Glaser, Steven; Galic, Dom

2004-01-01T23:59:59.000Z

299

Advanced Oil Recovery Technologies for Improved Recovery from Slope Basin Clastic Reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, New Mexico, Class III  

SciTech Connect

The overall objective of this project was to demonstrate that a development program-based on advanced reservoir management methods-can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan included developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals were (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Murphy, Mark B.

2002-01-16T23:59:59.000Z

300

Advanced Oil Recovery Technologies for Improved Recovery from Slope Basin Clastic Reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, New Mexico, Class III  

SciTech Connect

The overall objective of this project is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery at the Nash Draw Pool (NDP). The plan includes developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced reservoir management methods. Specific goals are (1) to demonstrate that an advanced development drilling and pressure maintenance program can significantly improve oil recovery compared to existing technology applications and (2) to transfer these advanced methodologies to oil and gas producers in the Permian Basin and elsewhere throughout the U.S. oil and gas industry.

Murphy, Michael B.

2002-02-21T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

Advanced Oil Recovery Technologies for Improved Recovery From Slope Basin Clastic reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, New Mexico  

Science Conference Proceedings (OSTI)

The overall goal of this project is to demonstrate that an advanced development drilling and pressure maintenance program based on advanced reservoir management methods can significantly improve oil recovery. The plan included developing a control area using standard reservoir management techniques and comparing its performance to an area developed using advanced methods. A key goal is to transfer advanced methodologies to oil and gas producers in the Permian Basin and elsewhere, and throughout the US oil and gas industry.

Mark B. Murphy

1998-04-30T23:59:59.000Z

302

An Evaluation of Mesoscale Model Predictions of Down-Valley and Canyon Flows and Their Consequences Using Doppler Lidar Measurements during VTMX 2000  

Science Conference Proceedings (OSTI)

A mesoscale model, a Lagrangian particle dispersion model, and extensive Doppler lidar wind measurements during the Vertical Transport and Mixing (VTMX) 2000 field campaign were used to examine converging flows over the Salt Lake valley in Utah ...

Jerome D. Fast; Lisa S. Darby

2004-04-01T23:59:59.000Z

303

Evaluate Potenial Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2002 Annual Report.  

DOE Green Energy (OSTI)

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This report presents a summary of results from the 1997-2002 Phase II data collection and represents the end of phase II. From 1997 to 2001 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon. A total of 1,785 white sturgeon were captured and tagged in the Snake River and 77 in the Salmon River. Since 1997, 25.8 percent of the tagged white sturgeon have been recaptured. Relative density of white sturgeon was highest in the free-flowing segment of the Snake River, with reduced densities of fish in Lower Granite Reservoir, and low densities the Salmon River. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir, the free-flowing Snake River and the Salmon River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 30 percent since the 1970's. Using the Jolly-Seber model, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,483 fish, with a 95% confidence interval of 1,208-7,477. Total annual mortality rate was estimated to be 0.14 (95% confidence interval of 0.12 to 0.17). A total of 35 white sturgeon were fitted with radio-tags during 1999-2002. The movement of these fish ranged from 53 km (33 miles) downstream to 77 km (48 miles) upstream; however, 38.8 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. The results suggest fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate egg mats documented white sturgeon spawning in four consecutive years. A total of 49 white sturgeon eggs were recovered in the Snake River from 1999-2002, and seven from the Salmon River during 2000.

Everett, Scott R.; Tuell, Michael A.; Hesse, Jay A. (Nez Perce Tribe, Department of Fisheries Management, Lapwai, ID)

2004-02-01T23:59:59.000Z

304

Committee on the Effects of the Deepwater Horizon Mississippi Canyon-252 Oil Spill on Ecosystem Services in the Gulf of Mexico  

E-Print Network (OSTI)

Services in the Gulf of Mexico COMMITTEE MEETING 5 NOAA Disaster Response Center April 25, 2012 7344 Zeigler Boulevard Mobile, AL 36608 WEDNESDAY, APRIL 25, 2012 NOAA GULF OF MEXICO DISASTER RESPONSE CENTER Mayer, Chair, NRC Committee 9:30 AM Welcome & Overview of DRC Charlie Henry, NOAA Gulf of Mexico

New Hampshire, University of

305

Distinguishing between live and dead standing tree biomass on the North Rim of Grand Canyon National Park, USA using small-footprint lidar data.  

E-Print Network (OSTI)

??Accurate estimation of live and dead biomass in forested ecosystems is important for studies of carbon dynamics, biodiversity, and wildfire behavior, and for forest management.… (more)

[No author

2009-01-01T23:59:59.000Z

306

Quaternary Deformation of the Middle Pleistocene Christmas Canyon Formation and its Implications For Neotectonic Processes Associated With the Garlock Fault and Eastern California Shear Zone.  

E-Print Network (OSTI)

Conner, J. , (2006). Notes on LiDAR interpolation. http://compiled from 0.5 meter LiDAR DEM, illuminated from theComposed from 0.5 meter LiDAR DEM a) Slope angle b) Aspect

Wolf, Evan Michael

2013-01-01T23:59:59.000Z

307

acid  

Office of Legacy Management (LM)

Acid/Pueblo Canyon, New Mexico, Site is Acid/Pueblo Canyon, New Mexico, Site is located near the town of Los Alamos, New Mexico, approximately 25 miles northwest of Santa Fe and 60 miles north-northeast of Albuquerque. The site is accessible from Canyon Road, which runs just south of the former waste treatment plant. The plant was situated on a mesa that forms the south rim of Acid Canyon. Acid Canyon is a small tributary near the head

308

Colorado State University Cooperative Extension. 9/92.  

E-Print Network (OSTI)

, pink to red Tatarian maple rounded winged seeds in summer, yellow fall color, tolerant of alkaline or large shrub, gray bark, Rocky Mountain maple oval yellow fall color, bright red winter buds. Acer grandidentatum 25 15 Broad, m L Survives in dry sites once established; orange- Wasatch maple spreading -red fall

309

NETL F 451.1-1/1 Categorical Exclusion (CX) Designation Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

PS26-09NT01-00 Utah Clean CitiesWasatch CNG,L.L.C. EE DE-PS26-09NT01-00 PMCPVT 2010 Kay Kelly November 2010 - October 2013 Salt Lake City, Utah - Salt Lake County Utah Expansion...

310

2004 Geological Society of America. For permission to copy, contact Copyright Permissions, GSA, or editing@geosociety.org. Geology; May 2004; v. 32; no. 5; p. 385388; doi: 10.1130/G20421.1; 3 figures; Data Repository item 2004064. 385  

E-Print Network (OSTI)

and exhumation on segments that are partitioned by long-lived structural segment boundaries. Apatite (U line--Wasatch fault zone; dashed white lines--approximate segment bound- aries; asterisks--ages from-fault movement. Little work has been done to evaluate long-term seg- mentation of normal-fault systems by looking

Armstrong, Phillip A.

311

B R I G H A M Y O U N G U N I V E R S I T Y G E O L O G I C A L S O C I E T Y O F A M E R I C A  

E-Print Network (OSTI)

the East Humboldt Range, Nevada . . . . . . . . . . . . . . . . . . . . . . . . .Allen J. McGrew and Mark T Humboldt Range, Nevada . . . . . . . . . . . . . . .Phyllis Camilleri and Allen McGrew Part 3: Large of the Colorado Plateau, Basin and Range, Wasatch Front, and Snake River Plain in the vicinity of Salt Lake City

Seamons, Kent E.

312

Brigham Young University Geology Studies Volume 27, Part 2  

E-Print Network (OSTI)

along the Southern Wasatch, Fish Springs, and House Ranges Wah Wah Range, Beaver County, Utah .................. Richard F. Wheeler Publications and Maps. Ccntrdl W d h Wdh Range. R e a ~ e r('ount~.1itah Ah\\trac r Inr~odurtlon #12

Seamons, Kent E.

313

Synoptic Flow and Density Observations near an Arctic Shelf Break  

Science Conference Proceedings (OSTI)

Analyses of data from three shipborne surveys describe the quasi-synoptic density and velocity fields near Barrow Canyon, Alaska. The canyon parallels the northwestern coast of Alaska and contains three different water masses. These are 1) warm ...

Andreas Münchow; Eddy C. Carmack

1997-07-01T23:59:59.000Z

314

Los Alamos National Laboratory: Long-Term Environmental Stewardship...  

NLE Websites -- All DOE Office Websites (Extended Search)

What waters does LANL protect? Map of Los Alamos townsite bordered by Pueblo and Los Alamos Canyons Los Alamos townsite bordered by Pueblo and Los Alamos Canyons Buckman Direct...

315

Measurement of theta13 with reactor neutrinos  

E-Print Network (OSTI)

at the Diablo Canyon nuclear power plant in California.erent distances from a nuclear power plant, a future reactorthe Diablo Canyon nuclear power plant in Cal- ifornia, and

Heeger, Karsten M.; Freedman, Stuart J.; Kadel, Richard W.; Luk, Kam-Biu

2004-01-01T23:59:59.000Z

316

Site Environmental Report for 2005 Volume I and Volume II  

E-Print Network (OSTI)

Analyte Gross beta Location* Chicken Creek Field Blank S.I.Canyon Field Blank N. Fork Strawberry Creek Gross beta 69-beta Location* Chicken Creek East Canyon S.I. Conventional Field

Ruggieri, Michael

2006-01-01T23:59:59.000Z

317

--No Title--  

NLE Websites -- All DOE Office Websites (Extended Search)

F-Canyon is installing a new 480-volt line to supply electrical power to a hot water heater used to supply heat to the F-Canyon Truckwell. A pad will be poured near the south end...

318

G:arrFIELD CODE 5 FILESPreliminary Section 2  

U.S. Energy Information Administration (EIA)

ice canyon grand ut 019 012193 n 1982 indian canyon duchesne ut 013 010945 n 1977 ismay san juan ut 037 349587 oa 1956 ismay south san juan ut 037 ...

319

acid  

NLE Websites -- All DOE Office Websites (Extended Search)

Acid/Pueblo Canyon, New Mexico, Site. Acid/Pueblo Canyon, New Mexico, Site. This site is managed by the U.S. Department of Energy Office of Legacy Management. Site Description and History The Acid/Pueblo Canyon, New Mexico, Site is located near the town of Los Alamos, New Mexico, approximately 25 miles northwest of Santa Fe and 60 miles north-northeast of Albuquerque. The site is accessible from Canyon Road, which runs just south

320

EIS-0283-S2: Interim Action Determination  

Energy.gov (U.S. Department of Energy (DOE))

Processing of Plutonium Materials from the DOE Standard 3013 Surveillance Program in H-Canyon at the Savannah River Site

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


321

EA-1863: Final Environmental Assessment  

Energy.gov (U.S. Department of Energy (DOE))

Vegetation Management Plan for Glen Canyon to Pinnacle Peak 345-kV transmission line, Coconino National Forest, Arizona

322

Gas Mileage of 2006 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

6 GMC Vehicles 6 GMC Vehicles EPA MPG MODEL City Comb Hwy 2006 GMC Canyon 2WD 4 cyl, 2.8 L, Automatic 4-spd, Regular Gasoline Compare 2006 GMC Canyon 2WD 15 City 18 Combined 22 Highway 2006 GMC Canyon 2WD 4 cyl, 2.8 L, Manual 5-spd, Regular Gasoline Compare 2006 GMC Canyon 2WD View MPG Estimates Shared By Vehicle Owners 18 City 20 Combined 25 Highway 2006 GMC Canyon 2WD 5 cyl, 3.5 L, Automatic 4-spd, Regular Gasoline Compare 2006 GMC Canyon 2WD 17 City 19 Combined 22 Highway 2006 GMC Canyon 2WD 5 cyl, 3.5 L, Manual 5-spd, Regular Gasoline Compare 2006 GMC Canyon 2WD 17 City 19 Combined 23 Highway 2006 GMC Canyon 4WD 4 cyl, 2.8 L, Automatic 4-spd, Regular Gasoline Compare 2006 GMC Canyon 4WD 15 City 17 Combined 21 Highway 2006 GMC Canyon 4WD 4 cyl, 2.8 L, Manual 5-spd, Regular Gasoline

