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1

Buckhorn Mineral Wells Pool & Spa Low Temperature Geothermal Facility |  

Open Energy Info (EERE)

Buckhorn Mineral Wells Pool & Spa Low Temperature Geothermal Facility Buckhorn Mineral Wells Pool & Spa Low Temperature Geothermal Facility Facility Buckhorn Mineral Wells Sector Geothermal energy Type Pool and Spa Location Mesa, Arizona Coordinates 33.4222685°, -111.8226402° 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":[]}

2

Buckhorn Mineral Wells Space Heating Low Temperature Geothermal Facility |  

Open Energy Info (EERE)

Space Heating Low Temperature Geothermal Facility Space Heating Low Temperature Geothermal Facility Facility Buckhorn Mineral Wells Sector Geothermal energy Type Space Heating Location Mesa, Arizona Coordinates 33.4222685°, -111.8226402° 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":[]}

3

Lookout Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Lookout Wind Farm Lookout Wind Farm Facility Lookout Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Edison Mission Group Developer Edison Mission Group Energy Purchaser Market Location Northampton and Brothersvalley Townships PA Coordinates 39.850807°, -78.936954° 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":39.850807,"lon":-78.936954,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

4

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

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

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

5

Carter Co. Harding Co. Perkins Co. Dunn Co. Dawson Co. Fallon Co.  

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

PENNEL PENNEL BUFFALO LITTLE KNIFE FRYBURG MONDAK PLEVNA LOOKOUT BUTTE E ELKHORN RANCH DICKINSON CADY CREEK MEDICINE POLE HILLS BICENTENNIAL ROOSEVELT BIG STICK ROUGH RIDER MONARCH TREE TOP LOOKOUT BUTTE BUCKHORN MEDORA FLAT TOP BUTTE ELAND DEMORES ASH COULEE WHISKEY JOE GAS CITY DAVIS CREEK WINDY RIDGE POKER JIM PLEVNA S KNUTSON STATE LINE BELL BEAR CREEK ELKHORN RANCH N PIERRE CREEK LONE BUTTE ZENITH MANNING SQUAW GAP AMOR STADIUM HEART S HILINE ASH MARY GAYLORD BULL CREEK HALEY SHORT PINE HILLS W CABIN CREEK GASLIGHT CUPTON DEVILS PASS LITTLE MISSOURI LITTLE BEAVER COOKS PEAK LITTLE BEAVER E CORAL CREEK BEAVER CREEK MORGAN DRAW WATERHOLE CREEK DEER CREEK GRASSY BUTTE CROOKED CREEK CINNAMON CREEK HORSE CREEK KILLDEER SQUARE BUTTE GRAND RIVER RIDER ROCKY RIDGE FOUR EYES TRACY MOUNTAIN COYOTE CREEK HAY DRAW SAND CREEK ROCKY HILL

6

Carter Co. Harding Co. Perkins Co. Dunn Co. Dawson Co. Fallon Co.  

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

PENNEL PENNEL BUFFALO LITTLE KNIFE FRYBURG MONDAK PLEVNA LOOKOUT BUTTE E ELKHORN RANCH DICKINSON CADY CREEK MEDICINE POLE HILLS BICENTENNIAL ROOSEVELT BIG STICK ROUGH RIDER MONARCH TREE TOP LOOKOUT BUTTE BUCKHORN MEDORA FLAT TOP BUTTE ELAND DEMORES ASH COULEE WHISKEY JOE GAS CITY DAVIS CREEK WINDY RIDGE POKER JIM PLEVNA S KNUTSON STATE LINE BELL BEAR CREEK ELKHORN RANCH N PIERRE CREEK LONE BUTTE ZENITH MANNING SQUAW GAP AMOR STADIUM HEART S HILINE ASH MARY GAYLORD BULL CREEK HALEY SHORT PINE HILLS W CABIN CREEK GASLIGHT CUPTON DEVILS PASS LITTLE MISSOURI LITTLE BEAVER COOKS PEAK LITTLE BEAVER E CORAL CREEK BEAVER CREEK MORGAN DRAW WATERHOLE CREEK DEER CREEK GRASSY BUTTE CROOKED CREEK CINNAMON CREEK HORSE CREEK KILLDEER SQUARE BUTTE GRAND RIVER RIDER ROCKY RIDGE FOUR EYES TRACY MOUNTAIN COYOTE CREEK HAY DRAW SAND CREEK ROCKY HILL

7

Carter Co. Harding Co. Perkins Co. Dunn Co. Dawson Co. Fallon Co.  

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

BUFFALO BUFFALO PENNEL LITTLE KNIFE FRYBURG MONDAK PLEVNA LOOKOUT BUTTE E ELKHORN RANCH DICKINSON CADY CREEK BICENTENNIAL MEDICINE POLE HILLS BIG STICK ROOSEVELT ROUGH RIDER MONARCH TREE TOP LOOKOUT BUTTE BUCKHORN MEDORA FLAT TOP BUTTE ELAND DEMORES ASH COULEE WHISKEY JOE GAS CITY DAVIS CREEK WINDY RIDGE POKER JIM PLEVNA S KNUTSON BELL STATE LINE BEAR CREEK ELKHORN RANCH N PIERRE CREEK LONE BUTTE ZENITH MANNING SQUAW GAP AMOR HEART S STADIUM HILINE ASH MARY LAKE ILO GAYLORD BULL CREEK HALEY BULLY SHORT PINE HILLS W CABIN CREEK GASLIGHT CUPTON DEVILS PASS LITTLE MISSOURI LITTLE BEAVER COOKS PEAK LITTLE BEAVER E CORAL CREEK BEAVER CREEK MORGAN DRAW WATERHOLE CREEK DEER CREEK GRASSY BUTTE CROOKED CREEK CINNAMON CREEK HORSE CREEK KILLDEER SQUARE BUTTE GRAND RIVER RIDER ROCKY RIDGE TRACY MOUNTAIN FOUR EYES COYOTE CREEK HAY DRAW SAND CREEK

8

Gordon Butte | Open Energy Information  

Open Energy Info (EERE)

Gordon Butte Gordon Butte Jump to: navigation, search Name Gordon Butte Facility Gordon Butte Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Gordon Butte Wind LLC Developer Oversight Resources LLC Energy Purchaser Northwestern Energy Location Martinsdale MT Coordinates 46.41040464°, -110.3341484° 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":46.41040464,"lon":-110.3341484,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

9

Burley Butte | Open Energy Information  

Open Energy Info (EERE)

Butte Butte Jump to: navigation, search Name Burley Butte Facility Burley Butte Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Exergy Developer Exergy Energy Purchaser Idaho Power Location Cassia County ID Coordinates 42.4644°, -113.895° 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":42.4644,"lon":-113.895,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

10

Cuttings Analysis At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Cuttings Analysis At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Cuttings Analysis At Glass Buttes Area (DOE GTP)...

11

Multispectral Imaging At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Multispectral Imaging Activity Date Usefulness not indicated DOE-funding...

12

Aeromagnetic Survey At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Aeromagnetic Survey Activity Date Usefulness not indicated DOE-funding...

13

Development Wells At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Development Wells At Glass Buttes Area (DOE GTP) Exploration Activity...

14

Horse Butte Wind Project | Open Energy Information  

Open Energy Info (EERE)

Horse Butte Wind Project Horse Butte Wind Project Jump to: navigation, search Name Horse Butte Wind Project Facility Horse Butte Wind Project Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Horse Butte Wind 1 LLC Developer Utah Associated Municipal Power Systems Location Bonneville ID Coordinates 43.491689°, -111.789344° 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":43.491689,"lon":-111.789344,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

15

FIRE HAZARDS ANALYSIS - BUSTED BUTTE  

SciTech Connect

The purpose of this fire hazards analysis (FHA) is to assess the risk from fire within individual fire areas at the Busted Butte Test Facility and to ascertain whether the DOE fire safety objectives are met. The objective, identified in DOE Order 420.1, Section 4.2, is to establish requirements for a comprehensive fire and related hazards protection program for facilities sufficient to minimize the potential for: (1) The occurrence of a fire related event. (2) A fire that causes an unacceptable on-site or off-site release of hazardous or radiological material that will threaten the health and safety of employees. (3) Vital DOE programs suffering unacceptable interruptions as a result of fire and related hazards. (4) Property losses from a fire and related events exceeding limits established by DOE. Critical process controls and safety class systems being damaged as a result of a fire and related events.

R. Longwell; J. Keifer; S. Goodin

2001-01-22T23:59:59.000Z

16

Twin Buttes Wind Farm | Open Energy Information  

Open Energy Info (EERE)

Buttes Wind Farm Buttes Wind Farm Jump to: navigation, search Name Twin Buttes Wind Farm Facility Twin Buttes Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Developer PPM Energy Inc Energy Purchaser Xcel Energy Location Prowers County CO Coordinates 37.674215°, -102.639971° 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":37.674215,"lon":-102.639971,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

17

Glass Buttes Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Geothermal Area Glass Buttes Geothermal Area (Redirected from Glass Buttes Area) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Glass Buttes 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 (1) 9 Exploration Activities (14) 10 References Area Overview Geothermal Area Profile Location: Oregon Exploration Region: Cascades 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

18

Coffin Butte Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

Coffin Butte Biomass Facility Coffin Butte Biomass Facility Jump to: navigation, search Name Coffin Butte Biomass Facility Facility Coffin Butte Sector Biomass Facility Type Landfill Gas Location Benton County, Oregon Coordinates 44.6281686°, -123.3873877° 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":44.6281686,"lon":-123.3873877,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

19

M-25, BUTT WELDS IN PROCESS PIPING  

SciTech Connect

Metal-arc and inert-gas shielded tungsten-arc processes were compared for circumferential butt welding of austenitic stainless steel process pipe. Inert-gas tungsten-arc welding was superior to other techniques. (C.J.G.)

Litman, A.P.

1958-07-10T23:59:59.000Z

20

Square Butte Electric Coop | Open Energy Information  

Open Energy Info (EERE)

Square Butte Electric Coop Square Butte Electric Coop Jump to: navigation, search Name Square Butte Electric Coop Place North Dakota Utility Id 17858 Utility Location Yes Ownership C NERC Location MRO NERC MRO Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png No rate schedules available. Average Rates No Rates Available References ↑ "EIA Form EIA-861 Final Data File for 2010 - File1_a" Retrieved from "http://en.openei.org/w/index.php?title=Square_Butte_Electric_Coop&oldid=411602"

Note: This page contains sample records for the topic "lookout butte buckhorn" 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/EA-1967: Hills Creek-Lookout Point Transmission Line Rebuild, Lane County, Oregon  

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

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

22

Glass Buttes Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Geothermal Area Glass Buttes Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Glass Buttes 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 (1) 9 Exploration Activities (14) 10 References Area Overview Geothermal Area Profile Location: Oregon Exploration Region: Cascades 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 Developing Power Projects: 0

23

Butte Electric Coop, Inc | Open Energy Information  

Open Energy Info (EERE)

Butte Electric Coop, Inc Butte Electric Coop, Inc Jump to: navigation, search Name Butte Electric Coop, Inc Place South Dakota Utility Id 2655 Utility Location Yes Ownership C NERC Location MRO NERC MRO Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Community Organization Commercial Irrigation pumping service Industrial Irrigation, Off Season (9pm-6pm) Commercial Large Commercial-3Phase Industrial Large Commercial-3Phase with Metered Heat Industrial Municipal Pumping Commercial Residential Residential Residential All-Electric Residential Residential All-Electric Metered Heat Residential

24

Mitchell Butte Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Mitchell Butte Geothermal Area Mitchell Butte Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Mitchell Butte 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 (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":43.763,"lon":-117.156,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

25

Microsoft Word - TeakeanButte_CX Memo  

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

Dave Tripp Dave Tripp Project Manager - TEP-CSB-1 Proposed Action: Teakean Butte Radio Station Upgrade Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.19 Microwave, meterological and radio towers; B1.24 Property transfers Location: Township 38 North, Range 1 East, Section 31, Clearwater County, Idaho Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to upgrade analog radio communication equipment with a new digital communication system at the Teakean Butte Radio Site located near Lewiston, Idaho. BPA would replace equipment including a tower, communication building, and propane tank to ensure communication reliability. Teakean Butte is used by several different entities to operate

26

Delcer Butte Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Delcer Butte Geothermal Project Delcer Butte Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Delcer Butte Geothermal Project Project Location Information Coordinates 40.404444444444°, -115.05888888889° 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":40.404444444444,"lon":-115.05888888889,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

27

Optimization of Hydroacoustic Equipment Deployments at Lookout Point and Cougar Dams, Willamette Valley Project, 2010  

DOE Green Energy (OSTI)

The goal of the study was to optimize performance of the fixed-location hydroacoustic systems at Lookout Point Dam (LOP) and the acoustic imaging system at Cougar Dam (CGR) by determining deployment and data acquisition methods that minimized structural, electrical, and acoustic interference. The general approach was a multi-step process from mount design to final system configuration. The optimization effort resulted in successful deployments of hydroacoustic equipment at LOP and CGR.

Johnson, Gary E.; Khan, Fenton; Ploskey, Gene R.; Hughes, James S.; Fischer, Eric S.

2010-08-18T23:59:59.000Z

28

Microsoft Word - RattlesnakeButte_CX.doc  

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

Dorie Welch Dorie Welch Project Manager - KEWM-4 Proposed Action: Rattlesnake Butte Property Funding. Fish and Wildlife Project No.: 2011-003-00, Contract # BPA-006468 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.25 Real Property transfers for cultural protection, habitat preservation and wildlife management. Location: Monroe Quadrangle, in Lane County, Oregon (near Junction City, Oregon). Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to fund the Nature Conservancy (the Conservancy) to acquire 47 acres of land adjacent to a 50-acre parcel to create a total 97-acre parcel that will be known as Rattlesnake Butte. The Conservancy will provide BPA a conservation easement over the entire 97-acre property that will prevent habitat conversion and

29

Square Butte HVDC modulation system field tests  

SciTech Connect

The authors describe field tests conducted at the Square Butte dc system to validate transfer functions of the digital model for dc current and voltage modulation control design. The field tests and digital model results confirm a dominant interarea mode of oscillation of 0.8 hz. Field tests also established spurious responses in rectifier and inverter frequency measurements which appear to be attributable to transducer distortion.

Grund, C.E. (General Electric Co., Schenectady, NY (USA)); Hauer, J.F. (BPA, Portland, OR (US)); Crane, L.P.; Carlson, D.L. (Minnesota Power and Light Co., Duluth, MN (USA)); Wright, S.E. (EPRI, Palo Alto, CA (US))

1990-01-01T23:59:59.000Z

30

Butte City, Idaho: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Edit with form History Share this page on Facebook icon Twitter icon Butte City, Idaho: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates...

31

Flow Test At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

Flow Test At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Flow Test Activity Date Usefulness not indicated DOE-funding...

32

Ground Gravity Survey At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Ground Gravity Survey At Glass Buttes Area (DOE GTP) Exploration...

33

Field Mapping At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Field Mapping At Glass Buttes Area (DOE GTP) Exploration Activity...

34

Butte Springs Geothermal Area | Open Energy Information  

Open Energy Info (EERE)

Springs Geothermal Area Springs Geothermal Area Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Geothermal Resource Area: Butte Springs 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 (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":40.771138,"lon":-119.114138,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

35

Microsoft Word - CX-HillsCreek-LookoutPointWoodPolesFY12_WEB.docx  

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

REPLY TO ATTN OF: KEP-Alvey SUBJECT: Environmental Clearance Memorandum Chad Hamel Project Manager - TEP-TPP-1 Proposed Action: Hills Creek-Lookout Point No. 1 wood pole replacements PP&A Project No.: 2315 (WO# 297311) Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine maintenance Location: Lane County, Oregon Proposed by: Bonneville Power Administration (BPA), Alvey District Description of the Proposed Action: BPA proposes to replace four deteriorating wood pole structures and associated structural/electrical components (e.g. cross arms, insulators, guy anchors) along the subject transmission line. The poles are located on private residential and US Forest Service land. Landowners will be notified prior to replacement activities. Replacement will be in-

36

LiDAR At Glass Buttes Area (DOE GTP) | Open Energy Information  

Open Energy Info (EERE)

LiDAR At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique LiDAR Activity Date Usefulness not indicated DOE-funding Unknown...

37

Hydroacoustic Evaluation of Juvenile Salmonid Passage and Distribution at Lookout Point Dam, 2010  

DOE Green Energy (OSTI)

This report presents the results of an evaluation of juvenile salmonid passage and distribution at Lookout Point Dam (LOP) on the Middle Fork Willamette River. The study was conducted by the Pacific Northwest National Laboratory for the U.S. Army Corps of Engineers, Portland District (USACE). The goal of the study was to provide fish passage and distribution data to support decisions on long-term measures to enhance downstream passage at LOP and others dams in USACEs Willamette Valley Project in response to the listing of Upper Willamette River Spring Chinook salmon (Oncorhynchus tshawytscha) and Upper Willamette River steelhead (O. mykiss) as threatened under the Endangered Species Act. During the year-long study period - February 1, 2010 to January 31, 2011the objectives of the hydroacoustic evaluation of fish passage and distribution at LOP were to: 1. Estimate passage rates, run timing, horizontal distribution, and diel distribution at turbine penstock intakes for smolt-size fish. 2. Estimate passage rates, run timing and diel distribution at turbine penstock intakes for small-size fish. 3. Estimate passage rates and run timing at the regulating outlets for smolt-size fish. 4. Estimate vertical distribution of smolt-size fish in the forebay near the upstream face of the dam. The fixed-location hydroacoustic technique was used to accomplish the objectives of this study. Transducers (420 kHz) were deployed in each penstock intake, above each RO entrance, and on the dam face; a total of nine transducers (2 single-beam and 7 split-beam) were used. We summarize the findings from the hydroacoustic evaluation of juvenile salmonid passage and distribution at LOP during February 2010 through January 2011 as follows. Fish passage rates for smolt-size fish (> ~90 mm) were highest during December-January and lowest in mid-summer through early fall. During the entire study period, an estimated total of 142,463 fish 4,444 (95% confidence interval) smolt-size fish passed through turbine penstock intakes. Diel periodicity of smolt-size fish showing crepuscular peaks was evident in fish passage into turbine penstock intakes. Run timing for small-size fish (~65-90 mm) peaked (702 fish) on December 18. Downstream passage of small-size juvenile fish was variable, occurring on two days in the spring, eight days in the summer, and at times throughout late fall and winter. A total of 7,017 690 small-size fish passed through the turbine penstock intakes during the study period. Relatively few fish passed into the ROs when they were open in summer (2 fish/d) and winter (8 fish/d). Fish were surface-oriented with 62-80% above 10 m deep. The highest percentage of fish (30-60%) was in the 5-10 m depth bin. We draw the following conclusions from the study. The non-obtrusive hydroacoustic data from this study are reliable because passage estimates and patterns were similar with those observed in the direct capture data from the tailrace screw trap and were consistent with distribution patterns observed in other studies of juvenile salmonid passage at dams. Fish passage at LOP was apparently affected but not dominated by dam operations and reservoir elevation. The surface-oriented vertical distribution of fish we observed supports development of surface passage or collector devices. In summary, the high-resolution spatially and temporally data reported herein provide detailed estimates of vertical, horizontal, diel, daily, and seasonal passage and distributions at LOP during March 2010 through January 2011. This information is applicable to management decisions on design and development of surface passage and collections devices to help restore Chinook salmon populations in the Middle Fork Willamette River watershed above Lookout Point Dam.

Khan, Fenton; Johnson, Gary E.; Royer, Ida M.; Hughes, James S.; Fischer, Eric S.; Trott, Donna M.; Ploskey, Gene R.

2011-07-01T23:59:59.000Z

38

Crested Butte, Colorado: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Crested Butte, Colorado: Energy Resources Crested Butte, Colorado: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 38.8697146°, -106.9878231° 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":38.8697146,"lon":-106.9878231,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

39

Microsoft Word - AlbionButteRSCommunicationUpgrade-CX.doc  

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

4, 2011 4, 2011 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearence Memorandum David Tripp - TEP-CSB-1 Proposed Action: Albion Butte Radio Station Communication Upgrade Budget Information: Work Order # 00253466 Task 03 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021: B1.7 "Acquisition, installation, operation, and removal of communication systems..." Location: Cassia County, Idaho - Section 19, Township 11 South, Range 26 East of the Nibbs Creek Quadrangle Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to upgrade the communication building and equipment at BPA's Albion Butte Radio Station located in Cassia County, ID. This project is part of an

40

Butts County, Georgia: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Butts County, Georgia: Energy Resources Butts County, Georgia: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 33.2691443°, -83.9532571° 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":33.2691443,"lon":-83.9532571,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

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they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
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41

Red Butte, Wyoming: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Butte, Wyoming: Energy Resources Butte, Wyoming: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 42.8060757°, -106.4341976° 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":42.8060757,"lon":-106.4341976,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

42

Box Butte County, Nebraska: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Box Butte County, Nebraska: Energy Resources Box Butte County, Nebraska: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 42.1911471°, -103.0817903° 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":42.1911471,"lon":-103.0817903,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

43

Hydroacoustic Evaluation of Juvenile Salmonid Passage and Distribution at Lookout Point Dam, 2010  

Science Conference Proceedings (OSTI)

Pacific Northwest National Laboratory evaluated juvenile salmonid passage and distribution at Lookout Point Dam (LOP) on the Middle Fork Willamette River for the U.S. Army Corps of Engineers, Portland District (USACE), to provide data to support decisions on long-term measures to enhance downstream passage at LOP and others dams in USACE's Willamette Valley Project. This study was conducted in response to the listing of Upper Willamette River Spring Chinook salmon (Oncorhynchus tshawytscha) and Upper Willamette River steelhead (O. mykiss) as threatened under the Endangered Species Act. We conducted a hydroacoustic evaluation of juvenile salmonid passage and distribution at LOP during February 2010 through January 2011. Findings from this 1 year of study should be applied carefully because annual variation can be expected due to variability in adult salmon escapement, egg-to-fry and fry-to-smolt survival rates, reservoir rearing and predation, dam operations, and weather. Fish passage rates for smolt-size fish (> {approx}90 mm and fish {+-} 4,444 (95% confidence interval) smolt-size fish passed through turbine penstock intakes. Of this total, 84% passed during December-January. Run timing for small-size fish ({approx}65-90 mm) peaked (702 fish) on December 18. Diel periodicity of smolt-size fish showing crepuscular peaks was evident in fish passage into turbine penstock intakes. Relatively few fish passed into the Regulating Outlets (ROs) when they were open in summer (2 fish/d) and winter (8 fish/d). Overall, when the ROs were open, RO efficiency (RO passage divided by total project passage) was 0.004. In linear regression analyses, daily fish passage (turbines and ROs combined) for smolt-size fish was significantly related to project discharge (Pfish passage and each of the three variables in the model-Julian day, log(discharge), and log(abs(forebay delta)); i.e., as any of the environmental variables increase, expected daily fish passage increases. For vertical distribution of fish at the face of the dam, fish were surface-oriented with 62%-80% occurring above 10 m deep. The highest percentage of fish (30%-60%) was found between 5-10-m-deep. During spring and summer, mean target strengths for the analysis periods ranged from -44.2 to -42.1 dB. These values are indicative of yearling-sized juvenile salmon. In contrast, mean target strengths in fall and winter were about -49.0 dB, which are representative of subyearling-sized fish. The high-resolution spatial and temporal data reported herein provide detailed information about vertical, horizontal, diel, daily, and seasonal fish passage rates and distributions at LOP from March 2010 through January 2011. This information will support management decisions on design and development of surface passage and collection devices to help restore Chinook salmon populations in the Middle Fork Willamette River watershed above LOP.

Khan, Fenton; Johnson, Gary E.; Royer, Ida M.; Hughes, James S.; Fischer, Eric S.; Trott, Donna M.; Ploskey, Gene R.

2012-05-31T23:59:59.000Z

44

Hydroacoustic Evaluation of Juvenile Salmonid Passage and Distribution at Lookout Point Dam, 2010  

DOE Green Energy (OSTI)

Pacific Northwest National Laboratory evaluated juvenile salmonid passage and distribution at Lookout Point Dam (LOP) on the Middle Fork Willamette River for the U.S. Army Corps of Engineers, Portland District (USACE), to provide data to support decisions on long-term measures to enhance downstream passage at LOP and others dams in USACE's Willamette Valley Project. This study was conducted in response to the listing of Upper Willamette River Spring Chinook salmon (Oncorhynchus tshawytscha) and Upper Willamette River steelhead (O. mykiss) as threatened under the Endangered Species Act. We conducted a hydroacoustic evaluation of juvenile salmonid passage and distribution at LOP during February 2010 through January 2011. Findings from this 1 year of study should be applied carefully because annual variation can be expected due to variability in adult salmon escapement, egg-to-fry and fry-to-smolt survival rates, reservoir rearing and predation, dam operations, and weather. Fish passage rates for smolt-size fish (> {approx}90 mm and < 300 mm) were highest during December-January and lowest in mid-summer through early fall. Passage peaks were also evident in early spring, early summer, and late fall. During the entire study period, an estimated total of 142,463 fish {+-} 4,444 (95% confidence interval) smolt-size fish passed through turbine penstock intakes. Of this total, 84% passed during December-January. Run timing for small-size fish ({approx}65-90 mm) peaked (702 fish) on December 18. Diel periodicity of smolt-size fish showing crepuscular peaks was evident in fish passage into turbine penstock intakes. Relatively few fish passed into the Regulating Outlets (ROs) when they were open in summer (2 fish/d) and winter (8 fish/d). Overall, when the ROs were open, RO efficiency (RO passage divided by total project passage) was 0.004. In linear regression analyses, daily fish passage (turbines and ROs combined) for smolt-size fish was significantly related to project discharge (P<0.001). This relationship was positive, but there was no relationship between total project passage and forebay elevation (P=0.48) or forebay elevation delta, i.e., day-to-day change in forebay elevation (P=0.16). In multiple regression analyses, a relatively parsimonious model was selected that predicted the observed data well. The multiple regression model indicates a positive trend between expected daily fish passage and each of the three variables in the model-Julian day, log(discharge), and log(abs(forebay delta)); i.e., as any of the environmental variables increase, expected daily fish passage increases. For vertical distribution of fish at the face of the dam, fish were surface-oriented with 62%-80% occurring above 10 m deep. The highest percentage of fish (30%-60%) was found between 5-10-m-deep. During spring and summer, mean target strengths for the analysis periods ranged from -44.2 to -42.1 dB. These values are indicative of yearling-sized juvenile salmon. In contrast, mean target strengths in fall and winter were about -49.0 dB, which are representative of subyearling-sized fish. The high-resolution spatial and temporal data reported herein provide detailed information about vertical, horizontal, diel, daily, and seasonal fish passage rates and distributions at LOP from March 2010 through January 2011. This information will support management decisions on design and development of surface passage and collection devices to help restore Chinook salmon populations in the Middle Fork Willamette River watershed above LOP.