323

Gas Mileage of 2005 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

5 GMC Vehicles 5 GMC Vehicles EPA MPG MODEL City Comb Hwy 2005 GMC Canyon 2WD 4 cyl, 2.8 L, Automatic 4-spd, Regular Gasoline Compare 2005 GMC Canyon 2WD View MPG Estimates Shared By Vehicle Owners 16 City 18 Combined 23 Highway 2005 GMC Canyon 2WD 4 cyl, 2.8 L, Manual 5-spd, Regular Gasoline Compare 2005 GMC Canyon 2WD View MPG Estimates Shared By Vehicle Owners 18 City 21 Combined 24 Highway 2005 GMC Canyon 2WD 5 cyl, 3.5 L, Automatic 4-spd, Regular Gasoline Compare 2005 GMC Canyon 2WD 16 City 18 Combined 22 Highway 2005 GMC Canyon 2WD 5 cyl, 3.5 L, Manual 5-spd, Regular Gasoline Compare 2005 GMC Canyon 2WD 17 City 19 Combined 23 Highway 2005 GMC Canyon 4WD 4 cyl, 2.8 L, Automatic 4-spd, Regular Gasoline Compare 2005 GMC Canyon 4WD 15 City 17 Combined 21 Highway 2005 GMC Canyon 4WD 4 cyl, 2.8 L, Manual 5-spd, Regular Gasoline

324

Advanced oil recovery technologies for improved recovery from slope basin clastic reservoirs, Nash Draw Brushy Canyon Pool, Eddy County, NM. Quarterly technical progress report, October 1--December 31, 1995  

SciTech Connect

Objective is to demonstrate that a development program based on advanced reservoir management methods can significantly improve oil recovery and to transfer this technology to oil and gas producers in the Permian Basin. The demonstration plan includes developing a control area using standard reservoir management techniques and comparing the performance of the control area with an area developed using advanced management methods. Specific goals are (1) to demonstrate that a development drilling program and pressure maintenance program, based on advanced reservoir management methods, can significantly improve oil recovery compared with existing technology applications, and (2) to transfer the advanced technologies to oil and gas producers in the Permian Basin and elswhere in the US oil and gas industry. This is the first quarterly progress report on the project; results to date are summarized.

NONE

1996-01-22T23:59:59.000Z

325

Notice of Intent To Prepare a Draft Environmental Impact Statement and Conduct Public Scoping on the Adoption of a Long-Term Experimental and Management Plan for the Operation of Glen Canyon Dam  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

35 Federal Register 35 Federal Register / Vol. 76, No. 129 / Wednesday, July 6, 2011 / Notices should be 4-wheel drive and have heavy-duty tires due to the terrain. To sign on for the tour, contact Sherry Foot, Special Programs Coordinator, (801) 539-4195, no later than close of business July 25, 201l. On August 5, a business meeting will be held to discuss the ecological, social, and economic values that can be created by the proposed grazing strategy (follow-up to the field tour); RAC voting in support of the Rich County Project subgroup report; RAC subgroup report on the draft BLM Utah Instruction Memorandum on the Statewide Travel Management Planning Policy; Air Quality status update; a conference call with BLM's Director Abbey on the RAC's involvement with the America's

326

Floral-greenhouse geothermal-heating demonstration. Final report, January 24, 1979-September 30, 1982  

DOE Green Energy (OSTI)

The planning and execution of a commercial geothermal development program for heating floral greenhouses are summarized. The program site was the Utah Roses property located about four miles from the Wasatch Mountains Faultline at Sandy in Salt Lake County, Utah. The report is concerned with four primary project features: a) resource exploration; b) well drilling and testing; c) production and distribution; and d) economics of resource development and use.

Not Available

1982-10-01T23:59:59.000Z

327

Underbalanced drilling in the Piceance basin. Final report, June 1997  

Science Conference Proceedings (OSTI)

Underbalanced drilling technology is established and fairly well understood in some areas in the U.S. such as Appalachia. The primary objective of this cooperative project in the Piceance Basin was to use underbalanced drilling technologies to reduce rates of penetration such that significant cost reductions could occur. Fluids evaluated included air/mist, stiff foams and aerated muds. Underbalanced drilling was successful particularly in the surface hole; however, heaving shales in the Wasatch section were problematic.

Lewis, C.A.; Graham, R.L.

1997-06-01T23:59:59.000Z

328

Increased oil production and reserves from improved completion techniques in the Bluebell Field, Uinta Basin, Utah. Annual report, September 30, 1993--September 30, 1994  

SciTech Connect

The Bluebell field produces from the Tertiary lower Green River and Wasatch Formations of the Uinta Basin, Utah. The productive interval consists of thousands of feet of interbedded fractured clastic and carbonate beds deposited in a fluvial-dominated deltaic lacustrine environment, sandstones deposited in fluvial-dominated deltas; and carbonates and some interbedded sandstones of the lower Wasatch transition deposited in mud flats. Bluebell project personnel are studying ways to improve completion techniques used in the field to increase primary production in both new wells and recompletions. The study includes detailed petrographic examination of the different lithologic reservoir types in both the outcrop and core. Outcrop, core, and geophysical logs are being used to identify and map important depositional cycles. Petrographic detail will be used to improve log calculation methods which are currently highly questionable due to varying water chemistry and clay content in the Green River and Wasatch Formations. Field mapping of fractures and their relationship to basin tectonics helps predict the orientation of open fractures in the subsurface. The project includes acquiring bore-hole imaging logs from new wells in the Bluebell field thereby obtaining detailed subsurface fracture data previously not available. Reservoir simulation models are being constructed to improve the understanding of pressure and fluid flow within the reservoir. A detailed database of well completion histories has been compiled and will be studied to determine which were the most and the least effective methods used in the past.

Allison, M.

1995-07-01T23:59:59.000Z

329

Seismic attribute analyses of lower Permian (Wolfcampian-Leonardian) carbonate buildups, SW Midland, Texas  

E-Print Network (OSTI)

A trend of Wolfcampian-Leonardian carbonate buildups is located in the southwestern Midland Basin, Upton County, Texas. The buildup trend is located east of the eastern faulted margin of the Central Basin Platform and north of the Ozona Arch. Carbonate deposition began during lowstand times, within or just below wave base. In the Southwestern Midland Basin, the Wolfcampian-Leonardian carbonate interval is lithologically heterogeneous due to the presence of abundant lithoclastic debris that was shed from the uplifted Central Basin Platform. The lithologic heterogeneity makes it difficult to identify the buildups on seismic profiles. Several inferred buildups have been drilled in the past, but many boreholes only penetrated lithoclastic facies, not true buildup facies. Analyses of various seismic attributes were conducted for the Wolfcampian-Leonardian interval in the SW Midland Basin in an attempt to improve the recognition and imaging of the carbonate buildups. The objective was to identify a set of attributes that directly indicate the buildup locations. After extensive trial of various attributes, the variance attribute was selected as the optimum seismic attribute. The resultant 3D variance volume was used to detect the buildup locations, and some aspects of their internal stratigraphy, and to establish the fault framework in the Amacker survey. The instantaneous frequency attribute, combined with the variance attribute was also marginally useful for imaging the buildups. The variance attribute and instantaneous frequency were compared. Images generated from the variance attribute are better than those generated using the instantaneous frequency because on these images, it is possible to localize the buildups. The instantaneous frequency attribute combined with the variance attribute allows recognition of lithologic heterogeneities inside the buildup interval.

Decalf, Carole Christiane

2001-01-01T23:59:59.000Z

330

Gas Mileage of 2008 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

8 GMC Vehicles 8 GMC Vehicles EPA MPG MODEL City Comb Hwy 2008 GMC Acadia AWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2008 GMC Acadia AWD View MPG Estimates Shared By Vehicle Owners 16 City 18 Combined 22 Highway 2008 GMC Acadia FWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2008 GMC Acadia FWD View MPG Estimates Shared By Vehicle Owners 16 City 19 Combined 24 Highway 2008 GMC Canyon 2WD 4 cyl, 2.9 L, Automatic 4-spd, Regular Gasoline Compare 2008 GMC Canyon 2WD View MPG Estimates Shared By Vehicle Owners 18 City 20 Combined 24 Highway 2008 GMC Canyon 2WD 4 cyl, 2.9 L, Manual 5-spd, Regular Gasoline Compare 2008 GMC Canyon 2WD 18 City 20 Combined 24 Highway 2008 GMC Canyon 2WD 5 cyl, 3.7 L, Automatic 4-spd, Regular Gasoline Compare 2008 GMC Canyon 2WD

331

Untitled-1  

Office of Legacy Management (LM)

fact sheet provides information about the Bayo Canyon, New Mexico, Site. fact sheet provides information about the Bayo Canyon, New Mexico, Site. This site is managed by the U.S. Department of Energy Office of Legacy Management. Site Description and History The Bayo Canyon, New Mexico, Site is located approx- imately 3 miles west of Los Alamos, New Mexico, 25 miles northwest of Santa Fe, and 60 miles north- northeast of Albuquerque. Partly in Los Alamos County

332

East Wind Events at Double Eagle II Airport  

E-Print Network (OSTI)

East canyon wind events are notorious for their strength and sudden onset in New Mexico’s Rio Grande Valley. Locations below canyons opening into the valley from the east commonly experience surface winds at speeds from 15 to 25 mph with gusts around 35 mph during east canyon wind events, and these gap winds can be much stronger depending on the strength of the

David L. Craft

2008-01-01T23:59:59.000Z

333

Browse wiki | Open Energy Information  

Open Energy Info (EERE)

Facebook icon Twitter icon Browse wiki Jump to: navigation, search Coyote Canyon Steam Plant Biomass Facility CommercialOnlineDate 1989 + Coordinates 33.7174708,...

334

SSRL HEADLINES November 2003  

NLE Websites -- All DOE Office Websites (Extended Search)

Issue: Science Highlight - Remediation of Uranium-contaminated Water at Fry Canyon, Utah A Message from the SSRL Director Spencer Abraham Announces DOE 20-Year Facility Plan...

335

Sandia technologist Richard Simpson featured for helping solve...  

NLE Websites -- All DOE Office Websites (Extended Search)

Simpson has filled a canyon with soap bubbles, shot photos of flaming liquefied natural gas from a helicopter, floated balloons hundreds of feet in the air to calibrate...

336

CX-007153: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Determination CX-007153: Categorical Exclusion Determination Glen Canyon substation Transformer Addition CX(s) Applied: B4.6 Date: 05052011 Location(s): Coconino County, Arizona...

337

Microsoft PowerPoint - Perry.ppt  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

MIDPOINT AREA LOS ANGELES AREA ALBUQUERQUE AREA NAVAJO DENVER AREA MOJAVE HOOVER PHOENIX AREA LANGDON HOT SPRINGS HELLS CANYON CHIEF JOSEPH BURNS PINTO FOUR CORNERS SHASTA LANGDON...

338

sr0906.docx  

NLE Websites -- All DOE Office Websites (Extended Search)

workers at H-Canyon recently successfully completed processing the last highly enriched uranium (HEU) components from a Nevada Test Site (NTS) reactor. The NTS reactor,...

339

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

EIS-0374: Draft Environmental Impact Statement Klondike IIIBiglow Canyon Project Wind Integration Project http:energy.govnepadownloadseis-0374-draft-environmental-imp...