Khan, Fenton; Johnson, Gary E.; Royer, Ida M.; Hughes, James S.; Fischer, Eric S.; Trott, Donna M.; Ploskey, Gene R.

2012-05-31T23:59:59.000Z

45

Water-Gas Samples At Glass Buttes Area (DOE GTP) | Open Energy...  

Open Energy Info (EERE)

GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Water-Gas Samples At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass...

46

Microsoft Word - CX-Silver_Butte_28August2012.docx  

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

August 28, 2012 August 28, 2012 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Frank Weintraub Project Manager - TEP-TPP-1 Proposed Action: Silver Butte Fiber Burial Project Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B.47 Fiber Optic Cable. Location: Kootenai National Forest, Lincoln and Sanders County, Montana Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to bury an approximately 1-mile-long overhead fiber optic line (fiber) segment located along the Noxon-Libby transmission line. Under the Proposed Action, the fiber would be buried within the BPA right-of-way (ROW) and a U.S. Forest Service (USFS) access road. Past snow and ice loading along the segment has resulted in

47

The Western Environmental Technology Office (WETO), Butte, Montana, technology summary  

SciTech Connect

This document has been prepared by the DOE Environmental Management (EM) Office of Technology Development (OTD) to highlight its research, development, demonstration, testing, and evaluation activities funded through the Western Environmental Technology Office (WETO) in Butte, Montana. Technologies and processes described have the potential to enhance DOE`s cleanup and waste management efforts, as well as improve US industry`s competitiveness in global environmental markets. WETO`s environmental technology research and testing activities focus on the recovery of useable resources from waste. Environmental technology development and commercialization activities will focus on mine cleanup, waste treatment, resource recovery, and water resource management. Since the site has no record of radioactive material use and no history of environmental contamination/remediation activities, DOE-EM can concentrate on performing developmental and demonstration activities without the demands of regulatory requirements and schedules. Thus, WETO will serve as a national resource for the development of new and innovative environmental technologies.

Not Available

1994-09-01T23:59:59.000Z

48

Gas Sampling At Glass Buttes Area (DOE GTP) | Open Energy Information  

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 » Gas Sampling At Glass Buttes Area (DOE GTP) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Gas Sampling At Glass Buttes Area (DOE GTP) Exploration Activity Details Location Glass Buttes Area Exploration Technique Gas Sampling Activity Date Usefulness not indicated DOE-funding Unknown References (1 January 2011) GTP ARRA Spreadsheet Retrieved from "http://en.openei.org/w/index.php?title=Gas_Sampling_At_Glass_Buttes_Area_(DOE_GTP)&oldid=689421" Categories: Exploration Activities DOE Funded Activities ARRA Funded Activities

49

Ultrasonic Acceptance Small Diameter Boiler Tube Butt Weld: Project Status Update  

Science Conference Proceedings (OSTI)

This is an interim report documenting the progress of a multiyear project for developing an alternative ultrasonic testing (UT) acceptance guideline for small diameter boiler tube butt welds.BackgroundHistorically, small diameter boiler tube butt welds have either been examined for defects using radiography or not inspected, with the owner relying only on a hydrostatic pressure test at 1.5 times the design pressure to assess weld quality. This reliance is ...

2013-12-20T23:59:59.000Z

50

Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6)  

Open Energy Info (EERE)

Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Sector Of The Salton Sea Geothermal Field, California Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Conference Paper: Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Sector Of The Salton Sea Geothermal Field, California Details Activities (2) Areas (1) Regions (0) Abstract: A working conceptual model has been developed for the southwestern portion of the Salton Sea geothermal system, the region encompasing CalEnergy Operating Company's imnent 'Unit 6' field expansion (185 megawatts). The model is based on examination and analysis of several thousand borehole rock samples combined with a wealth of subsurface information made available for the first time from the databases of present

51

Microsoft Word - CX-Redmond-PilotButte-WoodPoleFY12_WEB.doc  

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

3, 2012 3, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Redmond-Pilot Butte No. 1 Wood Pole Replacement Project PP&A Project No.: 2189 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.6 Additions and modifications to transmission facilities Location: Redmond-Pilot Butte No. 1 transmission line in Deschutes County, Oregon at structures 4/7 and 11/6. Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to replace two deteriorating wood pole structures along its Redmond-Pilot Butte No. 1 230-kV transmission line located in Deschutes County, Oregon. The two structures

52

Dormaier and Chester Butte 2007 Follow-up Habitat Evaluation Procedures Report.  

DOE Green Energy (OSTI)

Follow-up habitat evaluation procedures (HEP) analyses were conducted on the Dormaier and Chester Butte wildlife mitigation sites in April 2007 to determine the number of additional habitat units to credit Bonneville Power Administration (BPA) for providing funds to enhance, and maintain the project sites as partial mitigation for habitat losses associated with construction of Grand Coulee Dam. The Dormaier follow-up HEP survey generated 482.92 habitat units (HU) or 1.51 HUs per acre for an increase of 34.92 HUs over baseline credits. Likewise, 2,949.06 HUs (1.45 HUs/acre) were generated from the Chester Butte follow-up HEP analysis for an increase of 1,511.29 habitat units above baseline survey results. Combined, BPA will be credited with an additional 1,546.21 follow-up habitat units from the Dormaier and Chester Butte parcels.

Ashley, Paul R.

2008-01-01T23:59:59.000Z

53

METHOD OF BUTT WELDING SMALL THERMOCOUPLES 0.001 TO 0.010 INCH IN DIAMETER  

SciTech Connect

A method of butt welding thermoeouples 0.001 to 0.010 in. in diameter is described. The thermocouple wires are positioned in a micro-manipulator, and a controlled welding pulse is applied to them. This welding method provides uniform upset welds through a simple preduction technique. (auth)

Stover, C.M.

1960-06-01T23:59:59.000Z

54

Microsoft Word - CX-PilotButte-LaPineWoodPoleFY12_WEB.docx  

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

30, 2012 30, 2012 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Pilot Butte-La Pine No. 1 Wood Pole Replacement Project PP&A Project No.: 2188 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.6 Additions and modifications to transmission facilities ... include ... replacement of wood poles. Location: Pilot Butte-La Pine No. 1 transmission line located in Deschutes County, Oregon, at the following structures: Mile Structure 5 7 6 5 7 4 16 7 16 8 17 5 18 1 18 3 21 3 21 8 25 3 30 5 Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to replace 12 deteriorating wood pole

55

Microsoft Word - CX-PilotButte-LaPine-WoodPoles-FY13_WEB.doc  

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

3, 2013 3, 2013 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum Richard Heredia Project Manager - TEP-TPP-1 Proposed Action: Wood pole replacements on Bonneville Power Administration's (BPA) Pilot Butte-La Pine No. 1 transmission line PP&A Project No.: 2484 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine Maintenance Location: Deschutes County, Oregon, at the following structures: Mile Structure 3 1 3 2 7 3 7 5 9 2 11 3 13 5 13 8 14 1 15 1 16 3 16 5 21 7 21 9 22 2 22 4 22 5 23 5 27 2 Proposed by: BPA Description of the Proposed Action: BPA is proposing to replace 19 deteriorating wood pole structures along its Pilot Butte-La Pine No. 1, 230-kilovolt transmission line located in Deschutes County, Oregon. The 19 structures

56

Nondestructive Evaluation: Inspection and Mitigation of Alloy 82/182 Butt Welds  

Science Conference Proceedings (OSTI)

This report conveys the current status and technical merits of the results derived from the Inspection and Mitigation of Alloy 82/182 Butt Welds project funded by the Materials Executive Oversight Group (MEOG), Materials Reliability Program (MRP), and Nondestructive Evaluation Center (NDEC). The project was constructed and approved for funding to support the utility members in their efforts to meet the commitments set forth in the MRP-169 guideline. It was recognized that there was a gap and mockups woul...

2009-10-20T23:59:59.000Z

57

Materials Reliability Program: Finite-Element Model Validation for Dissimilar Metal Butt-Welds (MRP-316)  

Science Conference Proceedings (OSTI)

Residual stresses imparted by the welding process are a principal factor in the process of primary water stress corrosion cracking (PWSCC) of Alloy 82/182 nickel-alloy dissimilar metal (DM) piping butt welds in pressurized water reactors (PWRs). Analytical models are frequently used to simulate the welding process in order to predict the residual stress distribution in the weld and base material as an input to crack growth calculations. The crack growth calculations, in turn, have demonstrated a high sen...

2011-12-20T23:59:59.000Z

58

Microsoft Word - Horse_Butte_G0374_Env_ Clearance_Doc.doc  

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

7, 2011 7, 2011 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Amy Freel Project Manager - TEP-TPP-1 Proposed Action: Cattle Creek Substation (formerly known as Horse Butte Substation) Budget Information: Work Order # 00283812 (TC AUO) and 00283765 (TC) Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B4.11 "Construction or electric power substations (including switching stations and support facilities) with power delivery at 230-kilovolt (kV) or below, or modification (other than voltage increases) of existing substations and support facilities, ..." Location: Bonneville County, ID near Idaho Falls. Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: In response to Utah Associated Municipal Power

59

Mineral resources of the Devils Playground and Twin Buttes Wilderness study areas, Sweetwater County, Wyoming  

Science Conference Proceedings (OSTI)

The Devils Playground and Twin Buttes Wilderness Study Areas are contiguous, covering an area totalling 26,800 acres in Southwest Wyoming. The study areas have been withdrawn from mining claim location because of the rich oil shale deposits in the region. In addition, Minerals management Service considers the areas to have moderate development potential for sodium (trona), with as much as 1.2 billion tons of inferred resources. The study areas are classic sites for vertebrate fossils, yielding many thousands of specimens now in museums. Chert beds are common, and it is prized by collectors for its banded appearance. The study area shave a high resource potential for undiscovered natural gas. The study areas have a moderate potential for zeolites. A low potential exists for coal resources (coal is present at great depths) and for undiscovered metallic minerals.

Van Loenen, R.E.; Bryant, W.A. (US Geological Survey (US)); Lane, M.E. (US Bureau of Mines (US))

1991-01-01T23:59:59.000Z

60

Materials Reliability Program: Welding Residual Stress Dissimilar Metal Butt-Weld Finite Element Modeling Handbook (MRP-317)  

Science Conference Proceedings (OSTI)

The residual stresses imparted by the welding process are a principal factor in the process of primary water stress corrosion cracking (PWSCC) of Alloy 82/182 nickel-alloy (i.e., dissimilar metal) piping butt welds in pressurized water reactors (PWRs). Numerical methods by finite element analyses are frequently used to simulate the welding process in order to predict the residual stress distribution in the weld and base material as an input to crack growth calculations. The crack growth calculations, in ...

2011-12-22T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

Current Activities Assessing Butt Fusion Joint Integrity in High Density Polyethylene Piping  

SciTech Connect

The Pacific Northwest National Laboratory (PNNL) in Richland, Washington, conducted initial studies to evaluate the effectiveness of nondestructive examinations (NDE) coupled with mechanical testing for assessing butt fusion joint integrity in high density polyethylene (HDPE) pipe. The work provided insightful information to the United States Nuclear Regulatory Commission (NRC) on the effectiveness of volumetric inspection techniques for detecting lack of fusion (LOF) conditions in the fusion joints. HDPE has been installed on a limited basis in American Society of Mechanical Engineers (ASME) Class 3, buried piping systems at several operating U.S. nuclear power plants and has been proposed for use in new construction. A comparison was made between the results from ultrasonic and microwave nondestructive examinations and the results from mechanical destructive evaluations, specifically the high-speed tensile test and the side-bend test, for determining joint integrity. The data comparison revealed that none of the NDE techniques detected all of the lack-of-fusion conditions that were revealed by the destructive tests. Follow-on work has recently been initiated at PNNL to accurately characterize the NDE responses from machined flaws of varying size and location in PE 4710 materials as well as the LOF condition. This effort is directed at quantifying the ability of volumetric NDE techniques to detect flaws in relation to the critical flaw size associated with joint integrity. A status of these latest investigations is presented.

Crawford, Susan L.; Cinson, Anthony D.; Doctor, Steven R.; Denslow, Kayte M.

2012-09-01T23:59:59.000Z

62

A Methodology for the Assessment of Unconventional (Continuous) Resources with an Application to the Greater Natural Buttes Gas Field, Utah  

Science Conference Proceedings (OSTI)

The Greater Natural Buttes tight natural gas field is an unconventional (continuous) accumulation in the Uinta Basin, Utah, that began production in the early 1950s from the Upper Cretaceous Mesaverde Group. Three years later, production was extended to the Eocene Wasatch Formation. With the exclusion of 1100 non-productive ('dry') wells, we estimate that the final recovery from the 2500 producing wells existing in 2007 will be about 1.7 trillion standard cubic feet (TSCF) (48.2 billion cubic meters (BCM)). The use of estimated ultimate recovery (EUR) per well is common in assessments of unconventional resources, and it is one of the main sources of information to forecast undiscovered resources. Each calculated recovery value has an associated drainage area that generally varies from well to well and that can be mathematically subdivided into elemental subareas of constant size and shape called cells. Recovery per 5-acre cells at Greater Natural Buttes shows spatial correlation; hence, statistical approaches that ignore this correlation when inferring EUR values for untested cells do not take full advantage of all the information contained in the data. More critically, resulting models do not match the style of spatial EUR fluctuations observed in nature. This study takes a new approach by applying spatial statistics to model geographical variation of cell EUR taking into account spatial correlation and the influence of fractures. We applied sequential indicator simulation to model non-productive cells, while spatial mapping of cell EUR was obtained by applying sequential Gaussian simulation to provide multiple versions of reality (realizations) having equal chances of being the correct model. For each realization, summation of EUR in cells not drained by the existing wells allowed preparation of a stochastic prediction of undiscovered resources, which range between 2.6 and 3.4 TSCF (73.6 and 96.3 BCM) with a mean of 2.9 TSCF (82.1 BCM) for Greater Natural Buttes. A second approach illustrates the application of multiple-point simulation to assess a hypothetical frontier area for which there is no production information but which is regarded as being similar to Greater Natural Buttes.

Olea, Ricardo A., E-mail: olea@usgs.gov [U.S. Geological Survey (United States); Cook, Troy A. [Denver Federal Center (United States); Coleman, James L. [U.S. Geological Survey (United States)

2010-12-15T23:59:59.000Z

63

Materials Reliability Program: Technical Basis for Preemptive Weld Overlays for Alloy 82/182 Butt Welds in PWRs (MRP-169)  

Science Conference Proceedings (OSTI)

Dissimilar metal Alloy 82/182 bimetallic pipe-to-nozzle butt welds (DMWs) have experienced cracking in recent years due to primary water stress corrosion cracking (PWSCC). Although weld overlays have been used primarily as a repair for flawed piping, they also can be applied at locations that have not yet exhibited any cracking but are considered susceptible to PWSCC. An overlay used in this manner is termed a preemptive weld overlay (PWOL). This report provides the technical basis for PWOL overlays for ...

2005-10-25T23:59:59.000Z

64

Implementation of ASME Code, Section XI, Code Case N-770, on Alternative Examination Requirements for Class 1 Butt Welds Fabricated with Alloy 82/182  

SciTech Connect

In May 2010, the NRC issued a proposed notice of rulemaking that includes a provision to add a new section to its rules to require licensees to implement ASME Code Case N-770, Alternative Examination Requirements and Acceptance Standards for Class 1 PWR Piping and Vessel Nozzle Butt Welds Fabricated with UNS N06082 or UNS W86182 Weld Filler Material With or Without the Application of Listed Mitigation Activities, Section XI, Division 1, with 15 conditions. Code Case N-770 contains baseline and inservice inspection (ISI) requirements for unmitigated butt welds fabricated with Alloy 82/182 material and preservice and ISI requirements for mitigated butt welds. The NRC stated that application of ASME Code Case N-770 is necessary because the inspections currently required by the ASME Code, Section XI, were not written to address stress corrosion cracking Alloy 82/182 butt welds, and the safety consequences of inadequate inspections can be significant. The NRC expects to issue the final rule incorporating this code case into its regulations in the spring 2011 time frame. This paper discusses the new examination requirements, the conditions that NRC is imposing , and the major concerns with implementation of the new Code Case.

Sullivan, Edmund J.; Anderson, Michael T.

2012-09-17T23:59:59.000Z

65

Utilizing the geochemical data from the National Uranium Resource Evaluation (NURE) program: an evaluation of the Butte quadrangle, Montana  

Science Conference Proceedings (OSTI)

Some 1370 water and 1951 sediment samples were collected from 1994 locations in the Butte quadrangle, Montana, in 1976 and 1977 by the University of Montana for the Los Alamos Scientific Laboratory (LASL). The LASL analyzed the water samples for uranium and the sediment samples for uranium plus 42 additional elements. The data were then released to the Montana College of Mineral Science and Technology (MCMS and T), which was responsible for the evaluation of the uranium data. The data have subsequently been released by the LASL in an open-file report (Broxton, 1980). Statistical evaluations of the data were undertaken for uranium, copper, lead, zinc, manganese, gold, and silver. The uranium evaluations indicated certain areas in the western part of the quadrangle to be favorable for further investigation (particularly along the Rock Creek), as well as anomalous areas just north of Anaconda. The entire Boulder Batholith area had a high uranium background, but there didn't appear to be any particular site in this area that might be worth pursuing. The multielement evaluations confirmed the known base and precious metal provinces within the quadrangle. A methodology for evaluating data tapes from the National Uranium Resource Evaluation (NURE) program was developed and presented throughout this report. This methodology could be developed further to define areas worth exploring for commodities other than uranium.

Van Eeckhout, E.M.

1980-12-01T23:59:59.000Z

66

Lookout device for high voltage circuit breaker  

DOE Patents (OSTI)

An improved lockout assembly is provided for a circuit breaker to lock the switch handle into a selected switch position. The lockout assembly includes two main elements, each having a respective foot for engaging a portion of the upper housing wall of the circuit breaker. The first foot is inserted into a groove in the upper housing wall, and the second foot is inserted into an adjacent aperture (e.g., a slot) in the upper housing wall. The first foot is slid under and into engagement with a first portion, and the second foot is slid under and into engagement with a second portion of the upper housing wall. At the same time the respective two feet are placed in engagement with the respective portions of the upper housing wall, two holes, one on each of the respective two main elements of the assembly, are placed in registration; and a locking device, such as a special scissors equipped with a padlock, is installed through the registered holes to secure the lockout assembly on the circuit breaker. When the lockout assembly of the invention is secured on the circuit breaker, the switch handle of the circuit breaker is locked into the selected switch position and prevented from being switched to another switch position.

Kozlowski, L.J.; Shirey, L.A.

1991-12-31T23:59:59.000Z

67

Superfund Record of Decision (EPA Region 8): Silver Bow Creek/Butte Area, MT. (Second remedial action), June 1992. Interim report  

Science Conference Proceedings (OSTI)

The Silver Bow Creek/Butte Area site is a mining and processing area located 7 miles east of Anaconda in the Upper Clark Fork River Basin, Deer Lodge County, Montana. Site contamination is the result of over 100 years of mining and process operations in the area. Until the early 1970's, mining, milling, and smelting wastes were dumped directly into Silver Bow Creek and transported downstream. The ROD addresses an interim remedy for all media at OU12. The primary contaminants of concern affecting the soil, sediment, ground water, and surface water in the Inactive area are metals, including arsenic, chromium, and lead; and inorganics.

Not Available

1992-06-30T23:59:59.000Z

68

The Lava Butte Site Revisited  

E-Print Network (OSTI)

point sample made of Newberry Volcano obsidian and thus, arein lithic type (Newberry Volcano obsidian) and productionpercussion flakes of Newberry Volcano obsidian was found in

Davis, Carl M.; Scott, Sara A.

1991-01-01T23:59:59.000Z

69

The Hydrogeologic Character of the Lower Tuff Confining Unit and the Oak Springs Butte Confining Unit in the Tuff Pile Area of Central Yucca Flat  

SciTech Connect

The lower tuff confining unit (LTCU) in the Yucca Flat Corrective Action Unit (CAU) consists of a monotonous sequence of pervasively zeolitized volcanic tuff (i.e., mostly bedded with lesser nonwelded to poorly welded tuff; not fractured) (Bechtel Nevada, 2006). The LTCU is an important confining unit beneath Yucca Flat because it separates the alluvial and volcanic aquifers, where many underground nuclear tests were conducted, from the regional lower carbonate aquifer. Recent sub-CAU-scale modeling by Los Alamos National Laboratory in the Tuff Pile area of Yucca Flat (Boryta, et al., in review) includes postulated low-porosity, high-permeability zones (i.e., fractured welded-tuff aquifers) within the LTCU. This scenario indicates that such postulated low-porosity, high-permeability zones could provide fast-path lateral conduits to faults, and eventually to the lower carbonate aquifer. A fractured and faulted lower carbonate aquifer is postulated to provide a flow path(s) for underground test-derived contaminants to potential offsite receptors. The ramifications of such a scenario are obvious for groundwater flow and contaminant migration beneath Yucca Flat. This paper describes the reasoning for not including postulated low-porosity, high-permeability zones within the LTCU in the Tuff Pile area or within the LTCU in the Yucca Flat CAU-scale model. Both observational and analytical data clearly indicate that the LTCU in the Tuff Pile area consists of pervasively zeolitic, nonwelded to poorly welded tuffs that are classified as tuff confining units (i.e., high-porosity, low-permeability). The position regarding the LTCU in the Tuff Pile area is summarized as follows: The LTCU in the Tuff Pile area consists of a monotonous sequence of predominantly zeolitic nonwelded to poorly welded tuffs, and thus is accurately characterized hydrogeologically as a tuff confining unit (aquitard) in the Yucca Flat-Climax Mine hydrostratigraphic framework model (Bechtel Nevada, 2006). No welded-tuff (or lava-flow aquifers), referred to as low-porosity, high-permeability zones in Boryta et al. (in review), are present within the LTCU in the Tuff Pile area. Fractures within the LTCU are poorly developed, a characteristic of zeolitic tuffs; and fracture distributions are independent of stratigraphic and lithologic units (Prothro, 2008). Groundwater flow and radionuclide transport will not be affected by laterally extensive zones of significantly higher permeability within the LTCU in the Tuff Pile area. Although not the primary focus of this report, the hydrogeologic character of the Oak Spring Butte confining unit (OSBCU), located directly below the LTCU, is also discussed. The OSBCU is lithologically more diverse, and does include nonwelded to partially welded ash-flow tuffs. However, these older ash-flow tuffs are poorly welded and altered (zeolitic to quartzofeldspathic), and consequently, would tend to have properties similar to a tuff confining unit rather than a welded-tuff aquifer.

Sigmund L. Drellack, Jr., Lance B. Prothro, Jose L. Gonzales, and Jennifer M. Mercadante

2010-07-30T23:59:59.000Z

70

Lookout Mountain, Tennessee: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Tennessee: Energy Resources Tennessee: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 34.9942422°, -85.3494027° 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":34.9942422,"lon":-85.3494027,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

71

Butte, Montana: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

03917°, -112.534446° 03917°, -112.534446° 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":46.003917,"lon":-112.534446,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

72

Microsoft Word - CX-Hillscreek-LookoutPoint_AccessRoad_WEB.doc  

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

Nick Wenzl Line Foreman I - TFE-Alvey Line Foreman III - TFE-Alvey Proposed Action: Wood pole replacement and minor access road maintenance along portions of the Hills...