340

Record of Decision (ROD) | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Energy Projects October 25, 2005 EIS-0374: Record of Decision Klondike III Biglow Canyon Wind Integration Project September 21, 2005 EIS-0355: Record of Decision Remediation of...

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341

EIS-0374: Final Environmental Impact Statement | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Statement EIS-0374: Final Environmental Impact Statement Klondike IIIBiglow Canyon Wind Integration Project This summary covers the major points of the draft Environmental...

342

EIS-0374: Record of Decision | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

4: Record of Decision EIS-0374: Record of Decision Klondike III Biglow Canyon Wind Integration Project The Bonneville Power Administration (BPA) has decided to implement the...

343

www.eia.gov  

U.S. Energy Information Administration (EIA)

SEPT02CA 1. Moss Landing Power Plant Gas Dynegy -Moss Landing LLC 2. Diablo Canyon Nuclear Pacific Gas & Electric Co 3. San Onofre Southern California Edison Co

344

Employee Handbook  

E-Print Network (OSTI)

22, 23, 31 LBNL Employee Handbook 41 Insurance,34 42 LBNL Employee Handbook Strawberry Canyon RecreationalHotline to pro- 40 LBNL Employee Handbook Index A Activities

Bello, Madelyn

2008-01-01T23:59:59.000Z

345

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

expand the operations of the H-Canyon Facility at SRS to support a major nuclear non-proliferation goal and save taxpayer dollars. http:energy.govemarticles...

346

EIS-0374: EPA Notice of Availability of the Final Environmental...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

EPA Notice of Availability of the Final Environmental Impact Statement EIS-0374: EPA Notice of Availability of the Final Environmental Impact Statement Klondike III Biglow Canyon...

347

EIS-0374: EPA Notice of Availability of the Draft Environmental...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

EPA Notice of Availability of the Draft Environmental Impact Statement EIS-0374: EPA Notice of Availability of the Draft Environmental Impact Statement Klondike IIIBiglow Canyon...

348

Current Perspectives on the Physical and Biological Processes of Humboldt Bay  

E-Print Network (OSTI)

northern Alaska; Cosmopolitan ( Hartman 1969). Humboldt Bay,canyon depths in silty mud; Cosmopolitan (Hartman 1969). New1996). Distribution: Cosmopolitan, in intertidal sand flats

Schlosser, S. C.; Rasmussen, R.

2007-01-01T23:59:59.000Z

349

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Categorical Exclusion Determination 221-F Canyon Truckwell Heating, Ventilation, and Air Conditioning System CX(s) Applied: B1.5 Date: 08012011 Location(s): Aiken, South...

350

CX-010589: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

Nine Canyon Communication Tower Addition CX(s) Applied: B4.6 Date: 07/01/2013 Location(s): Washington Offices(s): Bonneville Power Administration

351

Towards a precision measurement of theta13 with reactor neutrinos: Initiatives in the United States  

E-Print Network (OSTI)

at the Braidwood nuclear power plant in Illinois usingerent distances from a nuclear power plant, a future reactorat the Diablo Canyon nuclear power plant in California, and

Heeger, Karsten M.

2004-01-01T23:59:59.000Z

352

CX-008218: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Categorical Exclusion Determination A System Design Study for Wilmington Canyon Offshore Wind Farm CX(s) Applied: A9 Date: 04022012 Location(s): Delaware Offices(s):...

353

EM Recovery Act Press Releases | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Site. June 14, 2011 Massive Cement Pour into Hanford Site Nuclear Facility Underway: Recovery Act Funding Puts U Canyon in Home Stretch of Demolition Preparations RICHLAND, Wash....

354

Advanced Characterization and Monitoring of Chemical Transport ...  

at Box Canyon Site, Idaho B. Faybishenko et al., Conceptual model of the geometry and physics of water flow in a fractured basalt vadose zone: Box ...

355

Los Alamos National Laboratory describes storm damage to environmental...  

NLE Websites -- All DOE Office Websites (Extended Search)

Los Alamos National Laboratory describes storm damage Los Alamos National Laboratory describes storm damage to environmental monitoring stations, canyons Stations supporting Santa...

356

The 1995 Electronic Materials Conference Program Sessions - TMS  

Science Conference Proceedings (OSTI)

... by Material and Implementation Issues: Takyiu Liu, Chanh Nguyen, and Hsiang-Chih Sun, Hughes Research Laboratories, RL 61, 3011 Malibu Canyon Road, ...

357

NETL: Oil & Natural Gas Technologies Reference Shelf - Presentation...  

NLE Websites -- All DOE Office Websites (Extended Search)

Gas-hydrate concentration and uncertainty estimation from electrical resistivity logs: examples from Green Canyon, Gulf of Mexico Gas-hydrate concentration and uncertainty...

358

Decommissioning Project Remnant Considerations  

- P-Reactor 2013 - R-Reactor 2014 - F-Canyon 2015 (pending Global Nuclear Energy Partnership decision by 2011) 5 Project Drivers

359

Decision-making in Electricity Generation Based on Global Warming Potential and Life-cycle Assessment for Climate Change  

E-Print Network (OSTI)

A case study of a hydroelectric power plant (Glen Canyon)over time. In the case of hydroelectric plants, besidesthe decommissioning of hydroelectric power plants. Although

Horvath, Arpad

2005-01-01T23:59:59.000Z

360

www.eia.gov  

U.S. Energy Information Administration (EIA)

belridge north main pass sa blk 299 huntington beach kern front garden banks blk 215 mississippi canyon blk 582 cedar hills viosca knoll blk 786 ...

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


361

EIS-0283-S2: Interim Action Determination  

Energy.gov (U.S. Department of Energy (DOE))

Surplus Plutonium Disposition Supplemental Environmental Impact Statement (Use of H-Canyon/HB-Line to Prepare Feed for the Mixed Oxide Fuel Fabrication at the Savannah River Site)

362

Nuclear Resonance Fluorescence for Nuclear Materials Assay  

E-Print Network (OSTI)

and Diablo Canyon 2 nuclear reactors. Data were taken fromCapacity Operation of nuclear reactors for power generationby the operation of nuclear reactors. Therefore, ap-

Quiter, Brian Joseph

2010-01-01T23:59:59.000Z

363

EIA Report 9/16/08 - Hurricane Impacts on U.S. Oil & Natural Gas ...  

U.S. Energy Information Administration (EIA)

The Independence Hub platform, located about 150 miles offshore Louisiana in Mississippi Canyon reported gas flow exceeding 700 million cubic feet on September 15, ...

364

www.eia.gov  

U.S. Energy Information Administration (EIA)

Klamath Cogeneration Plant Pacific Klamath Energy Inc 9. Hermiston Generating Plant Hermiston Generating Co LP 10. Biglow Canyon Wind Farm Other ...

365

CX-010022: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Determination CX-010022: Categorical Exclusion Determination Stiffen Canyon Exhaust Fan 3 Motor Pedestal CX(s) Applied: B2.5 Date: 01282013 Location(s): South Carolina...

366

EIS-0219: Record of Decision | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

of Plutonium Solutions Stored in the F-Canyon Facility, Savannah River Site, Aiken, SC Based on the analysis in the Final Environmental Impact Statement for the Stabilization...

367

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

10 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One Bear Place, Box 97354...

368

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

January 1 - March 31, 2011 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One...

369

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

09 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One Bear Place, Box 97354...

370

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

January 1 - March 31, 2012 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One...

371

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

April 1 - June 30, 2011 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One...

372

Electrical Resistivity Investigation of Gas Hydrate Distribution...  

NLE Websites -- All DOE Office Websites (Extended Search)

July 1 - September 30, 2011 Electrical Resistivity Investigation of Gas Hydrate Distribution in the Mississippi Canyon Block 118, Gulf of Mexico Submitted by: Baylor University One...

373

Atmospheric transport in complex terrain at Los Alamos, Area G  

Science Conference Proceedings (OSTI)

This report documents the atmospheric dispersion used in the Area G Performance Assessment for off-site airborne dose calculations. Potential airborne contaminants from the mesa top disposal facility disperse in the complex terrain dominated by narrow mesas in parallel to narrow canyons. The dispersion is characterized by site-specific values of X/Q [(Ci/m{sup 3})/(Ci/s)] at each of two designated receptor locations, a {open_quote}maximum off-site dose{close_quote} location and a nearby population center (White Rock, NM). The values of X/Q in each of the sixteen wind sectors are first estimated with the CAP-88 computer code using 1992 annual meteorologic data from Area G and assuming an area source for release. This data captures the dominant wind direction on the mesa tops from the SSW. These dispersion parameters are assumed to apply to open, flat terrain and must be corrected for the complex mesa and canyon terrain terrain surrounding the Area G site. Additional meteorologic data has been collected over two years from six remote temporary meteorological stations operated on the mesas and in the canyons immediately around Area G. These data indicate that the wind flow in the canyons is exclusively bimodel, flowing up canyon during the day and down canyon at night. It is conservatively assumed that all ground level releases from Area G which blow out across an adjacent canyon become entrained in the canyon flow. This effectively combines the contaminant release for several sectors into a single canyon flow which is upstream during the day or downstream at night. This canyon channeling mechanism is implemented in the model by summing the wind sector dispersion factors over those sectors appropriate to the geometry for a release from Area G toward either adjacent canyon.

Vold, E.L.

1997-03-01T23:59:59.000Z

374

NETL: National Methane Hydrates R&D Program- 2009 GOM JIP Expedition  

NLE Websites -- All DOE Office Websites (Extended Search)

Green Canyon Block 955 Green Canyon Block 955 The gas hydrates JIP site selection team identified numerous potential targets in Green Canyon block 955. Three of these sites were drilled in Leg II. The wells are located in over 6,500 ft of water near the foot of the Sigsbee Escarpment. The locations are near a major embayment into the Escarpment (“Green Canyon”) which has served as a persistent focal point for sediment delivery into the deep Gulf of Mexico. Topographic map of the seafloor in the Green Canyon area. Topographic map of the seafloor in the Green Canyon area. Block 955 lies just seaward of the Sigsbee Escarpment in ~6,500 feet of water Green Canyon block 995 includes a prominent channel/levee complex that has transported and deposited large volumes of sandy sediment from the canyon to the deep Gulf of Mexico abyssal plain. The southwest corner of the block includes a recently developed structural high caused by deeper mobilization of salt. The crest of the structural high is cut by complex network of faults that can provide pathways for migrating fluids and gases. Geophysical data reviewed during assessment of the site revealed a complex array of geophysical responses near the inferred base of gas hydrate stability. Some of these responses are suggestive of free gas and some indicative of gas hydrate, but all are limited to depths that are near or below the inferred base of gas hydrate stability.

375

TAXON 57 (2) May 2008: 452475Stefanovi & al. Phylogeny of Edraianthus INTRODUCTION  

E-Print Network (OSTI)

the canyon of the Sutjeska river and its trib- utaries in E Bosnia and Herzegovina (SE Dinaric Alps. serpyllifolius s. s. from the Herzegovinian Mts. in Bosnia and Herzegovina and Mt. Orjen in Montenegro (191 specimens), and E. sutjeskae from Sutjeska canyon in Bosnia and Herzegovina (26 specimens). Morphological

376

Volume 22, Part2-October 1975 FieldGwideandRoadLogto theWestern b k Cliffs,  

E-Print Network (OSTI)

, and following Coal Canyon Log. Kaiser No. 3 Mine tipple, Sunnyside. Go southwest to- ward East Carbon City. 105 Mine road ahead. Continue straight ahead into Horse Canyon. Thick coal on cliff at 2 o location of some subsidence fractures through the Castlegate Sandstone from mine workings in Sunnyside Coal

Seamons, Kent E.