73

Microsoft Word - G0374 Horse Butte CX.doc  

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

Clearence Memorandum Clearence Memorandum Cherilyn C. Randall - TPC-TPP-4 Proposed Action: Birch Creek Radio Tower Budget Information: Work Order #257258 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021: B4.6 "Additions or modifications to electric power transmission facilities that would not affect the environment beyond the presviously developed facility area including... replacement of poles..." Location: Bonneville County, ID - Section 2, Township 2 South, Range 41 East of the Heise SE Quadrangle Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA is proposing to install a new 50-ft radio tower within the existing Birch Creek Radio Station property in order to communicate with Utah Associated Municipal

74

Butte County, California: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

6253952°, -121.5370003° 6253952°, -121.5370003° 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":39.6253952,"lon":-121.5370003,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

75

Butte County, South Dakota: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

992°, -103.7008932° 992°, -103.7008932° 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":44.9251992,"lon":-103.7008932,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

76

Butte Falls, Oregon: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Falls, Oregon: Energy Resources Falls, Oregon: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 42.5431843°, -122.5655886° 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":42.5431843,"lon":-122.5655886,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

77

Butte County, Idaho: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

°, -113.1841378° °, -113.1841378° 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":43.6448198,"lon":-113.1841378,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

78

HF Emission Reduction from Anode Butts Using Covered Trays  

Science Conference Proceedings (OSTI)

Maximize Efficiency and Safety of Smelters through Advanced Multipurpose Simulator ... Multivariate Statistical Investigation of Carbon Consumption for HSS ...

79

Characterization of Petroleum Coke and Butts Used in Anode ...  

Science Conference Proceedings (OSTI)

About this Abstract. Meeting, Materials Science & Technology 2013. Symposium, Particulate Composites. Presentation Title, Characterization of Petroleum Coke...

80

Geology And A Working Conceptual Model Of The Obsidian Butte...  

Open Energy Info (EERE)

interconnected, mineralized fractures (veinlets). This stockwork probably formed by hydraulic rock rupture induced by explosion of isolated, fluid-filled pores heated and...

Note: This page contains sample records for the topic "lookout butte buckhorn" from the National Library of EnergyBeta (NLEBeta).
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81

Tooth butt/buzz control method/system  

SciTech Connect

This patent describes a method for controlling shifting of an automated mechanical transmission system. It comprises: a mechanical transmission including a shift actuator, a fuel controlled engine, a nonpositive coupling drivingly interposed the engine and the transmission, and a central control unit (50) effective to receive input signals indicative of the status of the transmission system including signals indicative of the rotational speeds of transmission shafts and signals indicative of the positioning of transmission jaw clutch members and to process same in accordance with logic rules to issue command output signals to a plurality of system actuators, including the shift actuator and a non-positive coupling actuator, the method including the steps, responsive to sensing a required shift from transmission neutral into a selected gear ratio, of causing the nonpositive coupling to be disengaged, then causing the jaw clutch members associated with the selected gear ratio to rotate at a substantially synchronous speed and then causing the jaw clutch members to be continuously urged into positive engagement.

Langbo, R.W.; Boardman, M.D.

1992-03-31T23:59:59.000Z

82

Microsoft Word - CX-Redmond-PilotButte-Lapine_RelayCommunicationReplac...  

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

TO ATTN OF: KEPR-4 SUBJECT: Environmental Cleareance Memorandum Jim Riehl Electrical Engineer - TECC-CSB-2 Proposed Action: Replace a relaytransfer trip rack at Redmond...

83

CAMAS: A Citizen Awareness System for Crisis Mitigation S. Mehrotra, C. Butts, D. Kalashnikov, N. Venkatasubramanian, K. Altintas, Haimin Lee,  

E-Print Network (OSTI)

was to identify cross-document coreference chains about the same "resign" event. The answer keys were manually cre coreference. First are appositive relations as holds between 'John Smith' and ~chairman of General Electric' in: John Smith, chairman of General Electric, resigned yesterday. Identifying this class

Venkatasubramanian, Nalini

84

CAMAS: A Citizen Awareness System for Crisis Mitigation Sharad Mehrotra, Carter Butts, Dmitri V. Kalashnikov, Nalini Venkatasubramanian, Kemal Altintas, Ram  

E-Print Network (OSTI)

the crisis flows through the disaster response networks has the potential to revolutionize crisis response with which information flows through disaster response networks, which consist of numerous response to natural or man-made disasters in a timely and effective manner can reduce deaths and injuries, contain

Kalashnikov, Dmitri V.

85

THE PROVENANCE OF EOCENE TUFF BEDS IN THE FOSSIL BUTTE MEMBER OF THE GREEN RIVER FORMATION, WYOMING: RELATION TO THE  

E-Print Network (OSTI)

Analysisofrecursivestochastic algorithms IEEE Trona. Aulo. Control AC-22 551-75 MscKay D J and Miller K D 1990Analyea of

Seamons, Kent E.

86

MAGNETOSTRICTIVE SENSOR \(MsS\) INSPECTION OF BUTT WELDS FOR CONTINUOUS STEEL-COIL PROCESSING LINES„LABORATORY EVALUATION  

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

NONLINEAR HARMONIC SENSORS FOR DETECTION OF MECHANICAL DAMAGE FINAL REPORT October 1, 2002-December 31, 2003 Prepared by Alfred E. Crouch Southwest Research Institute® Post Office Drawer 28510 San Antonio, Texas 78228-0510 Alan Dean, Carl Torres and Jeff Aron Tuboscope Pipeline Services P.O. Box 808 Houston, Texas 77001 March 2004 DOE Contract No. DE-FC26-01NT41156 SwRI® Project 14.05030 Prepared for U.S. Department of Energy National Energy Technology Laboratory 3610 Collins Ferry Road Morgantown, West Virginia 26507-0880 SOUTHWEST RESEARCH INSTITUTE SAN ANTONIO HOUSTON DETROIT WASHINGTON, DC ii iii DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their

87

The Urgent Need for Carbon Dioxide Sequestration Klaus S. Lackner, Darryl P. Butt, Reed Jensen and Hans Ziock  

E-Print Network (OSTI)

that this will happen. Solar energy is still far too expensive. Wind, hydro- and geothermal energy are too limited the most abundant and most reliable energy resource ever known to mankind. The need to reduce green- house at the same time providing for the growing energy demand of the world, are extremely limited. None

88

Workshop on Test Procedures for Materials for Hydrogen ...  

Science Conference Proceedings (OSTI)

... Boulder, CO 80302-5821 (303) 442-5688. Gunbarrel Guest House 6901 Lookout Rd. ... Quality Inn & Suites 2020 Arapahoe Ave. ...

89

COVER SHEET RESPONSIBLE AGENCY: U.S. Department of Energy (DOE...  

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

intends to use the funds to design, permit, and construct a 100-kilowatt wind turbine at Point Lookout, New York. The proposed project would include installation of an...

90

Preserving the U.S. Underground and Alternative Press of the 1960s and '70s: History, Prospects, and Microform Sources  

E-Print Network (OSTI)

DC Anvil, The, Sacramento, CA * Appalachian Lookout,CA Mom Guess What! , Sacramento, CA New Sos News, SanCT* People's Witness, Sacramento, CA People's World, San

Tsang, Daniel C

1993-01-01T23:59:59.000Z

91

Idaho National Engineering and Environmental Laboratory, Old Waste Calcining Facility, Scoville vicinity, Butte County, Idaho -- Photographs, written historical and descriptive data. Historical American engineering record  

SciTech Connect

This report describes the history of the Old Waste Calcining Facility. It begins with introductory material on the Idaho National Engineering and Environmental Laboratory, the Materials Testing Reactor fuel cycle, and the Idaho Chemical Processing Plant. The report then describes management of the wastes from the processing plant in the following chapters: Converting liquid to solid wastes; Fluidized bed waste calcining process and the Waste Calcining Facility; Waste calcining campaigns; WCF gets a new source of heat; New Waste Calcining Facility; Last campaign; Deactivation and the RCRA cap; Significance/context of the old WCF. Appendices contain a photo key map for HAER photos, a vicinity map and neighborhood of the WCF, detailed description of the calcining process, and chronology of WCF campaigns.

1997-12-31T23:59:59.000Z

92

Paleomagnetism of the Quaternary Cerro Prieto, Crater Elegante, and Salton Buttes volcanic domes in the northern part of the Gulf of California rhombochasm  

DOE Green Energy (OSTI)

Deviating thermomagnetic directions in volcanics representing the second and fifth or sixth pulse of volcanism suggest that the Cerro Prieto volcano originated about 110,000 years B.P. and continued to be active intermittently until about 10,000 years ago.

de Boer, J.

1980-02-01T23:59:59.000Z

93

Assessment of the Mechanical Stress Improvement Process for Mitigating Primary Water Stress Corrosion Cracking in Nickel Alloy Butt Welds in Piping Systems Approved for Leak-Before-Break  

SciTech Connect

This report provides an assessment of the use of Mechanical Stress Improvement Process to reduce, or decrease, stress-driven degradation, i.e., primary water stress corrosion cracking.

Sullivan, Edmund J.; Anderson, Michael T.

2013-01-01T23:59:59.000Z

94

Assessment of Weld Overlays for Mitigating Primary Water Stress Corrosion Cracking at Nickel Alloy Butt Welds in Piping Systems Approved for Leak-Before-Break  

SciTech Connect

This TLR provides an assessment of weld overlays as a mitigation strategy for PWSCC, and includes an assessment of the WOL-related inspection requirements of Code Case N-770-1, as conditioned in 50.55a.

Sullivan, Edward J.; Anderson, Michael T.

2012-08-01T23:59:59.000Z

95

Materials Reliability Program: Technical Basis for Preemptive Weld Overlay for Alloy 82/182 Butt Welds in Pressurized Water Reactors (MRP-169) Revision 1-A  

Science Conference Proceedings (OSTI)

Weld overlays can be applied at locations that have not yet shown any cracking but are considered susceptible to primary water stress corrosion cracking (PWSCC). A planned application of the overlay can be facilitated, and potential future cracking is mitigated because of the resulting favorable post-overlay residual stresses at the weld location. Inservice inspection also is expedited because of enhanced joint inspectability provided by the weld overlay. An overlay used in this manner is termed a preemp...

2010-10-05T23:59:59.000Z

96

Materials Reliability Program: Technical Basis for Preemptive Weld Overlays for Alloy 82/182 Butt Welds in PWRs (MRP-169) Revision 1  

Science Conference Proceedings (OSTI)

Weld overlays can be applied at locations that have not yet shown any cracking but are considered susceptible to primary water stress corrosion cracking (PWSCC). A planned application of the overlay can be facilitated, and potential future cracking is mitigated because of the resulting favorable post-overlay residual stresses at the weld location. Inservice inspection also is expedited because of enhanced joint inspectability provided by the weld overlay. An overlay used in this manner is termed a preemp...

2008-06-11T23:59:59.000Z

97

Petrology and stable isotope geochemistry of three wells in the Buttes area of the Salton Sea Geothermal Field, Imperial Valley, California, USA  

DOE Green Energy (OSTI)

A detailed investigation is reported of cuttings recovered from three wells in the Salton Sea geothermal field located at the southeast end of the Salton Sea, California. The wells, Magmamax No. 2, Magmamax No. 3, and Woolsey No. 1 penetrate 1340 m, 1200 m, and 730 m, respectively, of altered sandstones, siltstones, and shales of the Colorado River delta. The wells are located at the crest of a thermal anomaly, reach a maximum of 320/sup 0/C at 1070 m, and produce a brine containing approximately 250,000 mg/1 of dissolved solids.

Kendall, C.

1976-12-01T23:59:59.000Z

98

Solar | Department of Energy  

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

August 26, 2010 Butte College's solar panels are helping it make more energy than it uses, providing it financial as well environmental benefits. | Photo courtesy of Butte College...

99

EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects...  

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

25: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon...

100

Black Hawk Lake Fresno River  

E-Print Network (OSTI)

Black Hawk Lake Fresno River R D 4 0 0 RD 415 HWY41 RD 207 REVISRD YO SEM ITE SP RINGS P KY LILLEY County Rosedale Ranch Revis Mountain Daulton Spring Red Top Lookout Buford Mountain Black Hawk Lake

Wang, Zhi

Note: This page contains sample records for the topic "lookout butte buckhorn" 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
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101

NEWTON, Ask a Scientist at Argonne National Labs  

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

Also a private pilot with a special interest in aeronautical engineering and fluid mechanics. Active volunteer in science education and always on the look-out to stop the...

102

Outlook [Caring About Places...  

E-Print Network (OSTI)

Donlyn Lyndon editor Outlook James F. Fulton publisher T o dn w h i c h they join outlook or lookout carries subtlydesign assistant watchman. Outlook becomes a point of view,

Lyndon, Donlyn

1991-01-01T23:59:59.000Z

103

CX-008832: Categorical Exclusion Determination | Department of...  

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

CX-008832: Categorical Exclusion Determination Hills Creek-Lookout Point No. 1 Wood Pole Replacements CX(s) Applied: B1.3 Date: 07192012 Location(s): Oregon Offices(s):...

104

Materials Reliability Program: Evaluation of Potential for Low Temperature Crack Propagation in Reactor Pressure Vessel Outlet Nozzl e Dissimilar Metal Butt Welds by Stress and Fracture Mechanics Analyses (MRP-247)  

Science Conference Proceedings (OSTI)

Low Temperature Crack Propagation is a form of hydrogen embrittlement that can cause, under specific environmental conditions in laboratory tests, severe degradation of the fracture resistance of nickel-base alloys X-750 and 690, and weld metals 82/182 and 52/152. While no operating plant has exhibited evidence of LTCP, the hydrogen levels and temperature conditions necessary for LTCP to occur are present during some PWR shutdowns. This report evaluates the potential for the thermal stresses generated du...

2008-12-22T23:59:59.000Z

105

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

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

DETERMINATION Rocky Mountain Region, Western Area Power Administration Alliance Substation Communication Building Installation Box Butte County, Nebraska A. Brief Description...

106

2001 TMS Annual Meeting Exhibitor  

Science Conference Proceedings (OSTI)

... Pallet Transporters; Furnace Charging Machines; Furnace Tending Machines; Molten Metal Carriers; Ladle Charging Trucks; Butt Cleaning Manipulators; Coil...

107

Exhibitor: GLAMA MASCHINENBAU GmbH  

Science Conference Proceedings (OSTI)

... Machines; Furnace Tending Machines; Mobile Flash Gas Refiners; Ladle Charging Trucks; Molten Metal Carriers; Butt Cleaning Manipulators; Coil Lift Trucks.

108

2000 TMS Annual Meeting Exhibitor: GLAMA MASCHINENBAU GmbH  

Science Conference Proceedings (OSTI)

... Furnace Charging Machines; Furnace Tending Machines; Molten Metal Carriers; Ladle Charging Trucks; Butt Cleaning Manipulators; Coil Lift Trucks.

109

Nebraska Water Conference Council's Annual Water & Natural Resources Tour  

E-Print Network (OSTI)

& completion of administrative forms required for uranium mine visit. ­ Darrell Marshall & Ed Hoffman (Chadron Mine. 1:45 Arrive at Crow Butte Uranium Mine for tour and discussion; remarks by Jim Stocke. 3:15 Depart Crow Butte Uranium Mine; travel Nebr 2 & secondary roads to Box Butte Reservoir and minimum

Nebraska-Lincoln, University of

110

Ward Co. Dunn Co. McLean Co. McHenry Co. Mountrail Co. McKenzie Co.  

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

WHISKEY JOE WHISKEY JOE WHITE ASH SPRING COULEE DES LACS MAGPIE HARTLAND BEICEGEL CREEK RANCH COULEE WINNER CRAZY MAN CREEK GROS VENTRE BANK W BULLSNAKE UPLAND COULEE REFUGE LARSON GARNET ALKALI CREEK PLUMER RATTLESNAKE POINT ELLSWORTH CHURCH BORDER HANSON GROVER HULSE COULEE SAKAKAWEA AURELIA ROUND TOP BUTTE GORHAM BUTTE W MARMON MANITOU SHEALEY CLAYTON SERGIS N SADDLE BUTTE HAYLAND CEDAR COULEE BOWLINE LITTLE BUTTE LONG CREEK RHOADES HEDBERG FILLMORE EIDSVOLD FAIRFIELD WOLF BAY TOBACCO GARDEN N SPRING VALLEY ARNEGARD STAFFORD RICHBURG PRESCOTT BULL MOOSE S PASSPORT PHELPS BAY STAMPEDE BIG GULCH BLACKTAIL WESTHOPE WESTBERG DRY CREEK BEARS TAIL MINNESOTA ANTELOPE CREEK BLUE RIDGE NEWBURG E GRASSLAND NORTHGATE PLEASANT S SANDROCKS EAGLE NEST BEAR BUTTE DOLLAR JOE BIG MEADOW BARTA CHARLIE BOB HEART BUTTE RPD_MCKENZIECO_2 VALLEY ROAD GREAT NORTHERN

111

Page not found | Department of Energy  

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

51 - 7760 of 15,695 results. Download CX-008792: Categorical Exclusion Determination Alliance Substation Communication Building Installation Box Butte County, Nebraska CX(s)...

112

cast shop technology i  

Science Conference Proceedings (OSTI)

Guy Leblanc, and Vincent J. Newberry. Laboratory Investigations About the Influence of Starting Conditions on Butt Curl and Swell of DC Cast Sheet Ingots [

113

EA-1925: Final Environmental Assessment | Department of Energy  

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

Assessment EA-1925: Final Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon This EA evaluates Ormat Nevada, Inc.'s...

114

Influence of Raw Materials on the Properties of Anodes & Their ...  

Science Conference Proceedings (OSTI)

Then the course will outline different process steps and describe the influence of raw materials, such as petroleum coke, coal tar pitch, and anode butts on the...

115

Solar | Department of Energy  

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

panels and monthly "Solar Made Simple" seminars. August 26, 2010 Butte College's solar panels are helping it make more energy than it uses, providing it financial as well...

116

EA-1925: Draft Environmental Assessment | Department of Energy  

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

Assessment EA-1925: Draft Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon (DOI-BLM-OR-P040-2011-0021-EA; DOE...

117

EAMidnightPointMahogany  

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

Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon April 2013 Prepared By Bureau of Land Management - Prineville and Burns...

118

Paste Plant Design and Improvement  

Science Conference Proceedings (OSTI)

Mar 12, 2012 ... Increased butt thickness due to lower carbon consumption provides opportunity for amperage creep in Reduction lines. ALBA has unique...

119

CX-008792: Categorical Exclusion Determination | Department of...  

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

Exclusion Determination CX-008792: Categorical Exclusion Determination Alliance Substation Communication Building Installation Box Butte County, Nebraska CX(s) Applied: B4.6...

120

Broad Overview of Energy Efficiency and Renewable Energy Opportunities...  

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

Broad Overview of Energy Efficiency and Renewable Energy Opportunities for Department of Defense Installations E. Anderson, M. Antkowiak, R. Butt, J. Davis, J. Dean, M. Hillesheim,...

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

CX-003588: Categorical Exclusion Determination | Department of...  

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

Determination CX-003588: Categorical Exclusion Determination Synthesis of Renewable Biofuels from Biomass CX(s) Applied: B3.6 Date: 08242010 Location(s): Butte, Montana...

122

Diode Arrays for High-Efficiency Light-Assisted Friction Stir ...  

Current Weather. Protocol Office. Where to stay. Tri-Valley Visitors Bureau. ... the rotating tool is advanced along a butt joint between two pieces of metal, ...

123

Nuclear Materials  

Science Conference Proceedings (OSTI)

Mar 5, 2013... Brian Westphal1; Mike Patterson1; Batric Pesic1; 1Idaho National ... Mark Orazem2; Darryl Butt1; Supathorn Phongikaroon3; Michael...

124

Electrochemical Impedance Spectroscopy of Uranium Chloride in ...  

Science Conference Proceedings (OSTI)

Author(s), Kerry Neil Allahar, Michael Shaltry, Mark E Orazem, Darryl P Butt, Supathorn Phongikaroon, Michael Simpson. On-Site Speaker (Planned), Kerry Neil...

125

Observation and Detection of Corrosion on Aerospace Bearing ...  

Science Conference Proceedings (OSTI)

Author(s), Michael F Hurley, Cole Smith, Darryl Butt. On-Site Speaker (Planned), Michael F Hurley. Abstract Scope, Lubricant degradation or contamination in jet...

126

Poster  

Science Conference Proceedings (OSTI)

... Benjamin Beeler2; Chaitanya Deo2; Michael Baskes3; Maria Okuniewksi4; .... John Youngsman1; Jacqueline Hodge1; Sin Ming Loo1; Darryl Butt1; 1Boise...

127

Phase Transformation and Equilibrium I  

Science Conference Proceedings (OSTI)

Oct 19, 2010 ... Session Chair: Michael Kaufman, Colorado School of Mines ... Patrick Price1; Ellen Rabenburg1; David Thomsen1; Darryl Butt1; 1Boise State...

128

MPMD Technical Division Student Poster Contest: Session I ...  

Science Conference Proceedings (OSTI)

Feb 28, 2011... using modified monte carlo method: Michael Morse1; 1BSU Dynamic .... Pavan chennapragada1; Darryl Butt1; Michael Hurley1; 1Boise state...

129

Spark Plasma Sintering of Next Generation Nuclear Materials  

Science Conference Proceedings (OSTI)

... Spark Plasma Sintering of Next Generation Nuclear Materials. Author(s), Daniel Osterberg, Jeff Perkins, Matt Luke, Brian Jaques, Michael F Hurley, Darryl Butt.

130

Iron and Steel  

Science Conference Proceedings (OSTI)

"The Corrosion of Materials in Spallation Neutron Sources" (Research Summary), R.S. Lillard and D.P. Butt, December 1998, pp. 56-59. "Creep Studies for...

131

CHARACTERIZATION OF COAL- AND PETROLEUM-DERIVED BINDER PITCHES AND THE INTERACTION OF PITCH/COKE MIXTURES IN PRE-BAKED CARBON ANODES.  

E-Print Network (OSTI)

??Carbon anodes are manufactured from calcined petroleum coke (i.e. sponge coke) and recycled anode butts as fillers, and coal tar pitch (SCTP) as the binder. (more)

Suriyapraphadilok, Uthaiporn

2008-01-01T23:59:59.000Z

132

Showering with the Sun at Chickasaw National Recreation Area  

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

ark Golnar, a mechanical engineer with the National Park Service (NPS), describes solar water heating as the "perfect heat source" for the comfort stations at Chickasaw National Recreation Area. "The demand for hot water coincides with the availabil- ity of sunlight, which makes solar water heaters the obvious choice," he says. "As a bonus, the solar systems are an environmentally sound and cost- effective way to heat water." Located about 100 miles (161 km) south of Oklahoma City, Oklahoma, on Lake of the Arbuckles, the facility is used primarily in the summer, when solar energy is abundant. The solar water heating systems supply all the hot water for one large comfort station and two small ones at the Buckhorn Campground. (There are no

133

Showering with the Sun at Chickasaw National Recreation Area  

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

ark Golnar, a mechanical engineer with ark Golnar, a mechanical engineer with the National Park Service (NPS), describes solar water heating as the "perfect heat source" for the comfort stations at Chickasaw National Recreation Area. "The demand for hot water coincides with the availabil- ity of sunlight, which makes solar water heaters the obvious choice," he says. "As a bonus, the solar systems are an environmentally sound and cost- effective way to heat water." Located about 100 miles (161 km) south of Oklahoma City, Oklahoma, on Lake of the Arbuckles, the facility is used primarily in the summer, when solar energy is abundant. The solar water heating systems supply all the hot water for one large comfort station and two small ones at the Buckhorn Campground. (There are no

134

REFERENCES CITED IN: Draft Technical Report: Considerations Related to Post-Closure Monitoring Of Uranium In-Situ  

E-Print Network (OSTI)

, 2008, Cogema Mining, Inc, and Petrotek Engineering Corp. ML081060131. http://www.wise- uranium://www.wiley.com/WileyCDA/ Crow Butte 2000. Mine Unit 1 Restoration Report, Crow Butte Uranium Project. Submitted to NRC January Of Uranium In-Situ Leach/In-Situ Recovery (ISL/ISR) Sites. How to obtain the references: Most

135

Experimental Determination of the Effect of Last Pass Heat Sink Welding on Residual Stress in a Large Stainless Steel Pipe  

Science Conference Proceedings (OSTI)

This report discusses the experimental determination of through-wall residual distribution at welds in a 24-inch diameter heavy wall pipe. The results of a conventional butt weld and a butt weld made using the last pass heat sink welding method are compared.

1983-11-01T23:59:59.000Z

136

Green River formation water flood demonstration project, Unita Basin, Utah. Quarterly technical progress report, January 1, 1995--March 31, 1995  

SciTech Connect

The objective of this project was to understand the successful water flood in the Monument Butte unit and apply it to other units and other reservoirs. Expanding the Monument Butte Water Flood was also one of the objectives. This report provides progress in the areas of field drilling and production results and modeling the boundary unit.

Lomax, J.D.; Nielson, D.L.; Deo, M.D.