377

Figure1 NOP.ai  

NLE Websites -- All DOE Office Websites (Extended Search)

78 69 75A 75 75B 74 84 83 85B 85 B 85 73 62 66 72 7 2 C 72 A 72 B 71B 81 82 80 A 26 46 4 6 A 52 56 44 71 71A 90 77 2 50B 25 Strawberry Canyon Gate Blackberry Canyon Entrance...

378

Los Alamos National Laboratory: Long-Term Environmental Stewardship and  

NLE Websites -- All DOE Office Websites (Extended Search)

Protections: Sediment Control = Contaminant Retention Protections: Sediment Control = Contaminant Retention LANL maintains hundreds of wells, stream sampling stations and stormwater control structures to protect waters. Map of Los Alamos townsite bordered by Pueblo and Los Alamos Canyons Los Alamos townsite bordered by Pueblo and Los Alamos Canyons Los Alamos Canyon weir Pueblo Canyon grade control structure Trap and remove sediment Willows Wildfires Stormwater structures Los Alamos Canyon dam and reservoir Stormwater controls after wildfire Hydroseeding LANL constrains the flow of contaminated sediments into the Rio Grande. Fact Check » « Every watershed at LANL has been evaluated and stormwater controls have been installed to keep contaminated sediment on LANL property. Every waste management area on mesa tops has been evaluated and 80% of planned controls

379

Boosting America's Hydropower Output | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Boosting America's Hydropower Output Boosting America's Hydropower Output Boosting America's Hydropower Output October 9, 2012 - 2:10pm Addthis The Boulder Canyon Hydroelectric Facility's new, highly-efficient turbine. | Photo courtesy of the city of Boulder, Colorado. The Boulder Canyon Hydroelectric Facility's new, highly-efficient turbine. | Photo courtesy of the city of Boulder, Colorado. City of Boulder employees celebrate the completion of the Boulder Canyon Hydroelectric Modernization project. | Photo courtesy of the city of Boulder, Colorado. City of Boulder employees celebrate the completion of the Boulder Canyon Hydroelectric Modernization project. | Photo courtesy of the city of Boulder, Colorado. The Boulder Canyon Hydroelectric Facility's new, highly-efficient turbine. | Photo courtesy of the city of Boulder, Colorado.

380

EM Issues Amended Decision to Expand Use of Nuclear Facility | Department  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Issues Amended Decision to Expand Use of Nuclear Facility Issues Amended Decision to Expand Use of Nuclear Facility EM Issues Amended Decision to Expand Use of Nuclear Facility April 1, 2013 - 12:00pm Addthis H-Canyon at Savannah River Site. The building is called a canyon because of its long rectangular shape and two continuous trenches that contains process vessels. H-Canyon at Savannah River Site. The building is called a canyon because of its long rectangular shape and two continuous trenches that contains process vessels. AIKEN, S.C. - EM issued an amended Record of Decision (ROD) to the Savannah River Site (SRS) Spent Nuclear Fuel Environmental Impact Statement to expand the operations of the H-Canyon Facility at SRS to support a major nuclear non-proliferation goal and save taxpayer dollars. DOE recently signed a contract allowing Atomic Energy of Canada Limited

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381

EM Issues Amended Decision to Expand Use of Nuclear Facility | Department  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

EM Issues Amended Decision to Expand Use of Nuclear Facility EM Issues Amended Decision to Expand Use of Nuclear Facility EM Issues Amended Decision to Expand Use of Nuclear Facility April 1, 2013 - 12:00pm Addthis H-Canyon at Savannah River Site. The building is called a canyon because of its long rectangular shape and two continuous trenches that contains process vessels. H-Canyon at Savannah River Site. The building is called a canyon because of its long rectangular shape and two continuous trenches that contains process vessels. AIKEN, S.C. - EM issued an amended Record of Decision (ROD) to the Savannah River Site (SRS) Spent Nuclear Fuel Environmental Impact Statement to expand the operations of the H-Canyon Facility at SRS to support a major nuclear non-proliferation goal and save taxpayer dollars. DOE recently signed a contract allowing Atomic Energy of Canada Limited

382

EIS-0480: Long-Term Experimental and Management Plan for the Operation of  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

0: Long-Term Experimental and Management Plan for the 0: Long-Term Experimental and Management Plan for the Operation of Glen Canyon Dam EIS-0480: Long-Term Experimental and Management Plan for the Operation of Glen Canyon Dam SUMMARY Two agencies of the Department of the Interior, Bureau of Reclamation and National Park Service, are jointly preparing a Long-Term Experimental and Management Plan for the Glen Canyon Dam and an EIS for adoption of the Plan. The Glen Canyon Dam, on the Colorado River in northern, Arizona, generates hydroelectric power that is marketed by DOE's Western Area Power Administration, a cooperating agency. PUBLIC COMMENT OPPORTUNITIES None available at this time. DOCUMENTS AVAILABLE FOR DOWNLOAD July 6, 2011 EIS-0480: Notice of Intent to Prepare a Draft Environmental Impact Statement Long-Term Experimental and Management Plan for the Operation of Glen Canyon

383

bayo.cdr  

NLE Websites -- All DOE Office Websites (Extended Search)

Bayo Bayo Canyon, New Mexico, Site. This site is managed by the U.S. Department of Energy Office of Legacy Management. Site Description and History The Bayo Canyon, New Mexico, Site is located approximately 3 miles west of Los Alamos, New Mexico, 25 miles northwest of Santa Fe, and 60 miles north-northeast of Albuquerque. Partly in Los Alamos County and partly in Santa Fe County, Bayo Canyon is one of numerous canyons that cut into the Pajarito Plateau in north-central New Mexico. The U.S. government owned the site from 1943 to 1967 as part of the Los Alamos National Laboratory (LANL) operations. The Manhattan Engineer District (MED) constructed facilities in Bayo Canyon in 1943 and 1944. MED and later the U.S. Atomic Energy Commission (AEC) used the site between 1944 and 1961 as a firing range for high explosive experiments in conjunction with research on nuclear development. These explosions

384

A Preliminary Study Of Older Hot Spring Alteration In Sevenmile Hole, Grand  

Open Energy Info (EERE)

Study Of Older Hot Spring Alteration In Sevenmile Hole, Grand Study Of Older Hot Spring Alteration In Sevenmile Hole, Grand Canyon Of The Yellowstone River, Yellowstone Caldera, Wyoming Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Journal Article: A Preliminary Study Of Older Hot Spring Alteration In Sevenmile Hole, Grand Canyon Of The Yellowstone River, Yellowstone Caldera, Wyoming Details Activities (4) Areas (1) Regions (0) Abstract: Erosion in the Grand Canyon of the Yellowstone River, Yellowstone Caldera (640 ka), Wyoming, has exposed a cross section of older hydrothermal alteration in the canyon walls. The altered outcrops of the post-collapse tuff of Sulphur Creek (480 ka) extend from the canyon rim to more than 300 m beneath it. The hydrothermal minerals are zoned, with an advanced argillic alteration consisting of an association of quartz (opal)

385

Geothermal investigations at Crystal Hot Springs, Salt Lake County, Utah. Report of Investigation No. 139  

DOE Green Energy (OSTI)

The Crystal Hot Springs geothermal system is located in southern Salt Lake County, Utah 22.5 km (14 miles) south of Salt Lake City near the town of Draper. The system is immediately west of the Wasatch Mountains at the easternmost edge of the Basin and Range physiographic province within an active seismic zone referred to as the Intermountain Seismic Belt. The springs are located north of an east-west trending horst known as the Traverse Range. The range is intermediate in elevation between the Wasatch Range to the east and the valley grabens to the north and south. A series of northeast striking normal faults with a combined displacement of at least 90/sup 0/m (3000 ft) separate the horst from the Jordan Valley graben to the north. The spring system is located between two closely spaced range-front faults where the faults are intersected by a north-northeast striking fault. The fractured Paleozoic quartzite bedrock 25 m (80 ft) beneath the surface leaks thermal water into the overlying unconsolidated material and the springs issue along zones of weaknesses in the relatively impermeable confining zone that parallel the bedrock faults. Meteoric water from the Wasatch Range is warmed in the normal geothermal gradient of the province (approximately 32/sup 0/C/km) as the water circulates to a minimum depth of approximately 2.5 km (1.55 miles) via an undetermined path through aquifers and faults. Data collected at the Crystal Hot Springs system under the DOE state coupled program are presented for use by individuals interested in the system.

Murphy, P.J.; Gwynn, J.W.

1979-10-01T23:59:59.000Z

386

Compound and Elemental Analysis At Northern Basin & Range Region (Cole,  

Open Energy Info (EERE)

Cole, Cole, 1983) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Compound and Elemental Analysis At Northern Basin & Range Region (Cole, 1983) Exploration Activity Details Location Northern Basin and Range Geothermal Region Exploration Technique Compound and Elemental Analysis Activity Date Usefulness not indicated DOE-funding Unknown Notes Wstern Utah hot springs: Antelope, Fish (Deadman), Fish (Wilson), Twin Peak, Cudahy, Laverkin, Grantsville, Crystal Prison, Arrowhead, Red Hill, Monroe, Joseph, Castilla, Saratoga, Thermo, Crater, Wasatch, Beck, Deseret, Big Spring, Blue Warm, Crystal Madsen, Udy, Cutler, Garland, Utah, Ogden, Hooper, Newcastle Area References David R. Cole (1983) Chemical And Isotopic Investigation Of Warm

387

Gas Mileage of 2009 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

09 GMC Vehicles 09 GMC Vehicles EPA MPG MODEL City Comb Hwy 2009 GMC Acadia AWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2009 GMC Acadia AWD View MPG Estimates Shared By Vehicle Owners 16 City 19 Combined 23 Highway 2009 GMC Acadia FWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2009 GMC Acadia FWD View MPG Estimates Shared By Vehicle Owners 17 City 19 Combined 24 Highway 2009 GMC Canyon 2WD 4 cyl, 2.9 L, Automatic 4-spd, Regular Gasoline Compare 2009 GMC Canyon 2WD 18 City 20 Combined 24 Highway 2009 GMC Canyon 2WD 5 cyl, 3.7 L, Automatic 4-spd, Regular Gasoline Compare 2009 GMC Canyon 2WD 17 City 19 Combined 23 Highway 2009 GMC Canyon 2WD 4 cyl, 2.9 L, Manual 5-spd, Regular Gasoline Compare 2009 GMC Canyon 2WD 18 City 20 Combined 24 Highway 2009 GMC Canyon 2WD 8 cyl, 5.3 L, Automatic 4-spd, Regular Gasoline

388

Gas Mileage of 2012 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

2 GMC Vehicles 2 GMC Vehicles EPA MPG MODEL City Comb Hwy 2012 GMC Acadia AWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2012 GMC Acadia AWD View MPG Estimates Shared By Vehicle Owners 16 City 19 Combined 23 Highway 2012 GMC Acadia FWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2012 GMC Acadia FWD View MPG Estimates Shared By Vehicle Owners 17 City 19 Combined 24 Highway 2012 GMC Canyon 2WD 4 cyl, 2.9 L, Automatic 4-spd, Regular Gasoline Compare 2012 GMC Canyon 2WD 18 City 21 Combined 25 Highway 2012 GMC Canyon 2WD 4 cyl, 2.9 L, Manual 5-spd, Regular Gasoline Compare 2012 GMC Canyon 2WD 18 City 21 Combined 25 Highway 2012 GMC Canyon 2WD 8 cyl, 5.3 L, Automatic 4-spd, Regular Gasoline Compare 2012 GMC Canyon 2WD 14 City 16 Combined 20 Highway 2012 GMC Canyon 2WD 5 cyl, 3.7 L, Automatic 4-spd, Regular Gasoline

389

Gas Mileage of 2011 Vehicles by GMC  

NLE Websites -- All DOE Office Websites (Extended Search)

1 GMC Vehicles 1 GMC Vehicles EPA MPG MODEL City Comb Hwy 2011 GMC Acadia AWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2011 GMC Acadia AWD View MPG Estimates Shared By Vehicle Owners 16 City 19 Combined 23 Highway 2011 GMC Acadia FWD 6 cyl, 3.6 L, Automatic 6-spd, Regular Gasoline Compare 2011 GMC Acadia FWD View MPG Estimates Shared By Vehicle Owners 17 City 19 Combined 24 Highway 2011 GMC Canyon 2WD 4 cyl, 2.9 L, Automatic 4-spd, Regular Gasoline Compare 2011 GMC Canyon 2WD 18 City 21 Combined 25 Highway 2011 GMC Canyon 2WD 4 cyl, 2.9 L, Manual 5-spd, Regular Gasoline Compare 2011 GMC Canyon 2WD 18 City 21 Combined 25 Highway 2011 GMC Canyon 2WD 5 cyl, 3.7 L, Automatic 4-spd, Regular Gasoline Compare 2011 GMC Canyon 2WD 17 City 19 Combined 23 Highway 2011 GMC Canyon 2WD 8 cyl, 5.3 L, Automatic 4-spd, Regular Gasoline

390

Depositional history of Lower Permian (Wolfcampian-Leonardian) carbonate buildups, Midland Basin, Upton County, Texas  

E-Print Network (OSTI)

A north-south oriented trend of Wolfcampian-Leonardian carbonate buildups is located in the southwestern Midland Basin, Upton County, Texas. The buildup trend is located west of the eastern faulted margin of the Central Basin Platform and north of the Ozona Arch. This trend was deposited during late Paleozoic time, just after major uplift of the Central Basin Platform and as the Midland Basin subsided. Chevron U.S.A. Production Company has actively explored for petroleum in the buildup trend since the early 1980s and loaned their data set to Texas A&M University for this study. The carbonate buildups lie stratigraphically within the Eddleman and Amacker formations. The Eddleman (middle Wolfcampian (PW-2)-late Wolfcampian (PW-3)) and smacker (early Leonardian (PL-1)-early middle Leonardian (PL-2-A)) formations are composed of varying amounts of shallow-water skeletal limestones, matrix-supported limestones, lithoclastic facies, and minor boundstone facies. Dominant grain types include dasycladacean green algae, Tubiphytes, phylloid algae, crinoids, fusulinids, foraminifera, and coated grains. Carbonate deposition begins during lowstand times within or just below wave base in a low energy environment. Separating the two carbonate units is a basibal dark-colored calcareous shale known informally as the Twenty-one formation (late Wolfcampian) that was deposited during a rapid relative sea-level rise. The Tippett shale overlies the Amacker formation and consists of transgressive, basibal, dark-colored calcareous shale that terminated carbonate deposition in the southwestern Midland Basin during early middle Leonardian time. Two basic types of carbonate buildups, skeletal-sand and carbonate-debris, have been identified in this interval. The buildups formed on a ramp-like depositional profile with subtle paleobathymetric highs and lows that were created by mostly post-strewn (middle Pennsylvanian) deformation. The importance of the paleohighs and lows is that the cleaner skeletal-sand buildups initiated growth within the paleolows, and the carbonate-debris buildups (largely sediment gravity-flow deposits) were deposited on paleohighs. The skeletal-sand buildups created synoptic relief during Leonardian time that forced sediment gravity-flows to move between the buildups. This resulted in the abrupt lateral facies transitions within the Eddleman-Amacker interval. Understanding the depositional history of this carbonate buildup trend is important for establishing models for carbonate deposition in the southwestern Midland Basin, where active deformation, rapid subsidence, and major sea-level fluctuations influenced sedimentation.

Merriam, Catherine O'Hara

1999-01-01T23:59:59.000Z

391

Power Economic Analysis  

NLE Websites -- All DOE Office Websites (Extended Search)

CRSP Management Center CRSP Management Center Western Area Power Administration January 2011 Power Economic Analysis of Operational Restrictions at Glen Canyon Dam In February, 1997, the operating criteria for Glen Canyon Dam were changed. Operation was restricted to a Modified Low Fluctuating Flow as described in the Operation of Glen Canyon Dam, Colorado River Storage Project, Arizona, Final Environmental Impact Statement, March, 1995. These restrictions reduced the operating flexibility of the hydroelectric power plant and therefore the economic value of the electricity it produced. The Environmental Impact Statement provided impact information to support the Record of Decision governing dam operations. The impact

392

NVN-087811 | Open Energy Information  

Open Energy Info (EERE)

87811 87811 Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home NEPA Document Collection for: NVN-087811 CU at New York Canyon Geothermal Area for Geothermal/Exploration, New York Canyon Geothermal Exploration and Development General NEPA Document Info Energy Sector Geothermal energy Environmental Analysis Type CU Applicant TGP Dixie Development Co Geothermal Area New York Canyon Geothermal Area Project Location Lovelock, Nevada Project Phase Geothermal/Exploration Techniques Magnetotellurics Time Frame (days) Application Time 21 Participating Agencies Lead Agency Nevada Funding Agency none provided Managing District Office Winnemucca Managing Field Office Humboldt River Funding Agencies none provided Surface Manager BLM Mineral Manager BLM Selected Dates

393

EA-1736: Final Environmental Assessment | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

36: Final Environmental Assessment 36: Final Environmental Assessment EA-1736: Final Environmental Assessment Expansion of the Sanitary Effluent Reclamation Facility and Environmental Restoration of Reach S-2 of Sandia Canyon at Los Alamos National Laboratory, Los Alamos, New Mexico This Environmental Assessment (EA) considers two separate actions, the expansion of the Sanitary Effluent Reclamation Facility (SERF) and environmental restoration activities located within a portion of upper Sandia Canyon, designated as reach S-2. Both of these actions would take place adjacent to or within upper Sandia Canyon at Los Alamos National Laboratory (LANL). DOE/EA-1736, National Nuclear Security Administration, Final Environmental Assessment for the Expansion of the Sanitary Effluent Reclamation Facility

394

NVN-087791 | Open Energy Information  

Open Energy Info (EERE)

NVN-087791 NVN-087791 Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home NEPA Document Collection for: NVN-087791 CU at New York Canyon Geothermal Area for Geothermal/Exploration, New York Canyon Geothermal Exploration and Development General NEPA Document Info Energy Sector Geothermal energy Environmental Analysis Type CU Applicant TGP Dixie Development Company Geothermal Area New York Canyon Geothermal Area Project Location Lovelock, Nevada Project Phase Geothermal/Exploration Techniques Magnetotellurics Time Frame (days) Application Time 28 Participating Agencies Lead Agency Nevada Funding Agency none provided Managing District Office Winnemucca Managing Field Office Humboldt River Funding Agencies none provided Surface Manager BLM Mineral Manager BLM

395

National Uranium Resource Evaluation: Newcastle Quadrangle, Wyoming and South Dakota  

SciTech Connect

Uranium resources of the Newcastle 1/sup 0/x2/sup 0/ Quadrangle, Wyoming and South Dakota were evaluated to a depth of 1500 m (5000 ft) using available surface and subsurface geologic information. Many of the uranium occurrences reported in the literature and in reports of the US Atomic Energy Commission were located, sampled and described. Areas of anomalous radioactivity, interpreted from an aerial radiometric survey, were outlined. Areas favorable for uranium deposits in the subsurface were evaluated using gamma-ray logs. Based on surface and subsurface data, two areas have been delineated which are underlain by rocks deemed favorable as hosts for uranium deposits. One of these is underlain by rocks that contain fluvial arkosic facies in the Wasatch and Fort Union Formations of Tertiary age; the other is underlain by rocks containing fluvial quartzose sandstone facies of the Inyan Kara Group of Early Cretaceous age. Unfavorable environments characterize all rock units of Tertiary age above the Wasatch Formation, all rock units of Cretaceous age above the Inyan Kara Group, and most rock units of Mesozoic and Paleozoic age below the Inyan Kara Group. Unfavorable environments characterize all rock units of Cretaceous age above the Inyan Kara Group, and all rock units of Mesozoic and Paleozoic age below the Inyan Kara Group.

Santos, E S; Robinson, K; Geer, K A; Blattspieler, J G

1982-09-01T23:59:59.000Z

396

Oil shale of the Uinta Basin, northeastern Utah  

SciTech Connect

The Tertiary rocks, which occupy the interior of the Uinta basin, have been subdivided into four formations: Wasatch, Green River, Bridger, and Uinta. The division is based on stratigraphic and paleontologic evidence. Hydrocarbon materials have been found in all four formations, although bedded deposits (asphaltic sandstone and oil shale) are known only in the Wasatch and Green River. Veins of gilsonite, elaterite, ozocerite, and other related hydrocarbons cut all the Tertiary formation of the Uinta basin. Good oil shale (Uinta basin of Utah) is black or brownish black except on weathered surfaces, where it is blue-white or white. It is fine grained, slightly calcareous, and usually free from grit. It is tough and in thin-bedded deposits remarkably flexible. Although oil shale consists of thin laminae, this is not apparent in some specimens until after the rock has been heated and the oil driven off. Freshly broken oil shale gives off a peculiar odor similar to that of crude petroleum. Oil shale contains a large amount of carbonaceous matter (largely remains of lower plants, including algae), which is the source of the distillation products. Thin splinters of oil shale will burn with a very sooty flame and give off an asphaltic odor. Lean specimens of oil shale have a higher specific gravity than rich specimens and are generally heavier than coal.

Winchester, D.E.

1918-01-01T23:59:59.000Z

397

EIS-0427: Record of Decision | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

7: Record of Decision 7: Record of Decision EIS-0427: Record of Decision Interconnection of the Grapevine Canyon Wind Project, Coconino County, Arizona Western Area Power Administration (Western) received a request from Foresight Flying M, LLC (Foresight) to interconnect its proposed Grapevine Canyon Wind Project (Project) to Western's Glen Canyon-Pinnacle Peak No. 1 and No. 2 transmission lines. The Project would be located about 28 miles south and east of Flagstaff, in Coconino County, Arizona. On June 8, 2012, the Notice of Availability of the Final Environmental Impact Statement (EIS) for Grapevine Canyon Wind Project was published in the Federal Register (77 FR 34041). After considering the environmental impacts, Western has decided to allow Foresight's request for interconnection to

398

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Stiffen Canyon Exhaust Fan 3 Motor Pedestal Stiffen Canyon Exhaust Fan 3 Motor Pedestal Savannah River Site Aiken/Aiken/South Carolina Canyon Exhaust Fan 3 has a history of elevated axial vibration, particularly at the free-end motor bearing. The H-Canyon Facility consulted an outside vendor. The attached report is the latest report from that vendor. In summary, the majority of vibration is driven by turbulence after flow and pressure change with varying facility configuration; however, the "condition of the motor pedestal indicates the possibility of less than desired dynamic stiffness of the motor base plate." The proposed activity is a modification to the fan motor pedestal to install these stiffeners. The PA will be implemented per a future DCF. The Design Engineering group has been tasked with the generation of this document. This PA includes shop

399

U.S. Department of Energy Categorical Exclusion Determination Form  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Glen Canyon Substation Stage 09- Glen Canyon Substation Stage 09- 50MVA 230/69KV Transformer addition Program or Field Office: DOE/Western/Desert Southwest Region Location(s) (City/County/State): Glen Canyon Substation, Page/Coconino County/Arizona Proposed Action Description: Submit by E-mail Western proposes to conduct electrical maintenance activities within the existing Glen Canyon Substation located at Page, Coconino County, Arizona. The project is on federal (Western-owned) property in Section 19 Township 41 N, Range 8 East, in every quarter sections 24 and 25, Coconino County, AZ, (Gila and Salt River Baseline and Meridian; Figure 1 ). The proposed scope of work includes the following (Figure 2): ·Install one 50MVA 230/69KV transformer to a new storage pad in the upper yard. The new pad will measure 26 feet 6 inches long by 16 feet

400

CX-004293: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

New York Canyon StimulationCX(s) Applied: A9, B3.1, B5.1Date: 10/20/2010Location(s): Pershing, NevadaOffice(s): Energy Efficiency and Renewable Energy, Golden Field Office

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We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


401

CX-010683: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Categorical Exclusion Determination "Glen Canyon Substation Stage 09- 50MVA 23069KV Transformer addition CX(s) Applied: B4.11 Date: 07022013 Location(s): Arizona, Arizona...