1995-06-01T23:59:59.000Z

137

EA-1816: Final Environmental Assessment | Department of Energy  

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

6: Final Environmental Assessment 6: Final Environmental Assessment EA-1816: Final Environmental Assessment Town of Hempstead Wind-to-Hydrogen Project, Point Lookout, New York The U.S. Department of Energy (DOE) has provided a grant to the Town of Hempstead, New York (the Town) under the Energy Efficiency and Conservation Block Grant (EECBG) Program, and Town Hempstead intends to use the funds to design, permit, and construct a 100-kilowatt wind turbine at Point Lookout, New York. The proposed project would include installation of an underground electrical line from the turbine to the station. The system would convert wind energy to electricity and use that to power an electrolyzer to make pure hydrogen for the Town's fueling facility for the Town's small fleet of vehicles (proposed project). DOE provided the grant under the

138

EA-1816: Final Environmental Assessment | Department of Energy  

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

816: Final Environmental Assessment 816: Final Environmental Assessment EA-1816: Final Environmental Assessment Town of Hempstead Wind-to-Hydrogen Project, Point Lookout, New York The U.S. Department of Energy (DOE) has provided a grant to the Town of Hempstead, New York (the Town) under the Energy Efficiency and Conservation Block Grant (EECBG) Program, and Town Hempstead intends to use the funds to design, permit, and construct a 100-kilowatt wind turbine at Point Lookout, New York. The proposed project would include installation of an underground electrical line from the turbine to the station. The system would convert wind energy to electricity and use that to power an electrolyzer to make pure hydrogen for the Town's fueling facility for the Town's small fleet of vehicles (proposed project). DOE provided the grant under the

139

Energy Department Emergency Response Team Ready to Respond to Hurricane  

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

Department Emergency Response Team Ready to Respond to Department Emergency Response Team Ready to Respond to Hurricane Irene Energy Department Emergency Response Team Ready to Respond to Hurricane Irene August 26, 2011 - 12:15pm Addthis Hurricane Irene made landfall at approximately 7:30 am EDT near Cape Lookout, North Carolina with maximum sustained winds of 85 mph (Category 1). This NOAA GOES-13 satellite image captures Irene’s landfall moment. | Image courtesy of NOAA Hurricane Irene made landfall at approximately 7:30 am EDT near Cape Lookout, North Carolina with maximum sustained winds of 85 mph (Category 1). This NOAA GOES-13 satellite image captures Irene's landfall moment. | Image courtesy of NOAA Patricia A. Hoffman Patricia A. Hoffman Assistant Secretary, Office of Electricity Delivery & Energy Reliability

140

Cold Climate Foundation Retrofit Energy Savings: The Simulated Energy and Experimental Hygrothermal Performance of Cold Climate Foundation Wall Insulation Retrofit Measures -- Phase I, Energy Simulation  

SciTech Connect

A split simulation whole building energy/3-dimensional earth contact model (termed the BUFETS/EnergyPlus Model or BEM) capable of modeling the full range of foundation systems found in the target retrofit housing stock has been extensively tested. These foundation systems that include abovegrade foundation walls, diabatic floors or slabs as well as lookout or walkout walls, currently cannot be modeled within BEopt.

Goldberg, L. F.; Steigauf, B.

2013-04-01T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

A Demonstration System for Capturing Geothermal Energy from Mine Waters  

Open Energy Info (EERE)

System for Capturing Geothermal Energy from Mine Waters System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project Jump to: navigation, search Last modified on July 22, 2011. Project Title A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Project Type / Topic 1 Recovery Act - Geothermal Technologies Program: Ground Source Heat Pumps Project Type / Topic 2 Topic Area 1: Technology Demonstration Projects Project Description Butte, Montana, like many other mining towns that developed because of either hard-rock minerals or coal, is underlain by now-inactive water-filled mines. In Butte's case, over 10,000 miles of underground workings have been documented, but as in many other mining communities these waters are regarded as more of a liability than asset. Mine waters offer several advantages:

142

College Fights Energy Rate Hikes with 'Grid Positive' Plan | Department of  

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

College Fights Energy Rate Hikes with 'Grid Positive' Plan College Fights Energy Rate Hikes with 'Grid Positive' Plan College Fights Energy Rate Hikes with 'Grid Positive' Plan August 26, 2010 - 4:11pm Addthis Butte College's solar panels are helping it make more energy than it uses, providing it financial as well environmental benefits. | Photo courtesy of Butte College | Butte College's solar panels are helping it make more energy than it uses, providing it financial as well environmental benefits. | Photo courtesy of Butte College | Lorelei Laird Writer, Energy Empowers What does this mean for me? Community college campus will have 25,000 solar panels after latest installation and will generate 6,381 megawatt-hours of solar energy annually. $12.65 million in Clean Renewable Energy Bonds helped fund final 15,000 panels.

143

ENVIRONMENTAL REVIEW FOR CATEGORICAL EXCLUSION DETERMINATION  

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

Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps Located in Wyoming and Nebraska A. Brief Description of Proposal: Western Area Power Administration (Western) proposes to replace the wood switch mounting structures and I 15-kilovolt (kV) line discOimect switches with new switches and steel box mounting structures at the Guernsey Rural, Worland, Refinery, Box Butte, and Morrill County Taps located in Platte, Washakie, and Natrona Counties, Wyoming, and Box Butte and Morrill Counties, Nebraska. All line disconnect switches are mounted on four pole wood structures with similar configurations. Many of the switches and wood structures were installed in the early 1950's, are original, obsolete, and difficult to find replacement parts. The mounting wood structures are deteriorating and have

144

ENVIRONMENTAL REVIEW FOR CATEGORICAL EXCLUSION DETERMINATION  

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

Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps Located in Wyoming and Nebraska A. Brief Description of Proposal: Western Area Power Administration (Western) proposes to replace the wood switch mounting structures and 115-kilovolt (kV) line discmmect switches with new switches and steel box mounting structures at the Guernsey Rural, Worland, Refinery, Box Butte, and Morrill County Taps located in Platte, Washakie, and Natrona Counties, Wyoming, and Box Butte and Morrill Counties, Nebraska. All line disconnect switches are mounted on four pole wood structures with similar configurations. Many of the switches and wood structures were installed in the early 1950's, are original, obsolete, and difficult to find replacement parts. The mounting wood structures are deteriorating and have

145

SEARCH FOR UNDERGROUND OPENINGS FOR IN SITU TEST FACILITIES IN CRYSTALLINE ROCK  

E-Print Network (OSTI)

Montana, Geol. Dept. , Anaconda Co. , Butte, Montana, 150 p.no. 6, p. 128, 132. 1974, Anaconda will develop Carr Forkof the State, Syndicate and Anaconda vein systems near the

Wallenberg, H.A.

2010-01-01T23:59:59.000Z

146

The Mining Life : : A Transnational History of Race and Family in the U.S.-Mexico Borderlands, 1890-1965  

E-Print Network (OSTI)

Janet Finns study on the Anaconda Copper Company in Butte,American Smelting, Anaconda, Phelps Dodge and other U.S.associated with Asarco and Anaconda in the state of Montana

Maiorana, Juliette Charlie

147

CX-010097: Categorical Exclusion Determination | Department of...  

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

to apply pre-emergent, post-emergent, UV Inhibitor herbicides, which may include spray marking dyes, at Lone Butte Substation located in Section 13, Township 2 South, Range...

148

1070'0W 10630'0W 1060'0W 10530'0W 490'0N Williston Basin ...  

U.S. Energy Information Administration (EIA)

poplar e lustre vaux fork e flat lake goose lake rough rider d wyer sidney mondak w divide flat top butte indian hill glass bluff poe fairview camp bicentennial ...

149

Displaced electrode process for welding  

DOE Patents (OSTI)

A method is described for the butt-welding of a relatively heavy mass to a relatively small mass such as a thin-wall tube. In butt-welding heat is normally applied at the joint between the two pieces which are butt-welded together. The application of heat at the joint results in overheating the tube which causes thinning of the tube walls and porosity in the tube material. This is eliminated by displacing the welding electrode away from the seam toward the heavier mass so that heat is applied to the heavy mass and not at the butt seam. Examples of the parameters used in welding fuel rods are given. The cladding and end plugs were made of Zircalloy. The electrode used was of 2 percent thoriated tungsten. (auth)

Heichel, L.J.

1975-08-26T23:59:59.000Z

150

CX-001900: Categorical Exclusion Determination | Department of...  

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

Recovery and Reinvestment Act (ARRA) Renewable Energy Enterprise Zone (REEZ) Milner Butte Landfill Gas Project CX(s) Applied: B5.1 Date: 03022010 Location(s): Burley, Idaho...

151

Page not found | Department of Energy  

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

Recovery and Reinvestment Act (ARRA) Renewable Energy Enterprise Zone (REEZ) Milner Butte Landfill Gas Project CX(s) Applied: B5.1 Date: 03022010 Location(s): Burley, Idaho...

152

Projects at the Western Environmental Technology Office. Quarterly technical progress report, April 1--June 30, 1995  

Science Conference Proceedings (OSTI)

This report contains brief outlines of the multiple projects under the responsibility of the Western Environmental Technology Office in Butte Montana. These projects include biomass remediation, remediation of contaminated soils, mine waste technology, and several other types of remediation.

NONE

1995-08-01T23:59:59.000Z

153

"A Modest Manliness": The Boy Scouts of America and the Making of Modern Masculinity, 1910-1930  

E-Print Network (OSTI)

Boys Life (Jan. 1915): 21; Blackfeet Honor Scouts, Weeklystarted in 1927 at a Blackfoot settlement at Heart Butte,as a national holiday, Blackfoot Red Fox James took time to

Jordan, Benjamin Ren

2009-01-01T23:59:59.000Z

154

CX-010593: Categorical Exclusion Determination | Department of...  

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

Determination CX-010593: Categorical Exclusion Determination Pilot Butte-La Pine 1 Wood Pole Replacements CX(s) Applied: B1.3 Date: 06132013 Location(s): Oregon Offices(s):...

155

CX-006263: Categorical Exclusion Determination | Department of...  

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

CX-006263: Categorical Exclusion Determination Big Eddy-Redmond and Redmond-Pilot Butte Wood Pole Replacements CX(s) Applied: B1.3 Date: 07072011 Location(s): Wasco County,...

156

CX-008162: Categorical Exclusion Determination | Department of...  

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

CX-008162: Categorical Exclusion Determination Redmond-Pilot Butte Number 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 04132012 Location(s): Oregon...

157

CX-008891: Categorical Exclusion Determination | Department of...  

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

Determination CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 07302012 Location(s): Oregon...

158

CX-010585: Categorical Exclusion Determination  

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

Teakean Butte Radio Station Upgrade CX(s) Applied: B1.19, B1.24 Date: 07/03/2013 Location(s): Idaho Offices(s): Bonneville Power Administration

159

Characterization Technologies - Programmaster.org  

Science Conference Proceedings (OSTI)

Mar 5, 2013... Richard Harris1; Joseph Chason2; Michael Nixon1; Pavol Stofke3; 1Air ... Indrajit Charit1; Darryl Butt1; James Cole1; 1Boise State University

160

Evaluation of an Air Pollution Analysis System for Complex Terrain  

Science Conference Proceedings (OSTI)

This paper describes results from a study to evaluate components of an operational air quality modeling system for complex terrain. In particular, the Cinder Cone Butte (CCB) modeler's dataset is used to evaluate the current technique for ...

D. G. Ross; D. G. Fox

1991-07-01T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

Summary.qxd  

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

include Mud Lake and Terreton to the east; Arco, Butte City, and Howe to the west; and Atomic City to the south. Larger commu- nities and towns near the INEEL include Idaho...

162

ch_4  

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

include Mud Lake and Terreton to the east; Arco, Butte City, and Howe to the west; and Atomic City to the south. The larger com- munities of Idaho Falls, Rexburg, Rigby,...

163

Paper accepted for presentation at the 11th Int. Conf. on Coal Science (ICCS-11),  

E-Print Network (OSTI)

. Lackner, K.S.; Butt, D.P.; Wendt, C.H., 1997. Magnesite disposal of carbon dioxide. 22. international.P.; Lackner, K.S.; Wendt, C.H., et al, 1998. The kinetics of binding carbon dioxide in magnesium carbonate. 23. Ziock, H.; Lackner, K.S.; Butt, D.P.; Wendt, C.H., 1999. The need and options available for permanent CO

Zevenhoven, Ron

164

Automatic welding comes of age. [Offshore  

SciTech Connect

Automatic pipe welding systems today fall into three main categories: gas metal arc welding, gas-tungsten arc welding, and flash-butt welding. The first automatic welding devices used offshore were the CRC and H.C. Price systems. Both use gas metal arc welding with a consumable steel filler wire. The recently developed McDermott flash-butt welding system is described. (DLC)

Turner, D.L. Jr.

1981-07-01T23:59:59.000Z

165

WC-Guide-2011.xls  

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

1 1 Buckhorn Grill 1171 Locust Street 945-7676 Hubcaps Diner 1548 Bonanza Street 945-6960 Katy's Creek 1680 Locust Street 946-0949 Lark Creek Cafe 1360 Locust Street 256-1234 McCovey's 1444 N. California Blvd. 944-9444 Original Mel's 1394 N. Main Street 935-6457 Redux Lounge 1411 Locust Street 934-9490 The Cheescake Factory 1181 Locust Street 952-8450 The Habit Burger Grill 1255 S. California Blvd. 279-2286 Bombay Indian 1512 N. Main Street 932-5777 Breads of India 1358 N. Main Street 256-7684 Da Lat Vietnamese 1353 Locust Street 926-0278 Dragon 2000 1651 Botelho Drive 287-1688 Erawan Thai Restaurant 1414 N. Main Street 937-7887 Fujian Japanese 1518 Bonanza Street 932-0368 Kaiwa Sushi 1534 Locust Street 274-9496 Koreana Kitchen 1546 Bonanza Street 938-5959 Le Cheval 1375 N. Broadway 938-2288 Oishi Sushi and Grill

166

Environmental Assessments (EA) | Department of Energy  

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

February 1, 2011 February 1, 2011 EA-1705: Draft Environmental Assessment Construction and Operation of a Proposed Cellulosic Biorefinery, Mascoma Corporation, Kinross Charter Township, Michigan February 1, 2011 EA-1700: Final Environmental Assessment Computational Research and Theory Facility Project February 1, 2011 EA-1816: Final Environmental Assessment Town of Hempstead Wind-to-Hydrogen Project, Point Lookout, New February 1, 2011 EA-1815: Final Environmental Assessment Cuyahoga County Agricultural Society Wind Energy Project, Berea, Cuyahoga County, Ohio February 1, 2011 EA-1820: Final Environmental Assessment Archbold Area Local School Wind Project Archbold, Fulton County, Ohio February 1, 2011 EA-1818: Final Environmental Assessment Pettisville Local Schools Wind Energy Project, Pettisville, Fulton County,

167

Russian Tall Ship to Search for Missing Tsunami Debris  

E-Print Network (OSTI)

Hafners meeting with Captain Sviridenko of the Russian Tall Ship STS Pallada to be on the look-?out for any debris from Japan's tsunami, Hafner was interviewed by KITV4 about any knowldedge of the whereabouts of the debris. To help in efforts to track the debris, the scientists need to validate their models ' projections of the debris field and are asking ships in the North Pacific to report to them on what they see, and if possible take samples. Click here to listen to interview. Websites to see projected tsunami debris paths For the original animation from the statistical model, please visit:

Nikolai Maximenko; Jan Hafner

2011-01-01T23:59:59.000Z

168

Thanks to Our Neighbors in Fighting Fire on INL  

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

Thanks to Our Neighbors in Fighting Fire on INL Thanks to Our Neighbors in Fighting Fire on INL Idaho Bureau of Homeland Security view of the Twin Buttes Wildland fire aftermath atop the East Twin Butte. As the Department of Energy's manager at the Idaho National Laboratory, I want to commend the outstanding efforts of More than 50 firefighters and equipment battled the fire that was contained at 9:10 p.m. Mountain Standard Time July 19, 2007 An aerial scan of the area indicated the fire burned more than 9,000 acres. INL employees, and firefighting and law enforcement staff from our regional neighbors for the outstanding team-work they exhibited in controlling the Twin Buttes Fire on the INL from July 18-20. The INL Firefighters and support workers joined together with the Blackfoot Fire Department, Idaho Falls Fire Department, Shelley Fire

169

DOI-BLM-OR-P040-0021-EA | Open Energy Information  

Open Energy Info (EERE)

OR-P040-0021-EA OR-P040-0021-EA Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home NEPA Document Collection for: DOI-BLM-OR-P040-0021-EA EA at Glass Buttes Geothermal Area for Geothermal/Exploration Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon General NEPA Document Info Energy Sector Geothermal energy Environmental Analysis Type EA Applicant Ormat Technologies Inc Consultant Cardno ENTRIX Geothermal Area Glass Buttes Geothermal Area Project Location Oregon Project Phase Geothermal/Exploration Techniques Drilling Techniques Time Frame (days) Application Time 1018 NEPA Process Time 853 Participating Agencies Lead Agency BLM Funding Agency DOE Managing District Office BLM Prineville District Office, BLM Burns District Office

170

DOI-BLM-OR-P040-0021-EA | Open Energy Information  

Open Energy Info (EERE)

-0021-EA -0021-EA (Redirected from DOI-BLM-OR-P040-2011-????-EA) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home NEPA Document Collection for: DOI-BLM-OR-P040-0021-EA EA at Glass Buttes Geothermal Area for Geothermal/Exploration Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon General NEPA Document Info Energy Sector Geothermal energy Environmental Analysis Type EA Applicant Ormat Technologies Inc Consultant Cardno ENTRIX Geothermal Area Glass Buttes Geothermal Area Project Location Oregon Project Phase Geothermal/Exploration Techniques Drilling Techniques Time Frame (days) Application Time 1018 NEPA Process Time 853 Participating Agencies Lead Agency BLM Funding Agency DOE Managing District Office BLM Prineville District Office, BLM Burns District Office

171

CX-005418: Categorical Exclusion Determination | Department of Energy  

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

18: Categorical Exclusion Determination 18: Categorical Exclusion Determination CX-005418: Categorical Exclusion Determination Birch Creek Radio Tower CX(s) Applied: B4.6 Date: 03/07/2011 Location(s): Bonneville County, Idaho Office(s): Bonneville Power Administration Bonneville Power Administration (BPA) is proposing to install a new 50-foot radio tower within the existing Birch Creek Radio Station property in order to communicate with Utah Associated Municipal Power System?s (UAMPS) new 100-megawatt Horse Butte Wind Power Generating Facility. BPA would also install telemetry and communication equipment within UAMPS?s Horse Butte control house. Electrical generation produced from the Horse Butte Wind project would interconnect into BPA?s transmission system via a tap between towers 31/6 and 31/7 of BPA?s Palisades-Goshen 115-kilovolt transmission

172

Estimate of the allowable dimensions of diagnosed defects in category III and IV welded pipeline joints{sup 1}  

SciTech Connect

An approach for estimating the permissible dimensions of technological defects in butt welded joints in category III and IV pipelines is described. The allowable size of a welding defect is determined from the condition of compliance with the specifications on strength for a reference cross section (damaged joint) of the pipeline taking into account its weakening by a given defect.With regard to the fairly widespread discovery of technological defects in butt welded joints during diagnostics of auxiliary pipelines for thermal electric power plants, the proposed approach can be used in practice by repair and consulting organizations.

Grin', E. A.; Bochkarev, V. I. [JSC 'All-Russia Thermal Engineering Institute' (JSC 'VTI') (Russian Federation)] [JSC 'All-Russia Thermal Engineering Institute' (JSC 'VTI') (Russian Federation)

2013-01-15T23:59:59.000Z

173

Apparatus and method for harvesting woody plantations  

DOE Patents (OSTI)

A tree harvester for harvesting felled trees includes a wheel mounted wood chipper which moves toward the butt ends of the tree stems to be processed. The harvester includes a plurality of rotating alignment discs in front of the chipper. These discs align the tree stems to be processed with the mouth of the chipper. A chipper infeed cylinder is rotatably mounted between the discs and the front end of the chipper, and lifts the tree stem butts up from the ground into alignment with the chipper inlet port. The chips discharge from the chipper and go into a chip hopper which moves with the tree harvester. 8 figs.

Eggen, D.L.

1988-11-15T23:59:59.000Z

174

Apparatus and method for harvesting woody plantations  

DOE Patents (OSTI)

A tree harvester for harvesting felled trees includes a wheel mounted wood chipper which moves toward the butt ends of the tree stems to be processed. The harvester includes a plurality of rotating alignment discs in front of the chipper. These discs align the tree stems to be processed with the mouth of the chipper. A chipper infeed cylinder is rotatably mounted between the discs and the front end of the chipper, and lifts the tree stem butts up from the ground into alignment with the chipper inlet port. The chips discharge from the chipper and go into a chip hopper which moves with the tree harvester.

Eggen, David L. (Rte. 1, Box 257, Moose Lake, MN 55767)

1988-11-15T23:59:59.000Z

175

EERE SBIR Case Study: Sonic Energy Improves Industrial Separation and Mixing Processes  

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

Resodyn to develop a simple, Resodyn to develop a simple, new technology that improves membrane performance by a factor of 5 to 10 compared to conventional mixing, offering far better separations capability for a wide variety of industries and applications. Resodyn Corporation (Butte, MT) is a small high-technology business whose objective is to develop, manufacture, and sell advanced technologies for high-

176

F7 Effects of Hub Contact Shape on Contact Pressure and Fatigue ...  

Science Conference Proceedings (OSTI)

Presentation Title, F7 Effects of Hub Contact Shape on Contact Pressure and ... or press-fitted shafts such as railway axles, rotor of a steam turbine or coupling, ... A23 Back Bead Characteristics during Butt Welding of Thick Plate for Various...

177

Ceramic joints  

DOE Patents (OSTI)

Butt joints between materials having different coefficients of thermal expansion are prepared having a reduced probability of failure of stress facture. This is accomplished by narrowing/tapering the material having the lower coefficient of thermal expansion in a direction away from the joint interface and not joining the narrow-tapered surface to the material having the higher coefficient of thermal expansion.

Miller, Bradley J. (Worcester, MA); Patten, Jr., Donald O. (Sterling, MA)

1991-01-01T23:59:59.000Z

178

99thth Annual Proceedings of the Fred S. GrodinsFred S. Grodins  

E-Print Network (OSTI)

10:00 Lo, Joe Piezoelectric Optical MEMS Scanning Fluorescence Biosensor 10:15 Butte, Pramod Intra-Operative Time-Resolved Laser Induced Fluorescence Spectroscopy of Human Glial Tumors 10:30 Givrad, Tina-Resolved Laser Induced Fluorescence Spectroscopy of Human Glial Tumors 2 Chatterjee, Susmita Stimulus

Southern California, University of

179

Mechanical properties of Hysol EA-9394 structural adhesive  

DOE Green Energy (OSTI)

Dextor`s Hysol EA-9394 is a room temperature curable paste adhesive representative of the adhesives used in wind turbine blade joints. A mechanical testing program has been performed to characterize this adhesive. Tension, compression stress relaxation, flexural, butt tensile, and fracture toughness test results are reported.

Guess, T.R.; Reedy, E.D.; Stavig, M.E.

1995-02-01T23:59:59.000Z

180

Mining into the new millennium  

Science Conference Proceedings (OSTI)

After more than 3 years of production and a billion tons of coal shipped, Foundation Coal West, a subsidiary of Foundation Coal Holding Inc., continues to operate two of the original surface mines in Wyoming's Powder River Basin. The article describes equipment (conveyors, trucks, surface miners etc.) deployed at Belle Ayr and Eagle Butte PRB operations. 3 photos.

Buchsbaum, L.

2009-06-15T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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.


181

CX-009090: Categorical Exclusion Determination  

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

Line Switch Replacements at Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps CX(s) Applied: B4.6, B4.11 Date: 07/30/2012 Location(s): Wyoming, Nebraska Offices(s): Western Area Power Administration-Rocky Mountain Region

182

NATIVE MYCORRHIZAL FUNGI WITH ASPEN ON SMELTER-IMPACTED SITES IN THE NORTHERN ROCKY MOUNTAINS  

E-Print Network (OSTI)

Ridge of Butte (MT), behind the smelter stack at Anaconda (MT), near the (removed) smelter in Kellogg stack at Anaconda, MT (inactive copper smelter), at the (removed) lead smelter at Kellogg, ID, and along regenerating south of the Anaconda Superfund site. Aspen is able to colonize these areas due to mutualistic

Cripps, Cathy

183

Experiments on automatic seam detection for a MIG welding robot  

Science Conference Proceedings (OSTI)

To make robotic welding more flexible, vision systems are used to detect the weld seam and plan a path for the robot to follow. In this paper an image processing technique is introduced that can automatically detect the weld seam in a "butt-weld" configuration. ... Keywords: arc welding robot, stereo vision, weld seam detection

Mitchell Dinham; Gu Fang; Jia Ju Zou

2011-09-01T23:59:59.000Z

184

CX-010680: Categorical Exclusion Determination  

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

Herbicide Application at One Substation: Lone Butte, located on the Gila River Indian Community During Fiscal Year 2014 CX(s) Applied: B1.3 Date: 07/01/2013 Location(s): Arizona Offices(s): Western Area Power Administration-Desert Southwest Region

185

A guide to writing articles in energy science Martin Weiss a,  

E-Print Network (OSTI)

PV Kingbird Solar Lower West Wind Energy Project Catalina Renewable Energy High Desert Solar Alta Solar Meadows Field Solar Project US Topco Energy Horn PV Manzana Wind Project Lake Hughes Wind AV Solar Palms PV Project GWF Tracy Amendment Gray Butte Solar PV Golden Hills (Altamont Repower II) North

186

Aluminium Smelter: Equipment  

Science Conference Proceedings (OSTI)

Feb 15, 2010 ... Improving Heat Dissipation and Cell Life of Aged Reduction Lines at Aluminium ... This has eliminated risks to the operator from the hot butts being ... Today's new smelters are often built at remote places with ever ... for an economic bulk material handling system from ship to cell for a continuous production.