402

2012 Safety System Oversight Annual Award Nominees - Marc R....  

NLE Websites -- All DOE Office Websites (Extended Search)

has served at the Savannah River Operations Office as the Facility Engineer (FE) and Safety System Over- sight (SSO) assigned to H-Canyon and the OF-H chemical separations...

403

inside layout/FR.ind  

NLE Websites -- All DOE Office Websites (Extended Search)

Spent Fuel Treatment and Storage Facility Glass Waste Storage Capacity Highly Enriched Uranium Blend-down - H Canyon Upgrade 2,000,000 782,000 300,000 154,000 100,000...

404

CX-006628: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

8: Categorical Exclusion Determination 8: Categorical Exclusion Determination CX-006628: Categorical Exclusion Determination 221-F Canyon Truckwell Heating, Ventilation, and Air Conditioning System CX(s) Applied: B1.5 Date: 08/01/2011 Location(s): Aiken, South Carolina Office(s): Savannah River Operations Office Upate 8/1/11 An asbestos inspection was performed on Friday 7/29/11. It was determined that no asbestos was present. This inspection is documented in SRNS-N2000-2011-00128-ASB, Asbestos Inspection, Installation Of F-Canyon Truck Well A/C Ductwork, 7/29/2011, Knoderer, Mark. The F-Area 221-F Canyon Truckwell has been modified to incorporate three separate air locks, one additional egress air lock and an area within the Warm Canyon known as the Waste Handling Area (WHA)? Personnel are expected to man the facility and

405

CX-006625: Categorical Exclusion Determination | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

5: Categorical Exclusion Determination 5: Categorical Exclusion Determination CX-006625: Categorical Exclusion Determination 221-F Canyon Truckwell Heating, Ventilation, and Air Conditioning System CX(s) Applied: B1.5 Date: 07/29/2011 Location(s): Aiken, South Carolina Office(s): Savannah River Operations Office The F-Area 221-F Canyon Truckwell has been modified to incorporate three separate air locks, one additional egress air lock and an area within the Warm Canyon known as the Waste Handling Area (WHA)... Personnel are expected to man the facility and may be dressed in multiple layers of Personal Protective Equipment (PPE). The air being supplied to the truckwell is drawn in through the louvers through the Canyon Exhaust Fans, which ensures that the facility is negatively pressured ensuring that no

406

U.S. Department of Energy Categorical Exclusion Determination Form  

NLE Websites -- All DOE Office Websites (Extended Search)

Stiffen Canyon Exhaust Fan 3 Motor Pedestal Stiffen Canyon Exhaust Fan 3 Motor Pedestal Savannah River Site Aiken/Aiken/South Carolina Canyon Exhaust Fan 3 has a history of elevated axial vibration, particularly at the free-end motor bearing. The H-Canyon Facility consulted an outside vendor. The attached report is the latest report from that vendor. In summary, the majority of vibration is driven by turbulence after flow and pressure change with varying facility configuration; however, the "condition of the motor pedestal indicates the possibility of less than desired dynamic stiffness of the motor base plate." The proposed activity is a modification to the fan motor pedestal to install these stiffeners. The PA will be implemented per a future DCF. The Design Engineering group has been tasked with the generation of this document. This PA includes shop

407

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

NLE Websites -- All DOE Office Websites (Extended Search)

Glen Canyon-Shiprock 230-kV Transmission Line Glen Canyon-Shiprock 230-kV Transmission Line Coconino, Navajo, and Apache Counties, Arizona, and San Juan County, New Mexico A. Brief Description of Proposal: Western Area Power Administration (Western) proposes to survey and inspect all areas along the Glen Canyon-Shiprock (Glen Canyon-Navajo, Kayenta-Navajo, and Kayenta-Shiprock) transmission line to conduct routine vegetation management inspection and danger tree removal on the transmission line. Trained crews will measure electrical clearance distances between the conductor and tree branches and cut down any trees that meet or exceed the allowable clearance distance. Any "danger" trees and vegetation that constitute an electrical hazard to the lines will be removed. Individual trees will be cut, lopped, and scattered within the existing

408

 

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Consolidated Hazards Analysis for the HB-Line Documented Safety Basis Upgrade (U), U-CHA-H-00003, includes two specific events HB-7-001, Earthquake with subsequent fire and post seismic hydrogen explosions in process vessels and HB-7-004, Earthquake with post seismic hydrogen explosions in process vessels requiring protection. In addition to these HB-Line events the H-Canyon CHAP SRNS-TR-2008-00277 events GE-7-003 and GE-7-004 credit the H-canyon exhaust ventilation system(including Canyon, truckwell, railroad tunnel, and hot and warm crane maintenance areas) (Exhausts and filters air from designated ventilated areas). To ensure that the HB-Line events are protected and that the H-Canyon Exhaust Ventilation system is not impacted negatively by HB-Line exhaust flow during and after a seismic event, the HB-Line Supply and Room Exhaust fans are to be de-

409

EIS-0219: Record of Decision | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Canyon Facility at Canyon Facility at the Savannah River Site, Aiken, SC The U.S. Department of Energy (DOE) has prepared and issued a Final Environmental Impact Statement (EIS) (DOE/EIS-0219, December 30, 1994), to assess the potential environmental impacts of stabilizing approximately 80,000 gallons of plutonium solutions currently stored in tanks in the F-Canyon chemical separations facility at the Savannah River Site (SRS) near Aiken, South Carolina. As long as the plutonium remains in solution there is a risk of releases and subsequent radiation exposure to workers, the public, and the environment from accidental criticality incidents, leaks, and disruptions of engineered systems from earthquakes. DOE/EIS-0219, Savannah River Operations Office; Record of Decision: Stabilization of Plutonium Solutions Stored in the F- Canyon Facility at

410

SRS - Programs - F Area Operations  

NLE Websites -- All DOE Office Websites (Extended Search)

All three facilities were built in the 1950s. Historically, F Canyon operations recovered plutonium-239 (Pu-239) and uranium-238 (U-238) by a chemical separation process after...

411

Remediation of Uranium-Contaminated Ground Water  

NLE Websites -- All DOE Office Websites (Extended Search)

The shallow alluvial aquifer at Fry Canyon, Utah, is contaminated with up to 17 mgL uranium leached from processed tailings at an ore upgrader processing plant that was operated...

412

Purex Processing of Dissolved Sand, Slag, and Crucible Containing High Levels of Boric Acid and Calcium Fluoride  

Science Conference Proceedings (OSTI)

The plutonium solution obtained from the dissolution of SSC in F- Canyon will be high in fluoride. Flowsheet adjustments must be made to increase the plutonium extraction in the solvent extraction cycle to keep Pu losses from being excessive.

Kyser, E.A. [Westinghouse Savannah River Company, AIKEN, SC (United States)

1998-05-01T23:59:59.000Z

413

ENVIRONMENTAL REVIEW FOR CATEGORICAL EXCLUSION DETERMINATION  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Curecanti-Lost Canyon 230-kV Access Roads and Western Area Power Administration Right-of-Way in Montrose, Ouray, San Miguel, Dolores, and Montezuma Counties, Colorado 1 A. Brief...

414

BR UFF BIG PINEY WILD ROSE BLU E GAP BR UFF UNIT WAMSUT TER  

Annual Energy Outlook 2012 (EIA)

Morehouse (2), Jack Perrin (1), Steve Jackson (1) and Robert King (2) (1) Z, Inc., (2) Energy Information Administration BIG PINEY TIP TOP BIR D CANYON SWAN FONTEN ELL E LABARGE...

415

Microsoft Word - Report 1.doc  

NLE Websites -- All DOE Office Websites (Extended Search)

Mallik, Blake Ridge, Nankai Trough, Krishna-Godavari Basin, Cascadia Margin, Offshore Peru, Okushiri Ridge, Ulleung Basin, Orca Basin GoMx, Alaminos Canyon GoMx, Sea of Okhotsk,...

416

ENVIRONMENTAL REVIEW FOR CATEGORICAL EXCLUSION DETERMINATION  

NLE Websites -- All DOE Office Websites (Extended Search)

roads and right-of-way (ROW) along the Curecanti-Lost Canyon (CCI-LCN) 230-kilovolt (kV) transmission line at structures 02 to 13, 32, 81, 86, 96 to 97, 122 to 142, 155,...

417

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

NLE Websites -- All DOE Office Websites (Extended Search)

Danger Tree Management on Lost Canyon-Shiprock 230-kV Transmission Line Montezuma County, Colorado, and San Juan County, New Mexico A. Brief Description of Proposal: Westem Area...

418

Arizona | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

the Operation of Glen Canyon Dam, AZ June 30, 2011 Loan Guarantees for Three California PV Solar Plants Expected to Create 1,400 Jobs The Energy Department announced 4.5 billion...

419

Uncertainties in the Anti-neutrino Production at Nuclear Reactors  

E-Print Network (OSTI)

39] “Improving Thermal Power Accuracy and Plant Safety WhileCanyon Power Plant (DCPP) (California, USA), the thermalthermal power measure- ments and ?ssion rate calculations. The uncertainties in these quantities for commercial power plants

Djurcic, Zelimir

2009-01-01T23:59:59.000Z

420

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

NLE Websites -- All DOE Office Websites (Extended Search)

Glen Canyon-Shiprock 230-kV Transmission Line Coconino, Navajo, and Apache Counties, Arizona, and San Juan County, New Mexico A. Brief Description of Proposal: Western Area Power...

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


421

activity_inserts.html  

NLE Websites -- All DOE Office Websites (Extended Search)

size), fine, dry soil, plastic tub, watering can with a diffuser top, empty mayonnaise jar, ruler, funnel with a wide hole In the film: The Grand Canyon of Yellowstone is a...

422

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

NLE Websites -- All DOE Office Websites (Extended Search)

noxious weeds along its right-of-way (ROW) on the Curecanti to Lost Canyon (CCI-LCN) transmission lines from structure numbers 433 to 734 and 883 to 922. The proposed...

423

Microsoft Word - GCPPK Draft EA_Comment Tracking Sheet.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Glen Canyon-Pinnacle Peak 345 kV Transmission Lines 1 EPG Vegetation Management Project Draft EA November 2011 Comment Tracking Table for Western Area Power Administration Glen...

424

Lightning in wildfire smoke plumes observed in Colorado during summer 2012  

Science Conference Proceedings (OSTI)

Pyrocumulus clouds above three Colorado wildfires (Hewlett Gulch, High Park, and Waldo Canyon; all in summer 2012) electrified and produced localized intracloud discharges whenever the smoke plumes grew above 10 km MSL (above mean sea level; ...

Timothy J. Lang; Steven A. Rutledge; Brenda Dolan; Paul Krehbiel; William Rison; Daniel T. Lindsey

425

Site Environmental Report for 2003, Volume 2  

E-Print Network (OSTI)

Split Blank A-69 Gross beta Field Blank ENV-75 Tritium FieldCreek (UC) Gross beta Chicken Creek Field Blank N. Forkbeta 69-Storm Drain Manhole Chicken Creek East Canyon Field

Pauer, Ron

2004-01-01T23:59:59.000Z

426

slickrock.cdr  

Office of Legacy Management (LM)

on a broad relatively flat bench. The disposal cell was excavated into sandstone and shale of the Burro Canyon Formation and Dakota Sandstone. These strata crop out northeast of...

427

The role of research scientists in adaptive management programs  

E-Print Network (OSTI)

This thesis investigates the effectiveness of the Glen Canyon Adaptive Management Program (GCDAMP) in improving and increasing the contributions of scientists to natural resource management decision-making. Natural resource ...

Lenard, Steven R. (Steven Robert), 1976-

2004-01-01T23:59:59.000Z

428

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Determination Excavation And Installation of a Pad to Anchor Conduit for a 480-Volt Line to Supply Heat to the F-Canyon Truckwell CX(s) Applied: B2.1 Date: 09212011...

429

CX-006962: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Determination Excavation And Installation of a Pad to Anchor Conduit for a 480-Volt Line to Supply Heat to the F-Canyon Truckwell CX(s) Applied: B2.1 Date: 09212011...

430

Two-and Three-Dimensional Modelling Studies of the Big Thompson Storm  

Science Conference Proceedings (OSTI)

The Big Thompson storm occurred on 31 July–1 August 1976 over Big Thompson Canyon, Colorado, when a secondary cold frontal surge was accelerated and reached the foothills of the Front Range. Two- and three-dimensional moist compressible cloud ...

Masanori Yoshizaki; Yoshi Ogura

1988-12-01T23:59:59.000Z

431

NETL: Methane Hydrates - DOE/NETL Projects - Structural and Stratigrap...  

NLE Websites -- All DOE Office Websites (Extended Search)

Stratigraphic Controls on Methane Hydrate Occurrence and Distribution: Gulf of Mexico, Walker Ridge 313 and Green Canyon 955 Last Reviewed 6242013 DE-FE0009904 Goal The goal of...

432

NETL: Methane Hydrates - DOE/NETL Projects  

NLE Websites -- All DOE Office Websites (Extended Search)

area, known as Mississippi Canyon lease block 118, is well-known for the occurrence of methane hydrate and is the location of the University of Mississippis gas hydrate...

433

NETL: Methane Hydrates - DOE/NETL Projects - Planning of a Marine...  

NLE Websites -- All DOE Office Websites (Extended Search)

Marine Methane Hydrate Pressure Coring Program for the Walker Ridge and Green Canyon Areas of the Gulf of Mexico Last Reviewed 6192013 DE-FE0010175 Goal The primary goal of this...

434

CX-009408: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

of Curecanti-Lost Canyon 230 Kilovolt Access Roads and Western Area Power Administration Right-of-Way CX(s) Applied: B1.3 Date: 05222012 Location(s): Colorado, Colorado,...

435

COMMISSION REPORT PUBLIC INTEREST ENERGY  

E-Print Network (OSTI)

- eration technologies to meet peak needs or to provide energy independence and protect against outages in the event that either diablo canyon or San onofre has a prolonged or permanent outage and for the california

436

Arizona | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

May 5, 2011 CX-007153: Categorical Exclusion Determination Glen Canyon substation Transformer Addition CX(s) Applied: B4.6 Date: 05052011 Location(s): Coconino County, Arizona...

437

Final_Tech_Session_Schedule_and_Location.xls  

NLE Websites -- All DOE Office Websites (Extended Search)

Scale 9000.0 Vertical Scale 125.0 Vertical Exaggeration 72.0x Ft. "Wolfcamp" Shale North South Cisco Canyon Oil Water Contact Gross Stratigraphy Carey et al. (2005):...

438

Interim Action Determination  

NLE Websites -- All DOE Office Websites (Extended Search)

in K-Area. Conclusion DOE has reviewed the environmental analysis relevant to processing Pu-239 materials in H-Canyon for vitrification in DWPF. DOE believes the analyses in the...

439

CX-007963: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

is needed for plutonium (Pu) processing in Phase 2. The colorimeter will determine the Pu concentration in the raffinate line going to H-Canyon. CX-007963.pdf More Documents &...

440

Los Alamos National Laboratory employees receive Pollution Prevention...  

NLE Websites -- All DOE Office Websites (Extended Search)

with potential applications in such energy-related technologies such as production of biofuels and reduction of carbon dioxide. A dead pinon at the edge of the Grand Canyon,...

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


441

Pollution prevention efforts recognized  

NLE Websites -- All DOE Office Websites (Extended Search)

with potential applications in such energy-related technologies such as production of biofuels and reduction of carbon dioxide. A dead pinon at the edge of the Grand Canyon,...

442

Laboratory to demolish excavation enclosures at Material Disposal...  

NLE Websites -- All DOE Office Websites (Extended Search)

with potential applications in such energy-related technologies such as production of biofuels and reduction of carbon dioxide. A dead pinon at the edge of the Grand Canyon,...

443

--No Title--  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

THIS ACTIVITY WILL INSTALL A NEW 25 TON AC UNIT TO REPLACE THE EXISTING AC UNIT (WARM GANG VALVE CORRIDOR AC UNIT) LOCATED ON THE WEST SIDE OF H CANYON AT SECTION 9. 221-H Warm...

444

Generation Flexibility and Variable Generation Integration  

NLE Websites -- All DOE Office Websites (Extended Search)

pools WECC Dues, Boulder Canyon line lease 10 Davis 0506 69kv and 230kv Substation Upgrade Example 69kv upgrade to Breaker and a half and 230kv Double Breaker...

445

Vesicular Horizon Distribution, Properties, and Pedogenic Processes in Deserts of the Western United States  

E-Print Network (OSTI)

with platy structure (Dixie Valley, NV). Fig. 2.2. Examplesafter disturbance at site G5 (Dixie Valley, NV): (a) pre-LOCATION: Southern Dixie Valley, NV on Eleven Mile Canyon

Turk, Judith Katherine

2012-01-01T23:59:59.000Z

446

Dear Friends, We are now after our last dinner in India -a dinner that was probably the best in our entire trip, in a  

E-Print Network (OSTI)

faces, large spaces - another world. We stayed in Ladakh about 2.5 weeks. It's a beautiful place through deep and uniquely carved canyons, roaring rivers, unbelievably huge mountains, low hanging clouds

Beimel, Amos

447

DOE Award No.: DE-FC26-06NT42959 Final Report  

NLE Websites -- All DOE Office Websites (Extended Search)

ii DOE Award No.: DE-FC26-06NT42959 Final Report "Electrical Resistivity Investigation of Gas Hydrate Distribution in Mississippi Canyon Block 118, Gulf of Mexico" Submitted by:...

448

Uranium Mill Tailings Remedial Action Project (UMTRAP), Slick Rock, Colorado, Revision 1. Bid schedule, special conditions, specifications, and subcontract drawings  

SciTech Connect

This volume contains: bidding requirements; terms and conditions; specifications for Division 1 -- general requirements; specifications for Division 2 -- sitework; specifications for Divisions 5 -- metals; subcontract drawings, (general, Union Carbide processing site, North Continent processing site, and Burro Canyon disposal site).

NONE

1995-10-01T23:59:59.000Z

449

LA-14445-ENV Approved for public release; distribution is unlimited.  

E-Print Network (OSTI)

.................................................................................................................................5-70 8. White Rock Canyon Springs ................................................................................................................................... 7-6 5. TAL Elements: Follow-up of 2009 Results of Soil Manganese at Two Mile Mesa at TA-6

450

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

results. Download CX-010022: Categorical Exclusion Determination Stiffen Canyon Exhaust Fan 3 Motor Pedestal CX(s) Applied: B2.5 Date: 01282013 Location(s): South Carolina...

451

--No Title--  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

events. To ensure that the HB-Line events are protected, the HB-Line Room Exhaust (RREX) Fan discharge dampers and inlet vanes need to maintain a flow path to the H- Canyon during...

452

U.S. Department of Energy Categorical Exclusion ...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

is needed for plutonium (Pu) processing in Phase 2. The colorimeter will determine the Pu concentration in the raffinate line going to H-Canyon. B2.2 - Building and equipment...

453

Surface Water Temperatures At Shore Stations, United States West Coast 1982  

E-Print Network (OSTI)

off the rocks near the water intake for the laboratory.that monitors the cooling intake water for the generators.for rocks near water laboratory intake Granite Canyon 55.0'W

Scripps Institution of Oceanography

1983-01-01T23:59:59.000Z

454

Evaluation of the Town Energy Balance (TEB) Scheme with Direct Measurements from Dry Districts in Two Cities  

Science Conference Proceedings (OSTI)

The Town Energy Balance (TEB) model of Masson simulates turbulent fluxes for urban areas. It is forced with atmospheric data and radiation recorded above roof level and incorporates detailed representations of the urban surface (canyon geometry) ...

V. Masson; C. S. B. Grimmond; T. R. Oke

2002-10-01T23:59:59.000Z

455

2011 Separations and Waste Forms Working Group Meeting  

NLE Websites -- All DOE Office Websites (Extended Search)

Thursday US Citizen : Please choose yes or no Yes No Are interested you in going on a tour? Please Select the Appropriate Option Tour A: H Canyon & MOX (US Citizens Only) I Am...

456

2012 Fuel Cycle MPACT Working Group  

NLE Websites -- All DOE Office Websites (Extended Search)

presentations 12:00-12:30 Working Lunch 12:30-5:00 Meeting Presentations Thursday, March 15 8:00 Arrival at SRS Badge Office Badging 9:00 - 12:00 Optional tour (H-Canyon and MOX)...

457

2012 Fuel Cycle MPACT Working Group  

NLE Websites -- All DOE Office Websites (Extended Search)

required. However, if you are a U.S. citizens planning to participate on the optional tour (no foreign nationals) H-Canyon and MOX, plus driving tour- you will need to be badged...

458

Highlighting high performance: Zion National Park Visitor Center, a sustainable building for the future  

DOE Green Energy (OSTI)

Zion National Park Visitor Center incorporated a variety of energy-efficient features into its design to address Zion's specific needs. The design blended with the canyon's unique qualities and will save energy and operation costs at the center.

Torcellini, P.

2000-08-11T23:59:59.000Z

459

Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final  

Science Conference Proceedings (OSTI)

This report contains calculations for: hydraulic gradients for Alluvial Aquifer and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Alluvial Aquifer and Salt Wash Aquifer; average linear groundwater velocity for Alluvial Aquifer and Salt Wash Aquifer; statistical analysis of the extent of existing groundwater contamination; hydraulic gradients for Dakota/Burro Canyon Formation and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Dakota/Burro Canyon Formation and Perched Salt Wash Aquifer; determination of hydraulic conductivity of the Dakota/Burro Canyon Formation from Packer Tests; average linear groundwater velocity for Dakota/Burro Canyon and Salt Wash Aquifer; chemical and mineralogical characterization of core samples from the Dry Flats Disposal Site; and demonstration of low groundwater yield from Uppermost Aquifer.

Not Available

1994-03-01T23:59:59.000Z

460

Diffraction of Continental Shelf Waves by Irregular Alongshore Geometry  

Science Conference Proceedings (OSTI)

Diffraction of continental shelf waves by irregular alongshore geometry, such as ridges, canyons and bumps, is examined. The full barotropic, shelf-wave equation is treated, and the solutions include forward and back scattering, and a description ...

Dong-Ping Wang

1980-08-01T23:59:59.000Z

Note: This page contains sample records for the topic "ozona canyon wasatch" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


461

CX-010340: Categorical Exclusion Determination | Department of...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Determination CX-010340: Categorical Exclusion Determination Badger Canyon-Richland 1 Wood Poles CX(s) Applied: B1.3 Date: 05172013 Location(s): Washington Offices(s):...