187

Visit our website: extension.unh.edu UNH Cooperative Extension programs and policies are consistent with pertinent Federal and State laws and regulations  

E-Print Network (OSTI)

or for smoking · 20 lbs. Shoulder Roast · 8 lbs. Butt Pork Roast · 10 lbs. Stew Bones · 16 lbs. Fat ­ to render into two large coolers (minus the fat for rendering, liver which doesn't usually go to the butcher, feet

New Hampshire, University of

188

TWO APPROACHES TO AUTOMATIC MATCHING OF ATOMIC GRAMMATICAL FEATURES IN LFG  

E-Print Network (OSTI)

TWO APPROACHES TO AUTOMATIC MATCHING OF ATOMIC GRAMMATICAL FEATURES IN LFG Anton Bryl and Josef van Genabith CNGL, School of Computing, Dublin City University Proceedings of the LFG10 Conference Miriam Butt approaches to the automatic identi- fication of correspondences between atomic features of LFG (and similar

van Genabith, Josef

189

Blog Feed: Vehicles | Department of Energy  

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

February 17, 2010 February 17, 2010 Energy Savers in the Community: Fuel Cell Vehicle Pioneer As the communications coordinator for EERE's Clean Cities program, I'm always on the lookout for interesting stories about alternative fuel vehicles. February 4, 2010 How Has Saving Energy Affected Your Health? We don't often speak of it in these terms, but saving energy can sometimes have a positive influence on your health. February 2, 2010 Sites I Thought About Last Wednesday While President Obama was talking about his plans and goals for the future, it made me think of a lot of the work that EERE is already doing. January 26, 2010 Electric Cars Coming to Former Delaware GM Plant If a company's cars are luxurious enough for the Crown Prince of Denmark, then just imagine how the vehicles - which have a 50-mile, emission-free

190

Page not found | Department of Energy  

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

41 - 6150 of 28,560 results. 41 - 6150 of 28,560 results. Download CX-003642: Categorical Exclusion Determination Removal of the Building 370 Felix Magnet CX(s) Applied: B3.6 Date: 09/02/2010 Location(s): DuPage County, Illinois Office(s): Science, Argonne Site Office http://energy.gov/nepa/downloads/cx-003642-categorical-exclusion-determination Download CX-008722: Categorical Exclusion Determination Reintroduction of Westslope Cutthroat Trout in the Pend Orielle basin CX(s) Applied: B1.20 Date: 05/07/2012 Location(s): Washington Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008722-categorical-exclusion-determination Download CX-008832: Categorical Exclusion Determination Hills Creek-Lookout Point No. 1 Wood Pole Replacements CX(s) Applied: B1.3 Date: 07/19/2012

191

Page not found | Department of Energy  

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

81 - 19190 of 28,905 results. 81 - 19190 of 28,905 results. Download CX-006776: Categorical Exclusion Determination Hills Creek-Lookout Point #1 Wood Pole and Access Road Maintenance CX(s) Applied: B1.3 Date: 08/24/2011 Location(s): Lane County, Oregon Office(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-006776-categorical-exclusion-determination Download CX-006256: Categorical Exclusion Determination Reedsport Ocean Power Technologies Wave Park Generation Integration CX(s) Applied: B1.7, B4.6 Date: 06/27/2011 Location(s): Douglas County, Oregon Office(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-006256-categorical-exclusion-determination Download CX-005842: Categorical Exclusion Determination Anaconda Substation 3G Radio Upgrades CX(s) Applied: B1.19

192

Syntrotek Corporation | Open Energy Information  

Open Energy Info (EERE)

Syntrotek Corporation Syntrotek Corporation Jump to: navigation, search Logo: Syntrotek Corporation Name Syntrotek Corporation Address 6655 Lookout Road, Ste 100 C Place Boulder, Colorado Zip 80301-3371 Year founded 2004 Phone number 720-883-8657 Website http://www.syntrotek.com/ Coordinates 40.073313°, -105.198871° 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":40.073313,"lon":-105.198871,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

193

COVER SHEET RESPONSIBLE AGENCY: U.S. Department of Energy (DOE)  

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

DOE/EA-1816 iii February 2011 DOE/EA-1816 iii February 2011 COVER SHEET RESPONSIBLE AGENCY: U.S. Department of Energy (DOE) TITLE: Final Environmental Assessment for the Town of Hempstead Wind-to-Hydrogen Project, Point Lookout, New York (DOE/EA-1816) CONTACT: For more information about this Environmental Assessment (EA), please contact: Melissa Rossiter NEPA Document Manager U.S. Department of Energy Office of Energy Efficiency and Renewability Golden Field Office 1617 Cole Boulevard Golden, Colorado 80401-3305 Facsimile: (720) 356-1560 Email: melissa.rossiter@go.doe.gov ABSTRACT: The U.S. Department of Energy (DOE) has provided a grant to the Town of Hempstead, New York (the Town) under the Energy Efficiency and Conservation Block Grant (EECBG) Program, and Town Hempstead intends to use the funds to design, permit, and construct a 100-kilowatt wind

194

U.S. CMS - CMS Physics  

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

CMS Physics CMS Physics CMS is a general-purpose particle physics experiment. Designed to see a wide range of particles and phenomena produced in LHC collisions, each involves approximately 2,000 physicists from more than 30 countries. These scientists will use the data collected from the complex CMS detector to search for new phenomena including the Higgs boson, supersymmetry, and extra dimensions. They will also measure the properties of previously-discovered quarks and bosons with unprecedented precision, and be on the lookout for completely new, unpredicted phenomena. CMS@CERN CMS Outreach @ CERN LHC Physics Center (LPC) CMS Center at Fermilab Wikipedia Article How do they know what to look for? Physicists have spent decades developing the Standard Model, a set of theories that describe in detail the

195

SitRep 3  

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

Hurricane Irene Situation Report #16 Hurricane Irene Situation Report #16 September 4, 2011 (10:00 AM EDT) http://www.oe.netl.doe.gov/emergency_sit_rpt.aspx Highlights: * Hurricane Irene made landfall on Puerto Rico as a Category 1 hurricane on Monday August 22 and landfall near Cape Lookout, NC as a Category 1 hurricane at 8:00 am EDT August 27. * In response to Irene the following States declared a State of Emergency: Connecticut, Delaware, District of Columbia, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, North Carolina, Pennsylvania, Rhode Island, Vermont, and Virginia. Electricity Information: Electricity Outages by State Peak Outages Reported in DOE SitRep(s) Customers Restored Since Peak 702,154 669,867 807,445 804,627 567,000 561,477 810,847 801,333

196

Categorical Exclusion Determinations: B1.3 | Department of Energy  

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

August 24, 2011 August 24, 2011 CX-006776: Categorical Exclusion Determination Hills Creek-Lookout Point #1 Wood Pole and Access Road Maintenance CX(s) Applied: B1.3 Date: 08/24/2011 Location(s): Lane County, Oregon Office(s): Bonneville Power Administration August 24, 2011 CX-006591: Categorical Exclusion Determination Invasive Species Removal and Reclamation in Gold Eagle Mining, Incorporated CX(s) Applied: B1.3, B1.20 Date: 08/24/2011 Location(s): San Miguel County, Colorado Office(s): Legacy Management August 23, 2011 CX-007072: Categorical Exclusion Determination Install and Operate Chromate Water (CRW) Deionizer CX(s) Applied: B1.3 Date: 08/23/2011 Location(s): Aiken, South Carolina Office(s): Environmental Management August 22, 2011 CX-006583: Categorical Exclusion Determination

197

Energy Savers in the Community: Fuel Cell Vehicle Pioneer | Department of  

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

Energy Savers in the Community: Fuel Cell Vehicle Pioneer Energy Savers in the Community: Fuel Cell Vehicle Pioneer Energy Savers in the Community: Fuel Cell Vehicle Pioneer February 17, 2010 - 10:58am Addthis Shannon Brescher Shea Communications Manager, Clean Cities Program As the communications coordinator for EERE's Clean Cities program, I'm always on the lookout for interesting stories about alternative fuel vehicles. So when my church pastor, Todd Thomas, mentioned that he'd soon be driving a hydrogen fuel cell vehicle, it caught my attention. What a unique opportunity! Luckily, he was more than willing to sit down with me and describe his experiences. From September to October 2009, Todd participated in Project Driveway, a Chevrolet fuel cell vehicle pilot program. Fuel cell vehicles run on hydrogen, the simplest and most abundant element in the universe. The

198

CX-006776: Categorical Exclusion Determination | Department of Energy  

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

76: Categorical Exclusion Determination 76: Categorical Exclusion Determination CX-006776: Categorical Exclusion Determination Hills Creek-Lookout Point #1 Wood Pole and Access Road Maintenance CX(s) Applied: B1.3 Date: 08/24/2011 Location(s): Lane County, Oregon Office(s): Bonneville Power Administration Bonneville Power Administration proposes to replace deteriorating wood poles and associated structural/electrical components (e.g. cross arms, insulators, guy anchors, etc.) along the subject transmission line at various locations. Replacement will be in-kind and will utilize the existing holes to minimize ground disturbance. If necessary, an auger will be used to remove any loose soil from the existing hole prior to new wood pole placement. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-006776.pdf More Documents & Publications

199

The Top Quark, Its Discovery, and Subsequent Research  

Office of Scientific and Technical Information (OSTI)

The Top Quark, Its Discovery, and Subsequent Research The Top Quark, Its Discovery, and Subsequent Research Resources with Additional Information 'Ever since the existence of the bottom (or b) quark was inferred from the discovery of the Upsilon family of resonances at Fermilab in 1977, particle physicists have been on the lookout for its partner, called top (or t). The long search, which occupied experimenters at laboratories around the world, came to a successful conclusion in February 1995 with the announcement that the top quark had been observed in two experiments at the Tevatron proton-antiproton collider at Fermilab. ... Top Quark Courtesy Fermilab Top is the last of the fundamental constituents of subnuclear matter that theories of the strong, weak, and electromagnetic interactions and a wealth of experimental information had led particle physicists to expect. Theoretically, top's existence was required to make the electroweak theory internally consistent.'1

200

New York | Department of Energy  

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

August 26, 2011 August 26, 2011 Hurricane Irene made landfall at approximately 7:30 am EDT near Cape Lookout, North Carolina with maximum sustained winds of 85 mph (Category 1). This NOAA GOES-13 satellite image captures Irene's landfall moment. | Image courtesy of NOAA Energy Department Emergency Response Team Ready to Respond to Hurricane Irene The Energy Department is closely monitoring Hurricane Irene as it travels up the East Coast of the United States. Emergency Situation Reports are now available detailing the storm's impact to the energy sector and restoration activities being taken. August 26, 2011 A map of the August 23, 2011, Mineral, Virginia, earthquake that shook the east coast of the United States. | Image courtesy of the U.S. Geological Service The Science of Earthquakes

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

NREL: Working for NREL  

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

Working for NREL Working for NREL We're always on the lookout for talented people who believe in our mission and support our values. NREL's inclusive work environment benefits from diversity throughout the organization, values individual differences, and encourages employees to develop and contribute to their full potential. Working for NREL is a challenging and exciting experience for nearly 2,300 staff members of all backgrounds. We offer competitive salaries and excellent benefits. NREL Mission While our cultures and creeds, and lifestyles and languages may differ, we share a common desire to carry out our mission- To develop renewable energy and energy efficiency technologies and practices, To advance related science and engineering, and To transfer knowledge and innovations to address the nation's energy

202

EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass  

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

EA-1925: Midnight Point and Mahogany Geothermal Exploration EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon SUMMARY This EA evaluates Ormat Nevada, Inc.'s (Ormat's) proposed geothermal project consists of drilling up to 16 wells for geothermal exploration approximately 70 miles southeast of Bend, Oregon and 50 miles northwest of Burns, Oregon just south of U.S. Highway 20. The proposed project includes three distinct drilling areas. Up to three wells would be drilled on lands managed by the Bureau of Land Management (BLM) Prineville District (Mahogany), up to ten wells would be drilled on lands managed by the BLM Burns District (Midnight Point), and up to three wells would be drilled on

203

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

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

Alliance Substation Communication Building Installation Alliance Substation Communication Building Installation Box Butte County, Nebraska A. Brief Description of Proposal: Western Area Power Administration (Western), an agency of the U.S. Department of Energy, plans to install a new communications building at the Alliance Substation in Box Butte, County, Nebraska. Western and Tri-State Generation and Transmission will share space in the new control building. The new control building will be a prefabricated building. TriState's old control building will be removed after their equipment is transferred to the new building. Removing the old building and placing the new building within the substation will require a temporary road around the building for vehicles and equipment. The temporary road will be located on Western's

204

Peak Oil Food Network | Open Energy Information  

Open Energy Info (EERE)

Network Network Jump to: navigation, search Name Peak Oil Food Network Place Crested Butte, Colorado Zip 81224 Website http://www.PeakOilFoodNetwork. References Peak Oil Food Network[1] LinkedIn Connections This article is a stub. You can help OpenEI by expanding it. The Peak Oil Food Network is a networking organization located in Crested Butte, Colorado, and is open to the general public that seeks to promote the creation of solutions to the challenge of food production impacted by the peak phase of global oil production. Private citizens are encouraged to join and contribute by adding comments, writing blog posts or adding to discussions about food and oil related topics. Peak Oil Food Network can be followed on Twitter at: http://www.Twitter.com/PeakOilFoodNtwk Peak Oil Food Network on Twitter

205

EAMidnightPointMahogany  

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

Assessment Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon April 2013 Prepared By Bureau of Land Management - Prineville and Burns Districts DOI-BLM-OR-P040-2011-0021-EA DOE/EA-1925 Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon April 2013 Lead Agency United States Department of the Interior Bureau of Land Management Prineville District 3050 N.E. 3rd Street, Prineville, OR 97754 Tel: 541 416 6700 Burns District 28910 Hwy 20 West, Hines, OR 97738 Tel: 541 573 4400 Cooperating Agency United States Department of Energy Golden Field Office Golden, Colorado 80401 Tel: 720-356-1563 Fax: 720-356-1560 April 2013 Environmental Assessment Table of Contents 1

206

(DOE/EIS-0285/SA-04): Supplement Analysis for the Transmission System Vegetation Management Program FEIS 3/27/01  

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

March 27, 2001 March 27, 2001 REPLY TO ATTN OF: KEC-4 SUBJECT: Supplement Analysis for the Transmission System Vegetation Management Program FEIS (DOE/EIS-0285/SA-04) Elizabeth Johnson - TFR/The Dalles Natural Resource Specialist Proposed Action: Vegetation Management on Ponderosa - Pilot Butte 18/2 to 18/4 Relocation Location: The project area is in the City of Bend, OR, in Deschutes County. Proposed by: Bonneville Power Administration Description of the Proposed Action: BPA proposes to clear unwanted vegetation from a section of BPA's Ponderosa - Pilot Butte Transmission Line Right-of-way to facilitate relocation of structure 18/3. Work would begin in mid-March and end in April, 2001. Analysis: 1. Description of right-of-way and vegetation management needed: The project involves

207

CX-000555: Categorical Exclusion Determination | Department of Energy  

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

555: Categorical Exclusion Determination 555: Categorical Exclusion Determination CX-000555: Categorical Exclusion Determination Boysen-Pilot Butte 115-kilovolt Transmission Line Vegetation Management and Access Road Maintenance CX(s) Applied: B1.3 Date: 12/02/2009 Location(s): Fremont County, Wyoming Office(s): Western Area Power Administration-Rocky Mountain Region Western Area Power Administration proposes to conduct vegetation management activities within the 125-foot transmission line right-of-way and perform maintenance on existing access roads along the Boysen-Pilot Butte 115-kilovolt transmission line in Fremont County, Wyoming. DOCUMENT(S) AVAILABLE FOR DOWNLOAD CX-000555.pdf More Documents & Publications CX-004456: Categorical Exclusion Determination CX-009801: Categorical Exclusion Determination

208

ENVIRONMENTAL REVIEW for CATEGORICAL EXCLUSION DETERMINATION  

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

Alliance Substation Communication Building Installation Alliance Substation Communication Building Installation Box Butte County, Nebraska A. Brief Description of Proposal: Western Area Power Administration (Western), an agency of the U.S. Department of Energy, plans to install a new communications building at the Alliance Substation in Box Butte, County, Nebraska. Western and Tri-State Generation and Transmission will share space in the new control building. The new control building will be a prefabricated building. TriState's old control building will be removed after their equipment is transferred to the new building. Removing the old building and placing the new building within the substation will require a temporary road around the building for vehicles and equipment. The temporary road will be located on Western's

209

DOI-BLM-OR-P040-2011-0021-EA Final  

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

Environmental Assessment Environmental Assessment Final Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon July 2013 Prepared By Bureau of Land Management - Prineville and Burns Districts DOI-BLM-OR-P040-2011-0021-EA DOE/EA-1925 Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon July 2013 Lead Agency United States Department of the Interior Bureau of Land Management Prineville District 3050 N.E. 3rd Street, Prineville, OR 97754 Tel: 541 416 6700 Burns District 28910 Hwy 20 West, Hines, OR 97738 Tel: 541 573 4400 Cooperating Agency United States Department of Energy Golden Field Office Golden, Colorado 80401 Tel: 720-356-1563 Fax: 720-356-1560 f July 2013 Environmental Assessme ent Table of Cont

210

CX-005579: Categorical Exclusion Determination | Department of Energy  

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

79: Categorical Exclusion Determination 79: Categorical Exclusion Determination CX-005579: Categorical Exclusion Determination Albion Butte Radio Station Communication Upgrade CX(s) Applied: B1.7 Date: 04/04/2011 Location(s): Nibbs Creek, Idaho Office(s): Bonneville Power Administration Bonneville Power Administration (BPA) proposes to upgrade the communication building and equipment at BPA?s Albion Butte Radio Station located in Cassia County, Idaho. This project is part of an overarching initiative to digitalize BPA?s communication system in order to improve transmission efficiency and reliability. The proposed installations include a new 240-square foot communication building, two 1,500-gallon propane tanks, and micro-wave radio antennas that would be installed onto an existing 80-foot radio tower. Additional communication equipment would be installed within

211

U.S. Department of Energy Categorical Exclusion Determination Form  

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

J J Proposed Action Title: Herbicide Application at 1 Substation: Lone Butte, located on the Gila River Indian Community during Fiscal Year 2014 Program or Field Office: Western Area Power Administration/ Desert Southwest Region Location(s) (Citv!County/State): Maricopa County, AZ. Proposed Action Description: Western plans apply pre-emergent, post-emergent, UV Inhibitor herbicides, which will include spray marking dyes, at 1 substation: Lone Butte located on the Gila River Indian Community (see attached list for locational information). This work is needed to maintain the reliability and safety of the bulk electric system. For example, live or dead vegetation sticking up through a grounded work platform adjacent to energized equipment may circumvent the grounding protection resulting in an injury to a worker standing on the platform.

212

U.S. Army - Ft. Carson, Colorado | Department of Energy  

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

Army - Ft. Carson, Colorado Army - Ft. Carson, Colorado U.S. Army - Ft. Carson, Colorado October 7, 2013 - 10:01am Addthis Photo of High-Bay Aviation Maintenance Facility at Butts Army Airfield Fort Carson U.S. Army Base is located south of Colorado Springs, Colorado. It was the first Federal facility to install a "solar wall"-a solar ventilation air preheating system. The solar wall heats Ft. Carson's new high-bay aviation maintenance facility at Butts Army Airfield by pre-warming air as much as 54°F and supplying the heated air to the building's central heating system. This collector system is especially advantageous for buildings that require large volumes of heated air. The system cost $140,000 to design, build, and install. The unglazed collector consists of 7,800 ft.² of sheet metal dotted with tiny holes. It

213

EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass  

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

5: Midnight Point and Mahogany Geothermal Exploration 5: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon EA-1925: Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon SUMMARY This EA evaluates Ormat Nevada, Inc.'s (Ormat's) proposed geothermal project consists of drilling up to 16 wells for geothermal exploration approximately 70 miles southeast of Bend, Oregon and 50 miles northwest of Burns, Oregon just south of U.S. Highway 20. The proposed project includes three distinct drilling areas. Up to three wells would be drilled on lands managed by the Bureau of Land Management (BLM) Prineville District (Mahogany), up to ten wells would be drilled on lands managed by the BLM Burns District (Midnight Point), and up to three wells would be drilled on

214

List of Geothermal ARRA Projects | Open Energy Information  

Open Energy Info (EERE)

ARRA Projects ARRA Projects Jump to: navigation, search List of Geothermal ARRA Funded Projects CSV State Project Type Topic 2 Awardees Funding Location of Project A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project Nevada Validation of Innovative Exploration Technologies Magma Energy 5,000,000 Soda Lake, Nevada A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project Montana Topic Area 1: Technology Demonstration Projects Montana Tech of The University of Montana 1,072,744 Butte, Montana A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project New Mexico Geothermal Energy Production from Low Temperature Resources, Coproduced Fluids from Oil and Gas Wells, and Geopressured Resources New Mexico Institute of Mining and Technology 1,999,990 Socorro, New Mexico

215

HSS Visiting Speaker Program - October 30, 2008. | Department of Energy  

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

October 30, 2008. October 30, 2008. HSS Visiting Speaker Program - October 30, 2008. Dr. Susan Butts is Senior Director of External Science and Technology Programs at The Dow Chemical Company. In this capacity she is responsible for Dow's contract research activities with US and European government agencies and sponsored research programs at over 100 universities, institutes, and national laboratories worldwide. She has also held the role of Global Staffing Leader in which she managed recruiting and hiring activities for the R&D function. Dr. Butts is active in a number of organizations that address issues pertaining to relationships between industry, universities, and government research laboratories. She was a co-founder and member of the Steering Team for the University-Industry

216

Categorical Exclusion Determinations: Western Area Power  

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

April 24, 2013 April 24, 2013 CX-010097: Categorical Exclusion Determination Herbicide Application at Lone Butte Substation During Fiscal Year 2013 CX(s) Applied: B1.3 Date: 04/24/2013 Location(s): Arizona Offices(s): Western Area Power Administration-Desert Southwest Region April 19, 2013 CX-010096: Categorical Exclusion Determination Herbicide Application at 36 Substations Located in Arizona and California During Fiscal Year 2013 CX(s) Applied: B1.3 Date: 04/19/2013 Location(s): Arizona, Arizona, Arizona, Arizona, Arizona Offices(s): Western Area Power Administration-Desert Southwest Region April 8, 2013 CX-010098: Categorical Exclusion Determination Phoenix to Lone Butte 230 Kilovolt Transmission Line, Bird Diverter Installation CX(s) Applied: B1.3 Date: 04/08/2013 Location(s): CX: none

217

Property:Geothermal/LocationOfProject | Open Energy Information  

Open Energy Info (EERE)

LocationOfProject LocationOfProject Jump to: navigation, search Property Name Geothermal/LocationOfProject Property Type Page Description Location of Project Pages using the property "Geothermal/LocationOfProject" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + Soda Lake, Nevada + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + Butte, Montana + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + Socorro, New Mexico +

218

Fatique Resistant, Energy Efficient Welding Program, Final Technical Report  

SciTech Connect

The program scope was to affect the heat input and the resultant weld bead geometry by synchronizing robotic weave cycles with desired pulsed waveform shapes to develop process parameters relationships and optimized pulsed gas metal arc welding processes for welding fatique-critical structures of steel, high strength steel, and aluminum. Quality would be addressed by developing intelligent methods of weld measurement that accurately predict weld bead geometry from process information. This program was severely underfunded, and eventually terminated. The scope was redirected to investigate tandem narrow groove welding of steel butt joints during the one year of partial funding. A torch was designed and configured to perform a design of experiments of steel butt weld joints that validated the feasability of the process. An initial cost model estimated a 60% cost savings over conventional groove welding by eliminating the joint preparation and reducing the weld volume needed.

Egland, Keith; Ludewig, Howard

2006-05-25T23:59:59.000Z

219

Property:Geothermal/Impacts | Open Energy Information  

Open Energy Info (EERE)

Impacts Impacts Jump to: navigation, search Property Name Geothermal/Impacts Property Type Text Description Impacts Pages using the property "Geothermal/Impacts" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + If successful, this would mark a major advance in our ability to image potentially productive fluid pathways in fracture-dominated systems. A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + Successful application of techniques could allow replication to buildings across campus and in City of Butte, including county court house, the Federal court building, World Museum of Mining, and numerous privately owned historic buildings.

220

Projects at the Component Development and Integration Facility. Quarterly technical progress report, July 1--September 30, 1993  

DOE Green Energy (OSTI)

This quarterly technical progress report presents progress on the projects at the Component Development and Integration Facility (CDIF) during the first quarter of FY94. The CDIF is a major US Department of Energy test facility in Butte, Montana, operated by MSE, Inc. Projects in progress include: MHD Proof-of-Concept project; mine waste technology pilot program; plasma projects; resource recovery project; sodium sulfide/ferrous sulfate project; soil washing project; and spray casting project.

Not Available

1993-12-31T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

Supplemental data from the Ennis and other thermal-spring areas, southwestern Montana, 1978-1980  

DOE Green Energy (OSTI)

Hydrogeologic data were collected principally during 1978 to 1980 in eight hot-spring areas, in the Marysville geothermal test well, in the Butte mine and in the Bitterroot and Missoula River valleys to provide a basis for evaluating the geothermal potential of the areas. Measurements are tabulated for subsurface temperatures, water levels, rates of flow, and the chemical composition of water and gas in wells and test holes. Most of the data are for the area near Ennis Hot Springs.

Leonard, R.B.; Wood,W.A.