462

American archaeology and the conceptualization of preservation : Edgar Lee Hewett and the crafting of the 1906 Antiquities Act  

E-Print Network (OSTI)

Edgar Lee Hewett, an amateur archaeologist and pedagogue, came to the Southwestern United States in 1891 and was immediately captured by the monumental prehistoric ruins nestled in the winding canyons of the high desert. ...

Johnson, Adam Fulton

2011-01-01T23:59:59.000Z

463

CX-010347: Categorical Exclusion Determination  

Energy.gov (U.S. Department of Energy (DOE))

Franklin-Badger Canyon #2 & Walla Walla-Pendleton #1 Wood Poles CX(s) Applied: B1.3 Date: 04/30/2013 Location(s): Washington, Oregon Offices(s): Bonneville Power Administration

464

Highlighting high performance: Zion National Park Visitor Center, a sustainable building for the future  

DOE Green Energy (OSTI)

Zion National Park Visitor Center incorporated a variety of energy-efficient features into its design to address Zion's specific needs. The design blended with the canyon's unique qualities and will save energy and operation costs at the center.

Torcellini, P.

2000-05-03T23:59:59.000Z

465

Analyses of Wind Energy Impact on WFEC System Operations: Preprint  

DOE Green Energy (OSTI)

The National Renewable Energy Laboratory worked with the Western Farmers Electric Cooperative to analyze the impact of wind power from the Blue Canyon Wind Power Project on WFEC system operations.

Wan, Y.; Liao, J. R.

2006-03-01T23:59:59.000Z

466

DOI-BLM-NV-C010-2012-0051-EA | Open Energy Information  

Open Energy Info (EERE)

-EA -EA Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home NEPA Document Collection for: DOI-BLM-NV-C010-2012-0051-EA EA at Coyote Canyon Geothermal Area for Geothermal/Exploration Coyote Canyon South Geothermal Exploration Project General NEPA Document Info Energy Sector Geothermal energy Environmental Analysis Type EA Applicant Terra-Gen Power LLC Consultant EMPSi Geothermal Area Coyote Canyon Geothermal Area Project Location Churchill County, NV, Churchill County, NV Project Phase Geothermal/Exploration Techniques Exploratory Well Comments This EA covers an extension of a previously approved exploration project, "Coyote Canyon Geothermal Exploration Project." Exploration results indicated the resource may be to the south of the already approved area. The BLM determined that this new EA would be needed to cover this new land area proposed for disturbance.

467

Microsoft Word - 01_Cover Sheet_EA-1736_FINAL.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

36 36 Final Environmental Assessment for the Expansion of the Sanitary Effluent Reclamation Facility and Environmental Restoration of Reach S-2 of Sandia Canyon at Los Alamos National Laboratory Los Alamos, New Mexico August 24, 2010 Department of Energy National Nuclear Security Administration Los Alamos Site Office EA for the Expansion of the SERF and ER of Reach S-2 of Sandia Canyon at LANL 2010 ii DOE/LASO This Page Intentionally Left Blank EA for the Expansion of the SERF and ER of Reach S-2 of Sandia Canyon at LANL DOE/LASO iii 2010 EXECUTIVE SUMMARY This Environmental Assessment (EA) considers two separate actions, the expansion of the Sanitary Effluent Reclamation Facility (SERF) and environmental restoration activities located within a portion of upper Sandia Canyon, designated as reach S-2. Both of these actions would

468

NETL: News Release - Alabama Project Testing Potential for Combining...  

NLE Websites -- All DOE Office Websites (Extended Search)

a carbonate rather than clastic reservoir. The test was conducted utilizing a producing oil well in the Mission Canyon Formation, part of the Madison Group of Mississippian-age...

469

Modeling the Surface Energy Balance of the Core of an Old Mediterranean City: Marseille  

Science Conference Proceedings (OSTI)

The Town Energy Balance (TEB) model, which parameterizes the local-scale energy and water exchanges between urban surfaces and the atmosphere by treating the urban area as a series of urban canyons, coupled to the Interactions between Soil, ...

A. Lemonsu; C. S. B. Grimmond; V. Masson

2004-02-01T23:59:59.000Z

470

sr0906.docx  

NLE Websites -- All DOE Office Websites (Extended Search)

May 27, 2009 May 27, 2009 james-r.giusti@srs.gov Fran Poda, SRNS, (803) 952-8671 fran.poda@srs.gov DOE's H-Canyon Finishes Processing Old Reactor Components From Nevada Test Site AIKEN, S.C., May 27, 2009 - In another example of the Department of Energy's (DOE) Savannah River Site (SRS) facilities working together to stabilize and dispose of surplus nuclear materials from around the DOE Complex, workers at H-Canyon recently

471

MEMORANDUM FOR MARIO P. FIORI MANAGER  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

2 7 1997 2 7 1997 MEMORANDUM FOR MARIO P. FIORI MANAGER SAVANNAH RIVER OPERATIONS OFFICE FROM: SUBJECT: Alvin. L. Aim Assistant Secretary for Environmental Management H-Canyon Seismic Issue and Nuclear Material Stabilization Activities I have reviewed the attached December 1996 Supplement Analysis on the ability of H-Canyon to survive a severe seismic event in accordance with applicable Departmental standards and orders as

472

B Plant process piping replacement feasibility study  

SciTech Connect

Reports on the feasibility of replacing existing embedded process piping with new more corrosion resistant piping between cells and between cells and a hot pipe trench of a Hanford Site style canyon facility. Provides concepts for replacement piping installation, and use of robotics to replace the use of the canyon crane as the primary means of performing/supporting facility modifications (eg, cell lining, pipe replacement, equipment reinstallation) and operational maintenenace.

Howden, G.F.

1996-02-07T23:59:59.000Z

473

Categorical Exclusion (CX) Determinations By Date | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

81: Categorical Exclusion Determination 81: Categorical Exclusion Determination Solar Instructor Training Network - Midwest Provider CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Wisconsin Offices(s): Golden Field Office January 27, 2012 CX-007880: Categorical Exclusion Determination Evergreen State Solar Partnership CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Washington Offices(s): Golden Field Office January 27, 2012 CX-007879: Categorical Exclusion Determination Wasatch SunShot Streamlining and Simplifying Solar CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Utah Offices(s): Golden Field Office January 27, 2012 CX-007878: Categorical Exclusion Determination Texas Solar Collaboration to Streamline and Enable An Increase in Photovoltaic Capacity CX(s) Applied: A9, A11 Date: 01/27/2012

474

Page not found | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

81 - 2290 of 28,905 results. 81 - 2290 of 28,905 results. Download CX-007868: Categorical Exclusion Determination SunShot Initiative: Rooftop Solar Challenge to Induce Market Transformation CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Minnesota Offices(s): Golden Field Office http://energy.gov/nepa/downloads/cx-007868-categorical-exclusion-determination Download CX-007878: Categorical Exclusion Determination Texas Solar Collaboration to Streamline and Enable An Increase in Photovoltaic Capacity CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Texas Offices(s): Golden Field Office http://energy.gov/nepa/downloads/cx-007878-categorical-exclusion-determination Download CX-007879: Categorical Exclusion Determination Wasatch SunShot Streamlining and Simplifying Solar CX(s) Applied: A9, A11

475

Categorical Exclusion Determinations: A9 | Department of Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

7, 2012 7, 2012 CX-007882: Categorical Exclusion Determination Wisconsin Solar Market Transformation CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Wisconsin Offices(s): Golden Field Office January 27, 2012 CX-007881: Categorical Exclusion Determination Solar Instructor Training Network - Midwest Provider CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Wisconsin Offices(s): Golden Field Office January 27, 2012 CX-007880: Categorical Exclusion Determination Evergreen State Solar Partnership CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Washington Offices(s): Golden Field Office January 27, 2012 CX-007879: Categorical Exclusion Determination Wasatch SunShot Streamlining and Simplifying Solar CX(s) Applied: A9, A11 Date: 01/27/2012 Location(s): Utah Offices(s): Golden Field Office

476

U.S. DEPARTMIlNT OF ENERGY EERE PROJECT MANAGEMENT CENTER NEPA DETERMINATION  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

DEPARTMIlNT OF ENERGY DEPARTMIlNT OF ENERGY EERE PROJECT MANAGEMENT CENTER NEPA DETERMINATION RECIPIENT: Sali Lake City Corporation PROJECT TITLE: Wasatch SunSholStreamlinig and Simplifying Solar Page I of2 STATE: UT Funding Opportunity Announcement Number Procurement Instrument Number NEPA Control Number eIn Number DE·FOA-OO'Xl549 DE· EE0Cl05689 GF().()()()5689..1 0 Based on my review orlhe information concerning the proposed action, as NEPA Compliance Officer (authorized under DOE Order 4~I.IA). I have made the (ollowing determination: ex, EA, EIS APPENDIX AND NUMBER: Description: A 11 Technica l advice and assistance to organizations Technical advice and planning assistance to international , nauonat, state, and local organizations. A9 I"fonnatlon gathering, analysis, and dissemination

477

Geothermometry At Northern Basin & Range Region (Cole, 1983) | Open Energy  

Open Energy Info (EERE)

Northern Basin & Range Region Northern Basin & Range Region (Cole, 1983) Exploration Activity Details Location Northern Basin and Range Geothermal Region Exploration Technique Geothermometry Activity Date Usefulness not indicated DOE-funding Unknown Notes Wstern Utah hot springs: Antelope, Fish (Deadman), Fish (Wilson), Twin Peak, Cudahy, Laverkin, Grantsville, Crystal Prison, Arrowhead, Red Hill, Monroe, Joseph, Castilla, Saratoga, Thermo, Crater, Wasatch, Beck, Deseret, Big Spring, Blue Warm, Crystal Madsen, Udy, Cutler, Garland, Utah, Ogden, Hooper, Newcastle Area References David R. Cole (1983) Chemical And Isotopic Investigation Of Warm Springs Associated With Normal Faults In Utah Retrieved from "http://en.openei.org/w/index.php?title=Geothermometry_At_Northern_Basin_%26_Range_Region_(Cole,_1983)&oldid=4014

478

Small Business Innovation Research Grant Helps Propel Innovative Wind  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Small Business Innovation Research Grant Helps Propel Innovative Small Business Innovation Research Grant Helps Propel Innovative Wind Energy Small Business Small Business Innovation Research Grant Helps Propel Innovative Wind Energy Small Business March 11, 2011 - 10:32am Addthis Link to image of Wind Tower System's Space Frame Tower™ Link to image of Wind Tower System's Space Frame Tower(tm) Mark Higgins Operations Supervisor, Wind & Water Power Technologies Office Wind Tower Systems, a subsidiary of Wasatch Wind, was founded in 2002 to research, develop and commercialize new ways to make lighter, taller and easier- to-assemble land-based wind turbines. Since then, the Park City, Utah-based small business received early funding from the Department of Energy, which catalyzed investment from the California Energy Commission

479

Utah's 2nd congressional district: Energy Resources | Open Energy  

Open Energy Info (EERE)

Utah. Utah. US Recovery Act Smart Grid Projects in Utah's 2nd congressional district Western Electricity Coordinating Council Smart Grid Project Registered Research Institutions in Utah's 2nd congressional district Energy & Geoscience Institute Energy & Geoscience Institute at the University of Utah Registered Energy Companies in Utah's 2nd congressional district Amp Resources Blue Source LLC Ciralight Emery Energy Company Eneco Inc EnergySolutions Inc Genifuel Green Joules GreenFire Energy LLC Heliocentric InterContinental Hotels Group Materials and Systems Research MSRI N2Solar Pan Am Biofuels Inc Romeric Solar Unlimited USA Sound Geothermal Corporation Sunton United Energy LLC Tasco Engineering Inc Verdi Energy Group Wasatch Solar Retrieved from "http://en.openei.org/w/index.php?title=Utah%27s_2nd_congressional_district&oldid=20529

480