1980-10-01T23:59:59.000Z

222

Projects at the Component Development and Integration Facility. Quarterly technical progress report, October 1--December 31, 1992  

DOE Green Energy (OSTI)

This quarterly technical progress report presents progress on the projects at the component Development and Integration Facility (CDIF) during the first quarter of FY93. The CDIF is a major US Department of Energy (DOE) test facility in Butte, Montana, operated by MSE, Inc. Projects in progress include: MHD proof-of-concept project; mine waste pilot program; plasma projects; resource recovery project; sodium sulfide/ferrous sulfate project; soil washing project; and spray casting project.

Not Available

1992-12-31T23:59:59.000Z

223

Projects at the Component Development and Integration Facility. Quarterly technical progress report, April 1--June 30, 1993  

DOE Green Energy (OSTI)

This quarterly technical progress report presents progress on the projects at the Component Development and Integration Facility (CDIF) during the third quarter of FY93. The CDIF is a major US Department of Energy test facility in Butte, Montana, operated by MSE, Inc. Projects in progress include: MHD Proof-of-Concept Project; Mine Waste Technology Program; Plasma Projects; Resource Recovery Project; Sodium Sulfide/Ferrous Sulfate Project; Soil Washing Project; and Spray Casting Project.

Not Available

1993-12-01T23:59:59.000Z

224

SOME SPECIAL APPLICATIONS OF WELDING IN STEAM, GAS TURBINE, AND NUCLEAR POWER PLANTS  

SciTech Connect

Six special applications of welding in steam, gasturbine, and nuclear power plants are described. Experiences are quoted of: the welding of austenittc steel gas-turbine rotors; the butt welding of heat-exchanger tubes in dissimilar metals; the welding of steam pipes for advanced steam conditions; welding in relation to feedwater heaters; the construction of expansion bellows in alloy steels; and the attachment of fins to heat-exchanger tubes. (auth)

Robertson, J.M.

1961-10-01T23:59:59.000Z

225

Advanced Nuclear Technology: Reduction of American Society of Mechanical Engineers III Weld Fabrication Repairs--Fitness for Purpose  

Science Conference Proceedings (OSTI)

This report provides alternative acceptance criteria to existing American Society of Mechanical Engineers (ASME) Section III acceptance criteria for fabrication welds. The objective is to avoid unnecessary repairs of Class 1 and Class 2 full-penetration butt welds. The bases for the project are threefold: 1) the repair of fabrication flaws is known to contribute to failures during subsequent service, 2) the ASME Code does not currently provide fitness-for-service assessment of fabrication flaws, and 3) a...

2010-11-15T23:59:59.000Z

226

Green River Formation Water Flood Demonstration Project: Final report. [October 21, 1992-April, 30, 1996  

Science Conference Proceedings (OSTI)

The objectives were to understand the oil production mechanisms in the Monument Butte unit via reservoir characterization and reservoir simulations and to transfer the water flooding technology to similar units in the vicinity, particularly the Travis and the Boundary units. Comprehensive reservoir characterization and reservoir simulations of the Monument Butte, Travis and Boundary units were presented in the two published project yearly reports. The primary and the secondary production from the Monument Butte unit were typical of oil production from an undersaturated oil reservoir close to its bubble point. The water flood in the smaller Travis unit appeared affected by natural and possibly by large interconnecting hydraulic fractures. Water flooding the boundary unit was considered more complicated due to the presence of an oil water contact in one of the wells. The reservoir characterization activity in the project basically consisted of extraction and analysis of a full diameter c ore, Formation Micro Imaging logs from several wells and Magnetic Resonance Imaging logs from two wells. In addition, several side-wall cores were drilled and analyzed, oil samples from a number of wells were physically and chemically characterized (using gas chromatography), oil-water relative permeabilities were measured and pour points and cloud points of a few oil samples were determined. The reservoir modeling activity comprised of reservoir simulation of all the three units at different scales and near well-bore modeling of the wax precipitation effects. The reservoir characterization efforts identified new reservoirs in the Travis and the Boundary units. The reservoir simulation activities established the extent of pressurization of the sections of the reservoirs in the immediate vicinity of the Monument Butte unit. This resulted in a major expansion of the unit and the production from this expanded unit increased from about 300 barrels per day to about 2000 barrels per day.

Deo, M.D. [Dept. of Chemical and Fuels Engineering, University of Utah, Salt Lake City (US); Dyer, J.E.; Lomax, J.D. [Inland Resources, Inc., Lomax Exploration Co., Salt Lake City, UT (US); Nielson, D.L.; Lutz, S.J. [Energy and Geoscience Institute at the University of Utah, Salt Lake City (US)

1996-11-01T23:59:59.000Z

227

DOE field test produces more oil, royalties from the Green River Formation  

Science Conference Proceedings (OSTI)

This paper reviews a waterflood demonstration project that Lomax Exploration Company performed in the Monument Butte area of Utah. The results of this project were so successful that the methodology is being extended to other similar properties of Utah with oil shale deposits. The paper describes the reservoir characterization methods, methods of sampling and analyzing the reservoir data, the cost of designing and performing the waterflood projects, and the future of such a technology on the declining domestic oil production.

Lomax, J.D. [Lomax Energy LLC, Laguna Beach, CA (United States)

1996-08-01T23:59:59.000Z

228

Materials Reliability Program: Review of Stress Corrosion Cracking of Alloys 182 and 82 in PWR Primary Water Service (MRP-220)  

Science Conference Proceedings (OSTI)

Since 1999, there have been several incidences involving primary water stress corrosion cracking (PWSCC) of Alloy 182/82 butt welds in pressurized water reactor (PWR) plants in the United States and abroad. These events resulted in unplanned or extended outages with associated economic costs. This report summarizes the available information on PWSCC of Alloy 182 and 82 weld metals observed in PWR primary circuit components up to the end of 2006. Relevant data from laboratory stress corrosion testing are ...

2007-10-29T23:59:59.000Z

229

Nondestructive Evaluation: NDE for High Density Polyethylene (HDPE) Pipe for Cold Fusion  

Science Conference Proceedings (OSTI)

Over the past several years, the Electric Power Research Institute (EPRI) has been investigating nondestructive evaluation (NDE) techniques to volumetrically examine butt fusion joints in high density polyethylene (HDPE) piping. The interest in this comes from AmerenUEs Callaway Plant and Duke Energys Catawba Plant both submitting relief requests to the U.S. Nuclear Regulatory Commission (NRC) for using HDPE in place of carbon steel piping in Section III, Class 3 systems in accordance with Code Case N-...

2009-11-30T23:59:59.000Z

230

Projects at the Component Development and Integration Facility. Quarterly technical progress report, January 1, 1994--March 31, 1994  

Science Conference Proceedings (OSTI)

This quarterly technical progress report presents progress on the projects at the Component Development and Integration Facility (CDIF) during the second quarter of FY94. The CDIF is a major US Department of Energy test facility in Butte, Montana, operated by MSE, Inc. Projects in progress include: Biomass Remediation Project; Heavy Metal-Contaminated Soil Project; MHD Shutdown; Mine Waste Technology Pilot Program; Plasma Projects; Resource Recovery Project; Sodium Sulfide/Ferrous Sulfate Project; and Spray Casting Project.

Not Available

1994-08-01T23:59:59.000Z

231

Materials Reliability Program: Validation of Welding Residual Stress Models for PWR Piping Dissimilar Metal Welds (MRP-271)  

Science Conference Proceedings (OSTI)

The residual stresses imparted by the welding process are a principal factor in primary water stress corrosion cracking (PWSCC) of Dissimilar Metal (DM) piping butt welds in PWRs. Analytical models are frequently used to simulate the welding process in order to predict the residual stress distribution in the weld and base material as an input to crack growth calculations. The crack growth calculations have demonstrated a high sensitivity to the welding residual stress distribution inputs. As part of the ...

2009-12-22T23:59:59.000Z

232

RECONNAISSANCE FOR URANIFEROUS LIGNITES IN NORTH DAKOTA, SOUTH DAKOTA, MONTANA, AND WYOMING  

SciTech Connect

Detailed studies were made at Bullion and Sentinel Buttes, in Slope, Billings, and Golden Valley Counties, N. Dak. Investigations of these areas were followed by a general reconnaissance for uraniferous lignites in North Dakota, eastern Montana, north-central Wyoming, and northwestern South Dakota. Deposits of uraniferous lignites were discovered at Blue Buttes, eastern Montana; and at North Cave Hills, South Cave Hills, and at Slim Buttes in northwestern South Dakota. The only lignites that contain appreciable amounts of uranium are in the upper part of the Sentinel Butte shale member of the Fort Union formation in southwestern North Dakota and eastern Montana, and in the Ludlow formation in northwestern South Dakota. The uranium content of the individual lignite beds ranges from 0.002 to 0.033% uranium and after ignition the uranium content of the ash ranges from 0.010 to 0.091% uranium. Natural ash contains as much as 0.025% uranium; natural clinker or scoria and carbonuceous clay are lower grade than the lignites; and some spring waters contain as much as 0.09 ppm of uranium. The inferred reserves of uranlferous lignites in North Dakota, South Dakota, and Montana are estimated to be 163,320,000 short tons that contain a weighted average of 0.009% uranium. The potential energy and amount of material available for liquid fuel conversion in this quantity of lignite is very large. The inferred reserve of ash which would result from the burning of these uraniferous lignites is detail amount of uranium (metal) in the known uraniferous lignite in North Dakota, South Dakota, and Montana is estimated to be about 12,600 short tons. The prospect or finding additional radioactive lignite beds is believed to be good. (auth)

Beroni, E.P.; Bauer, H.L. Jr.

1952-07-01T23:59:59.000Z

233

Green River Formation Water Flood Demonstration Project. Annual report, April 1, 1994--March 31, 1995  

Science Conference Proceedings (OSTI)

The successful water flood of the Green River Formation in the Monument Butte unit was analyzed in detail in the last yearly report. It was shown that primary recovery and the water flood in the unit were typical of oil production from an undersaturated oil reservoir close its bubble point. The reservoir performance of the smaller Travis unit was also analyzed. The Monument Butte unit is currently producing at around 300 barrels per day of oil. Two of the new wells drilled in the unit had zones pressurized by the water flood. The third well produced from pressurized as well as from zones which were unaffected by the water flood. The water flood response of the Travis unit is slow possibly due to problems of reservoir continuity. Plans for water flooding the Boundary unit were drawn. Core description and Formation Micro Imaging log of well 14a-28 provided insight about the important Lower Douglas Creek sandstone. It was determined that this sandstone was extensively fractured and detailed fracture characteristics were obtained through comprehensive interpretation of the FMI log. Reservoir modeling and simulation studies of all the three units were also continued. A larger, more detailed model of the Monument Butte unit was built in order to study the performance of the new development wells being drilled. Three alternate models developed to explain the performance of the Travis flood revealed that intersecting hydraulic fractures may have also provided paths for water channeling observed in this unit. The reservoir characterization activities identified new reservoirs in the Travis unit. Reservoir simulations helped design an injection program in Travis, unit expansion plans on the west and north sides of the Monument Butte until and to evaluate the infill drilling. The reservoir simulations are being used to examine the role of the aquifer underlying the oil bearing D2 sandstone in Boundary on water flood strategies and injection patterns.

Lomax, J.

1995-09-01T23:59:59.000Z

234

The use of solid-state NMR techniques for the analysis of water in coal and the effect of different coal drying techniques on the structure and reactivity of coal  

SciTech Connect

The results of measuring the change in moisture content of the Eagle Butte and Usebelli coals as a function of time are shown in Figure 1. As expected, the measured moisture content increases with time and reaches a maximum after about 8 hours. Two different types of sorbed water are removed sequentially. Free or surface sorbed water is rapidly removed followed by the water in the micropores of the coal as the reagents migrate into the pore structure. There appears to be an induction period of about 4 hours for the Eagle Butte coal before the moisture content increases more rapidly with time due to the reactions of the more tightly bound or pore'' water with the reagents. The chemical drying experiment was repeated twice for the Usebelli coal. In the first experiment, aliquots of the reaction mixture were removed sequentially, and in the second experiment separate coal samples were prepared and allowed to stand until the appropriate time for the NMR spectrum to be acquired. Excellent reproducibility was obtained. Both cools were thermally dried by heating to 110[degrees]C for 1 hour. The moisture content was determined by weight loss. Using the thermal drying method, the Eagle Butte coal had a moisture content of 16.6 wt % and the Usebelli coal a moisture content of 14.1 wt %. These values are near the moisture content of coal as determined by chemical drying.

Netzel, D.A.

1992-01-01T23:59:59.000Z

235

The use of solid-state NMR techniques for the analysis of water in coal and the effect of different coal drying techniques on the structure and reactivity of coal. Quarterly report, June 1, 1992--August 31, 1992  

SciTech Connect

The results of measuring the change in moisture content of the Eagle Butte and Usebelli coals as a function of time are shown in Figure 1. As expected, the measured moisture content increases with time and reaches a maximum after about 8 hours. Two different types of sorbed water are removed sequentially. Free or surface sorbed water is rapidly removed followed by the water in the micropores of the coal as the reagents migrate into the pore structure. There appears to be an induction period of about 4 hours for the Eagle Butte coal before the moisture content increases more rapidly with time due to the reactions of the more ``tightly bound or ``pore`` water with the reagents. The chemical drying experiment was repeated twice for the Usebelli coal. In the first experiment, aliquots of the reaction mixture were removed sequentially, and in the second experiment separate coal samples were prepared and allowed to stand until the appropriate time for the NMR spectrum to be acquired. Excellent reproducibility was obtained. Both cools were thermally dried by heating to 110{degrees}C for 1 hour. The moisture content was determined by weight loss. Using the thermal drying method, the Eagle Butte coal had a moisture content of 16.6 wt % and the Usebelli coal a moisture content of 14.1 wt %. These values are near the moisture content of coal as determined by chemical drying.

Netzel, D.A.

1992-12-01T23:59:59.000Z

236

Lifetime embrittlement of reactor core materials  

DOE Green Energy (OSTI)

Over a core lifetime, the reactor materials Zircaloy-2, Zircaloy-4, and hafnium may become embrittled due to the absorption of corrosion- generated hydrogen and to neutron irradiation damage. Results are presented on the effects of fast fluence on the fracture toughness of wrought Zircaloy-2, Zircaloy-4, and hafnium; Zircaloy-4 to hafnium butt welds; and hydrogen precharged beta treated and weld metal Zircaloy-4 for fluences up to a maximum of approximately 150 x 10{sup 24} n/M{sup 2} (> 1 Mev). While Zircaloy-4 did not exhibit a decrement in K{sub IC} due to irradiation, hafnium and butt welds between hafnium and Zircaloy-4 are susceptible to embrittlement with irradiation. The embrittlement can be attributed to irradiation strengthening, which promotes cleavage fracture in hafnium and hafnium-Zircaloy welds, and, in part, to the lower chemical potential of hydrogen in Zircaloy-4 compared to hafnium, which causes hydrogen, over time, to drift from the hafnium end toward the Zircaloy-4 end and to precipitate at the interface between the weld and base-metal interface. Neutron radiation apparently affects the fracture toughness of Zircaloy-2, Zircaloy-4, and hafnium in different ways. Possible explanations for these differences are suggested. It was found that Zircaloy-4 is preferred over Zircaloy-2 in hafnium-to- Zircaloy butt-weld applications due to its absence of a radiation- induced reduction in K{sub IC} plus its lower hydrogen absorption characteristics compared with Zircaloy-2.

Kreyns, P.H..; Bourgeois, W.F.; Charpentier, P.L.; Kammenzind, B.F.; Franklin, D.G. [Bettis Atomic Power Lab., West Mifflin, PA (United States); White, C.J. [Knolls Atomic Power Lab., Schenectady, NY (United States)

1994-08-01T23:59:59.000Z

237

Nuclear qualified in-containment electrical connectors and methods of connecting electrical conductors  

DOE Patents (OSTI)

A nuclear qualified in-containment electrical connection comprises an insulated, sheathed instrument lead having electrical conductors extending from one end thereof to provide two exposed lead wires, a watertight cable having electrical conducting wires therein and extending from one end of the cable to provide two lead wires therefrom, two butt splice connectors each connecting the ends of respective ones of the lead wires from the instrument lead and cable, a length of heat shrinkable plastic tubing positioned over each butt splice connector and an adjacent portion of a respective lead wire from the cable and heat shrunk into position, a length of heat shrinkable plastic tubing on the end portion of the instrument lead adjacent the lead wires therefrom and heat shrunk thereon and a length of outer heat shrinkable plastic tubing extending over the end portion of the instrument lead and the heat shrinkable tubing thereon and over the butt splice connectors and a portion of the cable adjacent the cable lead lines, the outer heat shrinkable tubing being heat shrunk into sealing position on the instrument lead and cable.

Powell, J.G.

1990-01-01T23:59:59.000Z

238

Unsaturated Zone and Saturated Zone Transport Properties (U0100)  

Science Conference Proceedings (OSTI)

This Analysis/Model Report (AMR) summarizes transport properties for the lower unsaturated zone hydrogeologic units and the saturated zone at Yucca Mountain and provides a summary of data from the Busted Butte Unsaturated Zone Transport Test (UZTT). The purpose of this report is to summarize the sorption and transport knowledge relevant to flow and transport in the units below Yucca Mountain and to provide backup documentation for the sorption parameters decided upon for each rock type. Because of the complexity of processes such as sorption, and because of the lack of direct data for many conditions that may be relevant for Yucca Mountain, data from systems outside of Yucca Mountain are also included. The data reported in this AMR will be used in Total System Performance Assessment (TSPA) calculations and as general scientific support for various Process Model Reports (PMRs) requiring knowledge of the transport properties of different materials. This report provides, but is not limited to, sorption coefficients and other relevant thermodynamic and transport properties for the radioisotopes of concern, especially neptunium (Np), plutonium (Pu), Uranium (U), technetium (Tc), iodine (I), and selenium (Se). The unsaturated-zone (UZ) transport properties in the vitric Calico Hills (CHv) are discussed, as are colloidal transport data based on the Busted Butte UZTT, the saturated tuff, and alluvium. These values were determined through expert elicitation, direct measurements, and data analysis. The transport parameters include information on interactions of the fractures and matrix. In addition, core matrix permeability data from the Busted Butte UZTT are summarized by both percent alteration and dispersion.

J. Conca

2000-12-20T23:59:59.000Z

239

Operational strategies for dispatchable combined cycle plants, Part I  

SciTech Connect

The Brush Cogeneration Facility is a dual-unit, combined cycle, cogeneration plant operating in a daily cycling, automatically-dispatchable mode. According to the PSCO tariff for cogenerators, the Independent Power Production Facility Policy, the highest payment schedule is reserved for those facilities capable of automatic generation control (AGC), the so-called `Category 4A Facilities.` AGC entails the ability to receive microwave signals from PSCO`s Load Control Center at Lookout Mountain, Colorado, and automatically adjust output at a rate of 2% of contract maximum load per minute, over at least the top 40% of contract load range. Perhaps the most critical equipment modification enabling AGC was the re-enabling of automatic variable inlet guide vane (IGV) control. During control system modifications for automatic IGVs, the operators realized that the Woodward NetCon control system`s capabilities of control, monitoring and information display were better than anticipated. The relative ease with which IGV changes were made encouraged the operating team to continue to maximize efficiency and optimize plant operations. In fact, the ease of use and modification led to the purchase of an additional NetCon system for plant-wide performance monitoring. The retrofit of the gas turbine control system with the NetCon system was a success. 1 tab.

Nolan, J.P.; Landis, F.P. [Brush Cogeneration Facility, Brush, CO (United States)

1996-07-01T23:59:59.000Z

240

Coastwatch | Data.gov  

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

Coastwatch Coastwatch Agriculture Community Menu DATA APPS EVENTS DEVELOPER STATISTICS COLLABORATE ABOUT Agriculture You are here Data.gov » Communities » Agriculture » Data Coastwatch Dataset Summary Description NOAA CoastWatch was established in 1987 in response to two significant environmental events. A Harmful Algal Bloom (HAB) event occurred off the coast of North Carolina transporting the toxic Gymnodinium breve cells from Florida via the Gulf Stream into the colder coastal waters near Cape Lookout. Also, a severe mammal die-off occurred, where more than 700 bottlenose dolphins died off the mid-Atlantic coast. Both instances prompted Federal and State officials to explore additional data sources for monitoring the coastal waters, such as near real-time satellite data. CoastWatch has expanded from POES/AVHRR SST data for the East Coast to providing a variety of environmental data (i.e. SST, ocean color, winds, etc.) from several different satellite platforms covering all U.S. coastal waters, including Hawaii and Alaska. Today, sea surface temperature maps support meteorological weather predictions and also support commercial and recreational activities (e.g., fishing). Biologists utilize ocean color radiometry data and derived chlorophyll-a and total suspended matter/turbidity products to identify runoff plumes and blooms and also predict HABs; and sailors and commercial shipping pilots use ocean surface vector winds for safe navigation.

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

SAS Output  

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

Major U.S. Coal Mines, 2012" Major U.S. Coal Mines, 2012" "Rank","Mine Name / Company","Mine Type","State","Production (short tons)" 1,"North Antelope Rochelle Mine / Peabody Powder River Mining Ll","Surface","Wyoming",107639188 2,"Black Thunder / Thunder Basin Coal Company Llc","Surface","Wyoming",93082919 3,"Cordero Mine / Cordero Mining Llc","Surface","Wyoming",39204736 4,"Antelope Coal Mine / Antelope Coal Llc","Surface","Wyoming",34316314 5,"Belle Ayr Mine / Alpha Coal West, Inc.","Surface","Wyoming",24227846 6,"Eagle Butte Mine / Alpha Coal West, Inc.","Surface","Wyoming",22466733

242

Consumer Acceptance and Public Policy - Consumer Acceptance Group B Breakout Session  

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

'B' 'B' Consumer Acceptance Breakout Session #1 - Brainstorm Consumer Acceptance Barriers and Infrastructure Scenarios * Consumer Education/Emotion * Vehicle Exposure - butts in seats (ride & drive, car sharing, IT/phones, rental fleets) * Consumers understanding their needs * Range anxiety/opportunity * Customer Personal Value Proposition * Charging Exposure * Start small (battery size and charging level), move complicated * Marketing * Got Milk? * Patriotism, etc., in place of only green focus * Creating Demand * Emphasize fun/cool/patriotism (again) * Make & model availability * Workplace/public Charging * Multi-unit * V2G * Signage * Financial Incentives Consumer Acceptance 'B' July 30, 2012 Consumer Acceptance Breakout Session #1 - Brainstorm Consumer Acceptance Barriers and Infrastructure

243

Grid Reliability - An Electric Utility Company's Perspective  

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

An Electric Utility Company's Perspective Marc Butts Southern Company Services 11/19/08 Topics * Business Continuity at Southern Company * NERC Cyber Security at Southern Company * Homeland Security at Southern Company * Physical recovery following a major outage * 5 questions to ask your local utility * Facing Realities 3 Service territory across four states: 120,000 square miles * Southern Linc * Southern Power * Southern Telecom * Southern Nuclear Other Subsidiaries: Serves approximately 4 million customers Business Continuity at Southern Company Southern Company Business Assurance Model Business Unit Management (Asset Owners) Southern Company Business Assurance Council Infrastructure Protection Business Continuity Incident Response * Identify critical assets * Design and implement

244

Topical Report: Application of the Excavate and Weld Repair Process for Repair and Mitigation of Alloy 182 and 82 in PWRs  

Science Conference Proceedings (OSTI)

Weld overlay is a mature technology for the repair of PWR nozzle dissimilar metal butt welds that are susceptible to primary water stress corrosion cracking (PWSCC). While weld-overlay technology continues to serve the industry well, a viable alternative is desirable for large-bore nozzle welds (>24 inches outside diameter) to minimize the time required to perform the repair and to serve in cases in which significant physical interferences near the Alloy 82/182 dissimilar metal weld would make it difficu...

2010-12-20T23:59:59.000Z

245

Cultural critique and canon formation, 1910-1937. A study in modernism and cultural memory  

E-Print Network (OSTI)

of the Open Road, and that notion of a regenerative subjectivity fed by the influence of neo-primitive exploration joins with other exilic fantasies of urban life to form a strong proto-modernist current in the magazine. Goldring had learned quickly from... of the new urban primitivism; both Lewis and Mary Butts rely, in their different ways, on anthropological research for their redefinition of the energies at the heart of their work,lO as I make clear in Chapter 6; and the phenomenology of the city...

Patterson, Ian

1997-10-14T23:59:59.000Z

246

Projects at the Component Development and Integration Facility. Quarterly technical progress report, January 1--March 31, 1993  

DOE Green Energy (OSTI)

This quarterly technical progress report presents progress on several different projects at the Component Development and Integration Facility (CDIF) during the second quarter of FY93. The CDIF is a major US Department of Energy test facility in Butte, Montana, operated by MSE, Inc. Projects in progress include: MHD Proof-of-Concept Project; Mine Waste Technology Pilot Program; Plasma Furnace Projects for waste destruction; Resource Recovery Project; Sodium Sulfide/Ferrous Sulfate Project; Soil Washing Project for removal of radioactive materials; and Spray Casting Project.

Not Available

1993-09-01T23:59:59.000Z

247

Dynamic system monitoring (DSM) for HVDC modulation control  

Science Conference Proceedings (OSTI)

As a part of an EPRI-sponsored development on advanced power modulation control system for HVDC lines, dynamic system monitors (DSM) were installed at the dc terminals of the Square Butte system. The monitors were used to validate the computer models used for the controller design and will be used to validate the performance of the controllers after installation. The paper describes the use of Prony analysis and Fourier techniques to analyze system disturbances and to validate the computer models. As described in the paper, excellent results have been achieved at least for parts of the system for some well defined disturbances.

Grund, C.E. (Power Systems Engineering Dept., Schenectady, NY (United States). Power Systems Engineering Dept.); Sweezy, G. (Minnesota Power, Duluth, MN (United States)); Hauer, J.F. (Bonneville Power Administration, Portland, OR (United States)); Balser, S.J. (Power Technology, Inc., Schenectady, NY (United States)); Nilsson, S. (Electric Power Research Inst., Palo Alto, CA (United States))

1993-07-01T23:59:59.000Z

248

Nondestructive Evaluation: Ultrasonic Examination Techniques for High Density Polyethylene Pipes  

Science Conference Proceedings (OSTI)

High density polyethylene (HDPE) pipe has been used as a replacement material for buried carbon steel pipe in non-safety-related systems. Using the current butt fusion procedure that uses heat and pressure to melt and join two sections of plastic pipe, concerns have been raised that would indicate that the presence of decreased bond strength when the welding parameters for fusion set forth by the plastic pipe industry were not followed. Currently two utilities, Ameren UE at Callaway and Duke-Energy at Ca...

2011-11-15T23:59:59.000Z

249

Initial Development in Joining of ODS Alloys Using Friction Stir Welding  

Science Conference Proceedings (OSTI)

Solid-state welding of oxide-dispersion-strengthened (ODS) alloy MA956 sheets using friction stir welding (FSW) was investigated. Butt weld was successfully produced. The weld and base metals were characterized using optical microscopy, scanning electronic microscopy, transmission electronic microscopy, and energy dispersion x-ray spectrum. Microhardness mapping was also conducted over the weld region. Analyses indicate that the distribution of the strengthening oxides was preserved in the weld. Decrease in microhardness of the weld was observed but was insignificant. The preliminary results seem to confirm the envisioned feasibility of FSW application to ODS alloy joining. For application to Gen IV nuclear reactor heat exchanger, further investigation is suggested.

Ren, Weiju [ORNL; Feng, Zhili [ORNL

2007-08-01T23:59:59.000Z

250

Advanced Nuclear Technology: Implementation of ASME Code Case N-818  

Science Conference Proceedings (OSTI)

American Society of Mechanical Engineers (ASME) Code Case N-818-1the objective of which is to help users avoid unnecessary repairs of Class 1 and Class 2 full-penetration butt weldsprovides alternatives to the existing ASME Section III acceptance criteria for new fabrication welds. This report presents the bases and justification for Code Case N-818-1 and provides guidance for use of the alternative fitness-for-service acceptance criteria for disposition of subsurface weld flaws that ...

2013-09-30T23:59:59.000Z

251

Parametric Studies Of Weld Quality Of Tungsten Inert Gas Arc Welding Of Stainless Steel  

Science Conference Proceedings (OSTI)

Effect of current and gas flow rate on quality of weld in tungsten inter gas arc welding of austenitic stainless steel has been studied in the present work through experiments and analyses. Butt welded joints have been made by using several levels of current and gas flow rate. The quality of the weld has been evaluated in terms of ultimate and breaking strengths of the welded specimens. The observed data have been interpreted, discussed and analyzed by using Grey--Taguchi methodology. Optimum parametric setting has been predicted and validated as well.

Kumar Pal, Pradip; Nandi, Goutam; Ghosh, Nabendu [Mechanical Engineering Department, Jadavpur University, Kolkata-700032 (India)

2011-01-17T23:59:59.000Z

252

Cavity Enhancement of Single Quantum Dot Emission in the Blue  

E-Print Network (OSTI)

in the blue and green spectral region by changing the alloy content. The access to this wavelength range may prove particularly useful for free-space cryptography. It also corresponds to the range where the commercially avail- able ultrafast single... . Christmann, D. Simeonov, R. Butte, E. Feltin, J.-F. Carlin, N. Grandjean, Appl. Phy. Lett. 89, 261101 (2006) 4. F. Semond, I.R. Sellers, F. Natali, D. Byrne, M. Leroux, J. Massies, N. Ollier, J. Leymarie, P. Disseix, A. Vasson, Appl. Phys. Lett. 87, 021102...

2009-12-27T23:59:59.000Z

253

Merging High Resolution Geophysical and Geochemical Surveys to Reduce  

Open Energy Info (EERE)

Merging High Resolution Geophysical and Geochemical Surveys to Reduce Merging High Resolution Geophysical and Geochemical Surveys to Reduce Exploration Risk at Glass Buttes, Oregon Geothermal Project Jump to: navigation, search Last modified on July 22, 2011. Project Title Merging High Resolution Geophysical and Geochemical Surveys to Reduce Exploration Risk at Glass Buttes, Oregon Project Type / Topic 1 Recovery Act: Geothermal Technologies Program Project Type / Topic 2 Validation of Innovative Exploration Technologies Project Description This program will combine detailed gravity, high resolution aeromagnetic, and LIDAR data, all of which will be combined for structural modeling, with hyperspectral data, which will identify and map specific minerals and mineral assemblages that may point to upflow zones. The collection of these surveys and analyses of the merged data and model will be used to site deeper slim holes. Slim holes will be flow tested to determine whether or not Ormat can move forward with developing this resource. An innovative combination of geophysical and geochemical tools will significantly reduce risk in exploring this area, and the results will help to evaluate the value of these tools independently and in combination when exploring for blind resources where structure, permeability, and temperature are the most pressing questions. The slim holes will allow testing of models and validation of methods, and the surveys within the wellbores will be used to revise the models and site production wells if their drilling is warranted.

254

Post-test examination of a pool boiler receiver  

DOE Green Energy (OSTI)

A subscale pool boiler test apparatus to evaluate boiling stability developed a leak after being operated with boiling NaK for 791.4 hr at temperatures from 700 to 750 {degrees}C. The boiler was constructed using Inconel 625 with a type 304L stainless steel wick for the boiler and type 316 stainless steel for the condenser. The boiler assembly was metallurgically evaluated to determine the cause of the leak and to assess the effects of the NaK on the materials. It was found that the leak was caused by insufficient (about 30 percent) joint penetration in a butt joint. There was no general corrosion of the construction materials, but the room temperature ductility of the Inconel 625 was only about 6.5 percent. A crack in the heat affected zone of the Inconel 625 near the Inconel 625 to type 316 stainless steel butt joint was probably caused by excessive heat input. The crack was observed to have a zone depleted of iron at the crack surface and porosity below that zone. The mechanism of the iron depletion was not conclusively determined. 3 refs.

Dreshfield, R.L.; Moore, T.J.; Bartolotta, P.A.

1992-04-01T23:59:59.000Z

255

Investigation and Evaluation of Geopressured-Geothermal Wells; Detailed Reentry Prognosis for Geopressure-Geothermal Testing of Gladys McCall No. 1 Well  

DOE Green Energy (OSTI)

This Gruy Federal Type III-A geopressured-geothermal (Geo) prospect was drilled as the Getty Oil Company and Buttes Gas and Oil Company, No.1 Gladys McCall. It is located in Section 27, Township 15S, Range 5W, Cameron Parish, Louisiana. The well is accessible by way of the original canal levee road, approximately 2 1/2 miles south of Louisiana State Route 82; one bridge must be replaced and a board road must be laid on the levee. Buttes completed this well in january, 1970, as a shut-in gas well through perforations from 11,924 to 11,928 feet. it was plugged and abandoned in April, 1970, without having produced. The location is shown on the north central area of the USGS topographic sheet ''Hog Bayou''. A portion of this sheet is included, which shows this well location as well as the State Lease 4183 Nos. 1 and 2 wells on the adjacent Rockefeller Wildlife Refuge and Game Preserve.

None

1978-06-16T23:59:59.000Z

256

Gravity and magnetic data of Fortymile Wash, Nevada Test Site, Nevada  

Science Conference Proceedings (OSTI)

Gravity and ground magnetic data collected along six traverses across Fortymile Wash, in the southwest quadrant of the Nevada Test Site suggest that there are no significant vertical offsets below Fortymile Wash. The largest gravity and magnetic anomaly, in the vicinity of Fortymile Wash, is produced by the Paintbrush fault, on the west flank of Fran Ridge. Inferred vertical offset is about 250 {+-} 60 m (800 {+-} 200 ft). Geophysical data indicate that the fault is about 300 m (1,000 ft) east of its mapped, but concealed location. North of Busted Butte, near Fran Ridge, geophysical data do not preclude the existence of small vertical offsets bounding Fortymile Wash. However, gravity and magnetic profiles south of Busted Butte show little correlation to those to the north and suggest that vertical offsets, comparable in size to the Paintbrush fault, are not present. Density profiling, a technique used to determine the average density of small topographic features, suggests that the density of near-surface material in the vicinity of Fortymile Wash is 1.80 to 2.00 g/cm{sup 3}.

Ponce, D.A.; Kohrn, S.B. [Geological Survey, Menlo Park, CA (United States); Waddell, S. [Fenix and Scisson, Inc., Mercury, NV (United States)

1992-12-31T23:59:59.000Z

257

The Whewell-Mill Debate in a Nutshell  

E-Print Network (OSTI)

agrees with Mills definition as far as it goes. Is Whewell therefore assenting to the standard concept of induction, which talks of inferring a generalization of the form All As are Bs from the premise that All observed As are Bs? Does Whewell agree, to use Mills example, that inferring All humans are mortal from the premise that John, Peter and Paul, etc., are mortal is an example of induction? The surprising answer is no. How can this be? Our reading of Whewell is that he has an entirely different understanding of the term general. For Whewell, the proposition All As are Bs is not general if it is a mere juxtaposition of particular cases (see Butts, ed., 1989, p. 163). Rather, for Whewell it is necessary that (Butts, ed., 1989, p. 47) In each inductive process, there is some general idea introduced, which is given, not by the phenomena, but by the mind. The proposition is constituted of facts and conceptions which are, bound together so as to give rise to those general propositions of which science consists (ref--see MR). For Whewell All humans are mortal is not general in the appropriate sense because there has been no conception added. Whewell insists that in every genuine induction, The

What John; Stuart Mill

2006-01-01T23:59:59.000Z

258

Remedial Design/Remedial Action Work Plan for Operable Units 6-05 and 10-04, Phase IV  

Science Conference Proceedings (OSTI)

This Phase IV Remedial Design/Remedial Action Work Plan addresses the remediation of areas with the potential for UXO at the Idaho National Laboratory. These areas include portions of the Naval Proving Ground, the Arco High-Altitude Bombing Range, and the Twin Buttes Bombing Range. Five areas within the Naval Proving Ground that are known to contain UXO include the Naval Ordnance Disposal Area, the Mass Detonation Area, the Experimental Field Station, The Rail Car Explosion Area, and the Land Mine Fuze Burn Area. The Phase IV remedial action will be concentrated in these five areas. For other areas, such as the Arco High-Altitude Bombing Range and the Twin Buttes Bombing Range, ordnance has largely consisted of sand-filled practice bombs that do not pose an explosion risk. Ordnance encountered in these areas will be addressed under the Phase I Operations and Maintenance Plan that allows for the recovery and disposal of ordnance that poses an imminent risk to human health or the environment.

R. P. Wells

2006-11-14T23:59:59.000Z

259

National Uranium Resource Evaluation, Trona Quadrangle, California  

SciTech Connect

The Trona 2/sup 0/ Quadrangle, in southeastern California, was evaluated according to criteria of developed for the National Uranium Resource Evaluation Program to identify areas favorable for the occurrence of uranium deposits. General reconnaissance and sampling were conducted in all accessible areas of the quadrangle. Detailed surface investigations were conducted in potentially favorable environments. Subsurface data were limited to the available results of previous drilling. The results of these studies indicate that granitic rock in the Castle Butte and Boron 15' quadrangles is favorable for authigenic uranium deposits; vein-type and stratabound deposits within tuffaceous sandstones of the Tropico Group in the same area are favorable; Barstow Formation sandstones and shales are favorable in carbonaceous shale and in peneconcordant sandstone in the south-central part of the quadrangle; and sediments of the Lake Tecopa Beds in the northeast of the quadrangle are favorable for hydroallogenic deposits. Environments unfavorable for uranium deposits are in Precambrian and Paleozoic metasedimentary and metavolcanic rocks, except those in unevaluated areas; in plutonic and volcanic rocks of Mesozoic Age, except the favorable granite in the Castle Butte and Boron quadrangles; in Tertiary sedimentary and volcanic rocks, except those favorable in the Tropico Group and Barstow Formation; and in Quaternary volcanic rocks and sediments, except the favorable deposits at Lake Tecopa and the unevaluated alluvium. Two inaccessible areas and the alluvium are unevaluated.

Bushnell, M.M.; Morton, P.K.

1982-07-01T23:59:59.000Z

260

Re-calibration of the apparent 25,000 to 35,000 ybp sea level high stand: Just a moment in time some 55,000 to 70,000 years ago  

SciTech Connect

Occurrences of shallow marine and strand line sediments at or near the elevation of modern mean sea level with radiocarbon dates in the range of 25,000--35,000 ybp have been reported from the Delmarva Peninsula to the Florida Peninsula. Such dates are in conflict with established sea level curves and have consequently been written off as much older samples contaminated with small amounts of young carbon. An alternate hypothesis is that the assumed near constancy of the galactic cosmic ray (GCR) flux and consequently the C-14 production rate is not totally correct. Be-10 concentrations from ice cores suggests that possibly twice in the last 100,000 years the earth has been briefly subjected to greatly enhanced GCR fluxes. Modeling effects of the increased but brief GCR flux on the total C-14 concentrations in the ocean and biosphere suggests that apparent C-14 dates of 25K to 35K ybp on certain marine deposits may actually reflect deposition during a very brief period of time somewhere between 55K to 70K ybp. Deposits possibly effected include but are not restricted to: an unnamed beach/shore face deposit at Mockhorn Is. Virginia, Diamond City Clay at Cape Lookout NC, Cape Fear Coquina in southeastern NC, Silver Bluff at Sapelo Is. GA, and an unnamed coarse sand at St. George Is., FL. Such deposits are depositionally associated with strand line processes, either near shore, beach, or estuarine. Characteristics of the C-14 dates from such deposits include great variability in age ranges for spatially close samples including association with non-finite samples and apparent violation of the principle of superposition where older material overlies apparently younger. Interpretation of such deposits suggest deposition at or near sea level during a period of falling sea level. Correlation of such deposits north to south along the Atlantic coast suggest continued influence of the glacial forebulge and deposition topographically 5 to 10 meters below modern mean sea level.

Dockal, J.A. (Univ. of North Carolina, Wilmington, NC (United States). Dept. of Earth Sciences)

1993-03-01T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

A geologic assessment of natural gas from tight gas sandstones in the San Juan Basin. Final report, June 1989--June 1991  

Science Conference Proceedings (OSTI)

The authors conducted a detailed geologic appraisal, estimated gas in place and recoverable volumes, and evaluated the impact of technology improvements on potential Cretaceous (Pictured Cliffs, Chacra, Cliff House, Point Lookout and Dakota intervals) tight gas reserves of the San Juan Basin. This report summarizes the results of a disaggregated appraisal of the undeveloped San Juan tight gas resource in the context of current and near-term technology, project economics and market potential. A geologic data base was constructed based on location reservoir properties, and typical well recoveries were modeled on a township-specific basis. Project costing and cash flow economics were analyzed to derive potential reserves for various technology specifications and wellhead prices. These data provide a foundation for operators and pipelines to more closely examine these tight formations for development in the near future. Gas in place for the undeveloped tight portion of the five intervals studied was estimated at 17.2 Tcf, with the Dakota Formation accounting for two thirds of this volume. Using current technology, potential ultimate recovery for all intervals is 7.2 Tcf. Potential reserve additions are 1.1 Tcf at $1.50/Mcf, 2.3 Tcf at $2.00/Mcf, and 5.9 Tcf at $5.00/Mcf. The availability of the Nonconventional Fuels Tax Credit for eligible wells drilled in 1991 and 1992 could improve project economics by an after tax equivalent of $0.66/Mcf at the wellhead. Over 300 geophysical logs were evaluated to construct depth, overburden and isopach maps and a location-specific resource database. The database was analyzed using TGAS-PC{reg_sign}, an integrated engineering and economics model for tight sands that has the capability to do rapid sensitivity analysis of geological, technology and economic assumptions.

Haas, M.R.; Lombardi, T.E.

1983-01-01T23:59:59.000Z

262

Modeling-Computer Simulations At Obsidian Cliff Area (Hulen, Et Al., 2003)  

Open Energy Info (EERE)

Obsidian Cliff Area (Hulen, Et Al., 2003) Obsidian Cliff Area (Hulen, Et Al., 2003) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Modeling-Computer Simulations At Obsidian Cliff Area (Hulen, Et Al., 2003) Exploration Activity Details Location Obsidian Cliff Area Exploration Technique Modeling-Computer Simulations Activity Date Usefulness useful DOE-funding Unknown References Jeff Hulen, Denis Norton, Dennis Kaspereit, Larry Murray, Todd van de Putte, Melinda Wright (2003) Geology And A Working Conceptual Model Of The Obsidian Butte (Unit 6) Sector Of The Salton Sea Geothermal Field, California Retrieved from "http://en.openei.org/w/index.php?title=Modeling-Computer_Simulations_At_Obsidian_Cliff_Area_(Hulen,_Et_Al.,_2003)&oldid=388945" Category: Exploration

263

EA-1912: Midway-Benton No. 1 Rebuild Project, near town of Desert Aire,  

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

Midway-Benton No. 1 Rebuild Project, near town of Desert Midway-Benton No. 1 Rebuild Project, near town of Desert Aire, Benton County, WA EA-1912: Midway-Benton No. 1 Rebuild Project, near town of Desert Aire, Benton County, WA Midway-Benton No. 1 Rebuild Project, near town of Desert Aire, Benton County, WA This EA evaluates the environmental impacts of a proposal by DOE's Bonneville Power Administration to rebuild its existing Midway-Benton No.1 transmission line in place, or to reroute a portion of the Midway-Benton No. 1 transmission line that currently crosses Gable Mountain and Gable Butte in order to avoid crossing these features. Please note: Together, the Draft EA and the Revision to the Draft EA constitute the Final EA. EA-1912-DEA-2012.pdf EA-1912-RevisedDEA-2012.pdf More Documents & Publications EA-1912: Draft Environmental Assessment

264

CX-006815: 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-006815: Categorical Exclusion Determination Cattle Creek Substation CX(s) Applied: B4.11 Date: 09/27/2011 Location(s): Bonneville County, Idaho Office(s): Bonneville Power Administration In response to Utah Associated Municipal Power System?s (UAMPS) interconnection request, Bonneville Power Administration (BPA) is planning to integrate UAMPS?s 100-megawatt (MW) Horse Butte Wind Power Generating Facility into its balancing authority. The proposed point of interconnection is at the Palisades-Goshen 115-kilovolt transmission line adjacent to tower 31/6. Document(s) Available for Download CX-006815.pdf More Documents & Publications CX-008877: Categorical Exclusion Determination CX-010590: Categorical Exclusion Determination

265

Haiti Repowered | Open Energy Information  

Open Energy Info (EERE)

Haiti Repowered Haiti Repowered Jump to: navigation, search Name Haiti Repowered Place Crested Butte, Colorado Zip 81224 Website http://www.HaitiRepowered.ning Coordinates 38.8697146°, -106.9878231° 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":38.8697146,"lon":-106.9878231,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

266

Page not found | Department of Energy  

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

71 - 24380 of 31,917 results. 71 - 24380 of 31,917 results. Download CX-006574: Categorical Exclusion Determination Purchase of the Diamond B Conservation Easement CX(s) Applied: B1.25 Date: 08/16/2011 Location(s): Flathead County, Montana Office(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-006574-categorical-exclusion-determination Download CX-001413: Categorical Exclusion Determination Control House Seismic Upgrades - Allston, Keeler, Ostrander, and Marion Substations CX(s) Applied: B1.16, B1.3 Date: 04/12/2010 Location(s): Columbia, Oregon Office(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-001413-categorical-exclusion-determination Download CX-006263: Categorical Exclusion Determination Big Eddy-Redmond and Redmond-Pilot Butte Wood Pole Replacements

267

Integrating Renewable Energy into the Transmission and Distribution System of the U.S. Virgin Islands  

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

Renewable Energy Renewable Energy into the Transmission and Distribution System of the U.S. Virgin Islands Kari Burman, Dan Olis, Vahan Gevorgian, Adam Warren, and Robert Butt National Renewable Energy Laboratory Peter Lilienthal and John Glassmire HOMER Energy LLC Technical Report NREL/TP-7A20-51294 September 2011 NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency & Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. Contract No. DE-AC36-08GO28308 National Renewable Energy Laboratory 1617 Cole Boulevard Golden, Colorado 80401 303-275-3000 * www.nrel.gov Technical Report NREL/TP-7A20-51294 September 2011 Integrating Renewable Energy into the Transmission and Distribution System of the

268

Categorical Exclusion Determinations: Bonneville Power Administration |  

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

July 30, 2012 July 30, 2012 CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 07/30/2012 Location(s): Oregon Offices(s): Bonneville Power Administration July 30, 2012 CX-008890: Categorical Exclusion Determination Bonneville Power Administration/Washington Department of Natural Resources Access Road Improvements CX(s) Applied: B1.3 Date: 07/30/2012 Location(s): Washington, Washington, Washington, Washington Offices(s): Bonneville Power Administration July 27, 2012 CX-008676: Categorical Exclusion Determination Four AT&T Wireless Communication Site Upgrades CX(s) Applied: B1.7, B1.19 Date: 07/27/2012 Location(s): Washington, Washington, Washington, Washington Offices(s): Bonneville Power Administration

269

Categorical Exclusion (CX) Determinations By Date | Department of Energy  

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

3, 2012 3, 2012 CX-008950: Categorical Exclusion Determination Pilot Testing: Pretreatment Options to Allow Re-Use of Frac Flowback Water CX(s) Applied: B3.6 Date: 08/13/2012 Location(s): Pennsylvania Offices(s): National Energy Technology Laboratory August 13, 2012 CX-008949: Categorical Exclusion Determination Novel Materials for Robust Repair of Leaky Wellbores in Carbon Dioxide Storage Formations CX(s) Applied: A9, B3.6 Date: 08/13/2012 Location(s): Texas Offices(s): National Energy Technology Laboratory August 13, 2012 CX-008884: Categorical Exclusion Determination Rattlesnake Butte Property Funding CX(s) Applied: B1.25 Date: 08/13/2012 Location(s): Oregon Offices(s): Bonneville Power Administration August 13, 2012 CX-008879: Categorical Exclusion Determination Pearl-Marion No.1 Line Tower 21/1 Bank Repair Project

270

Categorical Exclusion Determinations: Montana | Department of Energy  

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

July 26, 2010 July 26, 2010 CX-003263: Categorical Exclusion Determination Montana-Tribe-Blackfeet Tribe CX(s) Applied: B5.1 Date: 07/26/2010 Location(s): Montana Office(s): Energy Efficiency and Renewable Energy July 13, 2010 CX-003037: Categorical Exclusion Determination Mercury Removal from Clean Coal Processing Air Stream CX(s) Applied: B3.6 Date: 07/13/2010 Location(s): Butte, Montana Office(s): Fossil Energy, National Energy Technology Laboratory July 13, 2010 CX-003034: Categorical Exclusion Determination Pacific Northwest Smart Grid Demonstration CX(s) Applied: A1, A9, A11, B1.7, B4.4, B5.1 Date: 07/13/2010 Location(s): Helena, Montana Office(s): Electricity Delivery and Energy Reliability, National Energy Technology Laboratory July 12, 2010 CX-002969: Categorical Exclusion Determination

271

Page not found | Department of Energy  

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

91 - 10200 of 28,560 results. 91 - 10200 of 28,560 results. Download EIS-0240-SA-01: Supplement Analysis Disposition of Surplus Highly Enriched Uranium http://energy.gov/nepa/downloads/eis-0240-sa-01-supplement-analysis Download EIS-0285-SA-04: Supplement Analysis Transmission System Vegetation Management Program http://energy.gov/nepa/downloads/eis-0285-sa-04-supplement-analysis Download EIS-0265-SA-92: Supplement Analysis Watershed Management Program http://energy.gov/nepa/downloads/eis-0265-sa-92-supplement-analysis Download CX-006263: Categorical Exclusion Determination Big Eddy-Redmond and Redmond-Pilot Butte Wood Pole Replacements CX(s) Applied: B1.3 Date: 07/07/2011 Location(s): Wasco County, Oregon Office(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-006263-categorical-exclusion-determination

272

Page not found | Department of Energy  

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

891 - 19900 of 28,905 results. 891 - 19900 of 28,905 results. Download CX-008890: Categorical Exclusion Determination Bonneville Power Administration/Washington Department of Natural Resources Access Road Improvements CX(s) Applied: B1.3 Date: 07/30/2012 Location(s): Washington, Washington, Washington, Washington Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008890-categorical-exclusion-determination Download CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 07/30/2012 Location(s): Oregon Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008891-categorical-exclusion-determination Download CX-009199: Categorical Exclusion Determination Access Road Improvement For the Kalispell-Kerr Number 1, 115-kilovolt (kV)

273

Latest Documents and Notices | Department of Energy  

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

April 19, 2013 April 19, 2013 EIS-0423-S1: DOE Notice of Availability of a Draft Supplemental Environmental Impact Statement Draft Supplemental Environmental Impact Statement for the Long-Term Management and Storage of Elemental Mercury April 17, 2013 EA-1925: Draft Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon April 17, 2013 EIS-0472: Notice of Extension of Public Comment Period Uranium Leasing Program, Mesa, Montrose, and San Miguel Counties, Colorado April 12, 2013 EIS-0423-S1: Draft Supplemental Environmental Impact Statement Supplemental Environmental Impact Statement for the Long-Term Management and Storage of Elemental Mercury April 5, 2013 EIS-0279: Amended Record of Decision Spent Nuclear Fuel Management at the Savannah River Site

274

Page not found | Department of Energy  

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

71 - 27880 of 28,904 results. 71 - 27880 of 28,904 results. Download CX-008884: Categorical Exclusion Determination Rattlesnake Butte Property Funding CX(s) Applied: B1.25 Date: 08/13/2012 Location(s): Oregon Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008884-categorical-exclusion-determination Download CX-008886: Categorical Exclusion Determination AT&T Fiber Addition North Bonneville-Ross No. 2 CX(s) Applied: B4.7 Date: 08/09/2012 Location(s): Washington Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008886-categorical-exclusion-determination Download D&D and Risk Assessment Tools ORISE and PNNL both developed tools to assist in the risk assessment and planning of D&D activities. PNNL developed a Risk D&D tool, a rapid

275

CX-004077: Categorical Exclusion Determination | Department of Energy  

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

77: Categorical Exclusion Determination 77: Categorical Exclusion Determination CX-004077: Categorical Exclusion Determination Replacement of a Relay/Transfer Trip Rack at Redmond Substation and a Transfer Trip Panel at LaPine Substation CX(s) Applied: B1.3 Date: 09/27/2010 Location(s): Redmond, Oregon Office(s): Bonneville Power Administration Bonneville Power Administration proposes to replace the relaying and transfer trip on the Pilot Butte lines out of both Redmond and LaPine substations. The existing powerline carrier transfer trip includes some equipment in the substation yard located just below or mounted to the deadend structure for the line. That equipment in the substation yard will be removed for this project and is the only work outside of the control house at each substation. No ground disturbing activities would occur.

276

November 28, 2  

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

RE: Ex Parte Communications in Connection with RE: Ex Parte Communications in Connection with Docket No's EERE-2010-BT-TP-0044 and EERE-2010-BT-STD-0043 Energy Conservation Program: Energy Conservation Standards and Test Procedures for HID Lamps To: expartecommunications@hq.doe.gov From: Alex Boesenberg, Manager of Regulatory Affairs National Electrical Manufacturers Association Date: August 30, 2013 This memorandum memorializes a communication involving NEMA Lamp Section members and DOE staff in connection with this proceeding. The National Electrical Manufacturers Association (NEMA) appreciates the opportunity to meet with the Department of Energy's staff regarding industry concerns for the HID Lamps Rulemakings on August 28, 2013. Attendees of the meeting were as follows: John Cymbalsky (DOE), Lucy deButts (DOE), Susan

277

Page not found | Department of Energy  

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

71 - 2980 of 8,172 results. 71 - 2980 of 8,172 results. Download CX-001900: Categorical Exclusion Determination State Energy Program (SEP) American Recovery and Reinvestment Act (ARRA) Renewable Energy Enterprise Zone (REEZ) Milner Butte Landfill Gas Project CX(s) Applied: B5.1 Date: 03/02/2010 Location(s): Burley, Idaho Office(s): Energy Efficiency and Renewable Energy, Golden Field Office http://energy.gov/nepa/downloads/cx-001900-categorical-exclusion-determination Download CX-001034: Categorical Exclusion Determination Recovery Act: Solar Reforming of Carbon Dioxide to Produce Diesel Fuel CX(s) Applied: B3.6 Date: 03/02/2010 Location(s): Sacramento, California Office(s): Fossil Energy, National Energy Technology Laboratory http://energy.gov/nepa/downloads/cx-001034-categorical-exclusion-determination

278

Property:Geothermal/AwardeeWebsite | Open Energy Information  

Open Energy Info (EERE)

AwardeeWebsite AwardeeWebsite Jump to: navigation, search Property Name Geothermal/AwardeeWebsite Property Type URL Description Awardee Website Pages using the property "Geothermal/AwardeeWebsite" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + http://www.magmaenergycorp.com/s/Home.asp + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + http://www.mtech.edu/ + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + http://www.nmt.edu/ +

279

Page not found | Department of Energy  

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

91 - 4200 of 29,416 results. 91 - 4200 of 29,416 results. Download CX-008880: Categorical Exclusion Determination Celilo Converter Station Curtain Wall Replacement CX(s) Applied: B1.3 Date: 08/08/2012 Location(s): Oregon Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008880-categorical-exclusion-determination Download CX-008890: Categorical Exclusion Determination Bonneville Power Administration/Washington Department of Natural Resources Access Road Improvements CX(s) Applied: B1.3 Date: 07/30/2012 Location(s): Washington, Washington, Washington, Washington Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008890-categorical-exclusion-determination Download CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project

280

Supplement Analysis for the Wildlife Mitigation Program EIS (DOE/EIS-0246/SA-30)(10/28/02)  

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

0) 0) Allyn Meuleman TO: Fish and Wildlife Project Manager Proposed Action: Horkley Property Fee Simple Acquisition Project No: 1995-057-00 Wildlife Management Techniques or Actions Addressed Under This Supplement Analysis (See App. A of the Wildlife Mitigation Program EIS): 1.1 Fee-Title Acquisition and Transfer Location: Jefferson County, Idaho Proposed by: Bonneville Power Administration (BPA), the U.S. Bureau of Land Management (BLM), and Idaho Department of Fish and Game (IDFG). Description of the Proposed Action: BPA proposes to fund the acquisition of approximately 120 acres of sagebrush steppe and agricultural lands in Jefferson County, Idaho. The property proposed for acquisition lies on the west slope of the Menan Butte Area of Critical

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281

National Center for Appropriate Technology | Open Energy Information  

Open Energy Info (EERE)

Technology Technology Jump to: navigation, search Name NCAT Energy Services Address P.O. BOX 3838 Place Butte, MT Zip 59702 Phone number 800.ASK.NCAT Website http://www.ncat.org/energy/ Coordinates 45.9834394°, -112.5272468° 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":45.9834394,"lon":-112.5272468,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

282

EA-1925: Finding of No Significant Impact | Department of Energy  

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

Finding of No Significant Impact Finding of No Significant Impact EA-1925: Finding of No Significant Impact Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon Based on the final EA, DOE finds that providing federal funding for the Proposed Projects is not a major action that constitutes a significant effect on the human environment. This finding and decision is based on the consideration of DOE's NEPA implementing regulations (10 CFR Part 1021) and the CEQ's criteria for significance (40 CFR 1508.27), both with regard to the context and the intensity of impacts analyzed in the EA. Accordingly, the Proposed Projects do not require the preparation of an EIS. EA-1925-FONSI-2013.pdf More Documents & Publications EA-1925: Draft Environmental Assessment EA-1925: Final Environmental Assessment

283

 

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

B2.5 Safety and environmental improvements of a facility, replacement/upgrade of facility components B2.5 Safety and environmental improvements of a facility, replacement/upgrade of facility components The proposed energy efficiency retrofits include three individual activities to be funded with EECBG funds: * Activity #1 includes purchasing and installing up to 57 energy efficient furnaces in tribal residences to replace existing propane furnaces * Activity #2 includes conducting the following retrofits at the Eagle Butte Nutrition Center: - Replacing the building roof and insulating the attic space. The new roof will be equipped with gutters to capture and collect rain for use in local garden. - Replacing three skylights with windows on the west side of the building a Replacing the entrance doors * Activity #3 includes conducting the following retrofits at the Dupree Community Building:

284

Page not found | Department of Energy  

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

41 - 5450 of 26,764 results. 41 - 5450 of 26,764 results. Page Timesharing Agreements The Acquisition Management Division (IM-13) leads the teleprocessing services program which is a centrally managed Headquarters program and voluntary to the field offices to gain the advantages of... http://energy.gov/cio/guidance/it-acquisition/timesharing-agreements Download Financial and Activity Report- December 25, 2009 http://energy.gov/downloads/financial-and-activity-report-december-25-2009 Download EIS-0285-SA-143: Supplement Analysis Transmission System Vegetation Management Program http://energy.gov/nepa/downloads/eis-0285-sa-143-supplement-analysis Download CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 07/30/2012

285

Peak Oil Awareness Network | Open Energy Information  

Open Energy Info (EERE)

Awareness Network Awareness Network Jump to: navigation, search Name Peak Oil Awareness Network Place Crested Butte, Colorado Zip 81224 Website http://www.PeakOilAwarenessNet Coordinates 38.8697146°, -106.9878231° 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":38.8697146,"lon":-106.9878231,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

286

Integrating Renewable Energy into the Transmission and Distribution System of the U.S. Virgin Islands  

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

Integrating Renewable Energy Integrating Renewable Energy into the Transmission and Distribution System of the U.S. Virgin Islands Kari Burman, Dan Olis, Vahan Gevorgian, Adam Warren, and Robert Butt National Renewable Energy Laboratory Peter Lilienthal and John Glassmire HOMER Energy LLC Technical Report NREL/TP-7A20-51294 September 2011 NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency & Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. Contract No. DE-AC36-08GO28308 National Renewable Energy Laboratory 1617 Cole Boulevard Golden, Colorado 80401 303-275-3000 * www.nrel.gov Technical Report NREL/TP-7A20-51294 September 2011 Integrating Renewable Energy into the Transmission and

287

Chamberlain Wind Project | Open Energy Information  

Open Energy Info (EERE)

Chamberlain Wind Project Chamberlain Wind Project Jump to: navigation, search Name Chamberlain Wind Project Facility Chamberlain Wind Project Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Basin Electric Developer Crown Butte Wind Power Energy Purchaser Basin Electric/East River Coop Location Chamberlain SD Coordinates 43.8096°, -99.3272° 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":43.8096,"lon":-99.3272,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

288

NETL F 451.1/1-1, Categorical Exclusion Designation Form  

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

OE0000657 OE0000657 University of Wyoming OE Montana Tech of Univ. of Montana PMC/EDTD FY13-15/ 7/01/13 thru 6/30/15 Mario Sciulli Butte, Montana Advancing Synchrophasor Applications and Training through Academic-Industry Collaborations This project involves data gathering, algorithm development/testing, and computer simulation/analysis, and curriculum modifications by 3 collaborating universities as described in the accompanying SOPO. Mario Sciulli Digitally signed by Mario Sciulli DN: cn=Mario Sciulli, o=NETL/PMC, ou=Energy Delivery Technologies Division, email=mario.sciulli@netl.doe.gov, c=US Date: 2013.04.25 10:28:10 -04'00' 04 25 2013 Fred E. Pozzuto Digitally signed by Fred E. Pozzuto DN: cn=Fred E. Pozzuto, o=USDOE, ou=NETL-Office of Project Facilitation and Compliance, email=fred.pozzuto@netl.doe.gov, c=US

289

Step-by-Step Instructions  

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

Dakota based upon the simple prescriptive option of the Dakota based upon the simple prescriptive option of the 2012 IECC. It does not provide a guarantee for meeting the IECC. This guide is not designed to reflect the actual energy code, with amendments, if any, adopted in South Dakota and does not, therefore, provide a guarantee for meeting the state energy code. For details on the energy code adopted by South Dakota, including how it may differ from the IECC, please contact your local building code official. Additional copies of this guide are available on www.reca-codes.com. CLIMATE ZONE 6 Aurora Deuel Jones Perkins Beadle Dewey Kingsbury Potter Brookings Edmunds Lake Roberts Brown Fall River Lawrence Sanborn Brule Faulk Lincoln Shannon Buffalo Grant Lyman Spink Butte Haakon Marshall Stanley

290

Page not found | Department of Energy  

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

11 - 14620 of 28,905 results. 11 - 14620 of 28,905 results. Download CX-009210: Categorical Exclusion Determination Silver Butte Fiber Burial Project CX(s) Applied: B.47 Date: 08/28/2012 Location(s): Montana, Montana Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-009210-categorical-exclusion-determination Download Microsoft PowerPoint- DOE Supplemental Instructions for OMB Section 1512 Reporting Contractors Q1 2010 [Compatibility Mode] http://energy.gov/downloads/microsoft-powerpoint-doe-supplemental-instructions-omb-section-1512-reporting-contractors Rebate TVA- Green Power Providers Tennessee Valley Authority (TVA) and participating power distributors of TVA power offer a performance-based incentive program to homeowners and businesses for the installation of renewable...

291

Property:Geothermal/Partner1 | Open Energy Information  

Open Energy Info (EERE)

Partner1 Partner1 Jump to: navigation, search Property Name Geothermal/Partner1 Property Type String Description Partner 1 Pages using the property "Geothermal/Partner1" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + University of Nevada + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + TBA + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + Los Alamos National Laboratory + A new analytic-adaptive model for EGS assessment, development and management support Geothermal Project + Lawrence Berkeley National Lab +

292

NETL F 451.1/1-1, Categorical Exclusion Designation Form  

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

FC26-06NT42750 FC26-06NT42750 Montana Tech of the Univ. of Montana OE University of Wyoming PMC/EDTD FY13-15/ 5/1/13 thru 4/30/15 Mario Sciulli Butte, Montana and Laramie, Wyoming Load Control System Reliability (Project Extension) Extension of this project continues data gathering, algorithm development/testing, and computer simulation/analysis described in the accompanying SOPO. Mario Sciulli Digitally signed by Mario Sciulli DN: cn=Mario Sciulli, o=NETL/PMC, ou=Energy Delivery Technologies Division, email=mario.sciulli@netl.doe.gov, c=US Date: 2013.04.25 10:28:10 -04'00' 04 25 2013 Fred E. Pozzuto Digitally signed by Fred E. Pozzuto DN: cn=Fred E. Pozzuto, o=USDOE, ou=NETL-Office of Project Facilitation and Compliance, email=fred.pozzuto@netl.doe.gov, c=US Reason: I am approving this document

293

Environmental Impact Statements; Notice of Availability (1/16/04)  

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

93 93 Federal Register / Vol. 69, No. 11 / Friday, January 16, 2004 / Notices Liquefied Natural Gas to Shippers, Authorization of Site, Construction and Operation, Stratton Ridge Meter Station 2007, City of Freeport, Brazoria County, TX. Summary: EPA expressed environmental concern regarding wetland impacts/mitigation, Clean Water Act Section 402 permitting, vaporization water intake and discharge impacts, and conformity with the state's implementation plan for air quality. EPA requested additional information on these issues. ERP No. D-FRC-L05230-OR Rating LO, Pelton Round Butte Hydroelectric Project, (FERC No. 2030-036), Application for a New License for Existing 366.82-megawatt Project, Deschutes River, OR. Summary: EPA Region 10 used a screening tool to conduct a limited

294

CX-008879.pdf  

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

2 2 REPLY TO ATTN OF: KEPR-4 SUBJECT: Environmental Clearance Memorandum James Semrau Project Manager - TEP-TPP-1 Proposed Action: Pearl-Marion No.1 Line Tower 21/1 Bank Repair Project PP&A Project No.: 2275 Categorical Exclusions Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine maintenance, B1.24 Property Transfers Location: Monitor, Clackamas County, Oregon Township 6 South, Range 1 East, Section 5 Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to repair a rip-rap stream bank protecting tower 21/1 on the BPA Pearl-Marion No. 1 500-kilovolt transmission line. Tower 21/1 is located on a corner of Butte Creek where annual scour adjacent to the tower poses an immediate

295

(DOE/EIS-0285/SA-14): Supplement Analysis for the Transmission System Vegetation Management Program FEIS 6/6/01  

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

4) 4) Bill Erickson - TFP/ Walla Walla Region Natural Resource Specialist Proposed Action: Vegetation Management at the Teakean Butte Microwave site. Location: Clearwater County, ID, Walla Walla Region. Proposed by: Bonneville Power Administration (BPA). Description of the Proposed Action: BPA proposes to remove 28 danger trees and dense brush from the microwave site in order to provide a 75 -80 foot safety buffer for fire control and Microwave Beam path. The work will protect BPA's investment at the site and provide system reliability. All work will be in accordance with the National Electrical Safety Code and BPA standards. Analysis: This project meets the standards and guidelines for the Transmission System Vegetation Management Program Final Environmental Impact Statement (FEIS) and Record of Decision

296

October 30, 2008, Visiting Speakers Program - Dow Chemicals Presentation - Dows Approach to Sustainability  

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

Catalyst for Change Catalyst for Change Dow's Approach to Sustainability Dr. Susan Butts Sr. Director, External Science & Technology Programs The Dow Chemical Company Office of Health, Safety & Security Visiting Speaker Program US Department of Energy The Power of the Human Element At The Dow Chemical Company, we view chemistry as the work of humanity. We believe the most important element of all is not found on the periodic table, yet is part of every equation for the future. This element is the Human Element. With it, we are more than a chemical company, we are a difference-maker in the world. October 30, 2008 2 3 October 30, 2008 About Dow A science and technology leader with annual sales of $54 billion Founded in 1897 by Herbert H. Supplies plastics and chemical

297

Categorical Exclusion Determinations: Wyoming | Department of Energy  

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

July 30, 2012 July 30, 2012 CX-009090: Categorical Exclusion Determination Line Switch Replacements at Guernsey Rural, Worland, Refinery, Box Butte, and Morrill Taps CX(s) Applied: B4.6, B4.11 Date: 07/30/2012 Location(s): Wyoming, Nebraska Offices(s): Western Area Power Administration-Rocky Mountain Region July 23, 2012 CX-008784: Categorical Exclusion Determination License Outgrant to Owl Creek Water District Town of Thermopolis, Hot Springs County, Wyoming CX(s) Applied: B4.9 Date: 07/23/2012 Location(s): Wyoming Offices(s): Western Area Power Administration-Rocky Mountain Region July 23, 2012 CX-008496: Categorical Exclusion Determination Interstate Electrification Improvement CX(s) Applied: B5.1 Date: 07/23/2012 Location(s): Wyoming Offices(s): National Energy Technology Laboratory

298

Load Control  

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

Visualization and Controls Peer Review Visualization and Controls Peer Review Load Control for System Reliability and Measurement-Based Stability Assessment Dan Trudnowski, PhD, PE Montana Tech Butte, MT 59701 dtrudnowski@mtech.edu 406-496-4681 October 2006 2 Presentation Outline * Introduction - Goals, Enabling technologies, Overview * Load Control - Activities, Status * Stability Assessment - Activities, Status * Wrap up - Related activities, Staff 3 Goals * Research and develop technologies to improve T&D reliability * Technologies - Real-time load control methodologies - Measurement-based stability-assessment 4 Enabling Technologies * Load control enabled by GridWise technology (e.g. PNNL's GridFriendly appliance) * Real-time stability assessment enabled by Phasor Measurement (PMU) technology 5 Project Overview * Time line: April 18, 2006 thru April 17, 2008

299

Page not found | Department of Energy  

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

71 - 7180 of 8,172 results. 71 - 7180 of 8,172 results. Download DOE EM Project Experience & Lessons Learned for In Situ Decommissioning (Feb. 2013) The purpose of the "DOE EM Project Experience & Lessons Learned for In Situ Decommissioning" report is to capture the considerable technical experience gained to date for implementation of In... http://energy.gov/em/downloads/doe-em-project-experience-lessons-learned-situ-decommissioning-feb-2013 Download EA-1925: Draft Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon http://energy.gov/nepa/downloads/ea-1925-draft-environmental-assessment Download LNG Annual Report- 2004 LNG Annual Report - 2004 http://energy.gov/fe/downloads/lng-annual-report-2004 Download Independent Oversight Focus Area Review, DOE Nuclear Facilities-

300

REC Silicon formerly ASiMI | Open Energy Information  

Open Energy Info (EERE)

Silicon formerly ASiMI Silicon formerly ASiMI Jump to: navigation, search Name REC Silicon (formerly ASiMI) Place Butte, Montana Zip 59750 Product Manufactures and sells polycrystalline silicon. Coordinates 47.838435°, -100.665669° 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":47.838435,"lon":-100.665669,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

Property:Geothermal/FundingSource | Open Energy Information  

Open Energy Info (EERE)

FundingSource FundingSource Jump to: navigation, search Property Name Geothermal/FundingSource Property Type String Description Funding Source Pages using the property "Geothermal/FundingSource" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + American Recovery and Reinvestment Act of 2009 + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + American Recovery and Reinvestment Act of 2009 + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + American Recovery and Reinvestment Act of 2009 +

302

Property:Geothermal/AwardeeCostShare | Open Energy Information  

Open Energy Info (EERE)

Property Property Edit with form History Facebook icon Twitter icon » Property:Geothermal/AwardeeCostShare Jump to: navigation, search Property Name Geothermal/AwardeeCostShare Property Type Number Description Awardee Cost Share Pages using the property "Geothermal/AwardeeCostShare" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + 9,571,873 + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + 1,082,753 + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + 4,135,391 +

303

CX-010098: 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-010098: Categorical Exclusion Determination Phoenix to Lone Butte 230 Kilovolt Transmission Line, Bird Diverter Installation CX(s) Applied: B1.3 Date: 04/08/2013 Location(s): CX: none Offices(s): Western Area Power Administration-Desert Southwest Region Western Area Power Administration (WAPA) proposes to install bird discouragers on a portion of the PHX-LOB 230-kV (kilovolt) transmission line. Access is via existing rural and transmission line access roads. Birds perching on structures are causing line faults and tripping the line out of service. The purpose of the project is to insure the continued safe and reliable operation of the bulk power system by reducing or eliminating faults due to bird activity along the line.

304

Categorical Exclusion Determinations: B1.7 | Department of Energy  

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

April 11, 2011 April 11, 2011 CX-005598: Categorical Exclusion Determination Demonstration of a Novel Synchrophasor-Based Situational Awareness System CX(s) Applied: A1, A11, B1.7, B3.6 Date: 04/11/2011 Location(s): Chattanooga, Tennessee Office(s): Electricity Delivery and Energy Reliability, National Energy Technology Laboratory April 4, 2011 CX-005579: Categorical Exclusion Determination Albion Butte Radio Station Communication Upgrade CX(s) Applied: B1.7 Date: 04/04/2011 Location(s): Nibbs Creek, Idaho Office(s): Bonneville Power Administration March 23, 2011 CX-005449: Categorical Exclusion Determination State Energy Program American Recovery and Reinvestment Act Greenwood Scaling Biomass Boilers - Washington CX(s) Applied: A9, B1.7, B5.1 Date: 03/23/2011 Location(s): Washington

305

7-9-draft3.indd  

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

Administration, Administration, like: Mike Deihl Administrator Tulsa, Oklahoma Special thanks to: Ladell Butts Scott Carpenter Dallas Cooper Linda Dunham Ruben Garcia Tom Green Janet Hagar Gregg Happle William Hiller Sean Long Stan Mason Linda Mummey Beth Nielsen Fritha Ohlson George Robbins Dave Sargent Aiden Smith Jane Thomas Mistie Yost U P D AT E S O U T H W E S T E R N P O W E R A D M I N I S T R A T I O N J U LY - S E P T E M B E R 2 0 0 7 Hilltop Helps Ease Transmission Woes The electricity is flowing a little easier in northern Arkansas these days, thanks to the August 2007 energization of an interconnection between Southwestern and Entergy Arkansas, Inc. (Entergy) near Silver Hill, Arkansas. Planning for the tie has been underway for over five years, with the goal of easing potential undervoltage and overload conditions, thus allowing increasing

306

Refractory Alloy Welding [Laser Applications Laboratory] - Nuclear  

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

Refractory Alloy Welding Refractory Alloy Welding Capabilities Engineering Experimentation Reactor Safety Experimentation Aerosol Experiments System Components Laser Applications Overview Laser Oil & Gas Well Drilling Laser Heat Treatment Laser Welding of Metals On-line Monitoring Laser Beam Delivery Laser Glazing of Railroad Rails High Power Laser Beam Delivery Decontamination and Decommissioning Refractory Alloy Welding Robots Applications Other Facilities Other Capabilities Work with Argonne Contact us For Employees Site Map Help Join us on Facebook Follow us on Twitter NE on Flickr Laser Applications Laboratory Refractory Alloy Welding Project description: Welding of refractory metals such as vanadium alloys. Category: internal R&D project Bookmark and Share Butt weld of two 4 mm thick V-4Cr-4Ti plates made by a pulsed Nd:YAG laser

307

Microsoft PowerPoint - McDeavitt - 2013 NEAC Overview (6-13-2013)  

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

IRP - Fuel Aging in Storage and Transportation (FAST): IRP - Fuel Aging in Storage and Transportation (FAST): Characterization Methods to Evaluate the Aging of Used Nuclear Fuel in Storage Used Nuclear Fuel in Storage Sean M. McDeavitt & FAST Team Nuclear Energy Advisory Committee June 13, 2013 1 FAST IRP Team Darryl Butt *** Mike Hurley Sin Ming Loo James Tulenko *** Yong Yang Gerhard E. Fuchs Brent Heuser *** James Stubbins g Jacob Eapen K. L. Murty Sean M. McDeavitt Lin Shao Todd Allen Jake Blanchard Zhenqiang (Jack) Ma K S idh *** Kumar Sridharan *** Thad Adams Carl Beyer 2 *** Indicates Technical Mission Area Leaders Program Overview Program Overview * Basic Objectives Method Development - Method Development - Phenomena Characterization - Predictive Modeling g * Four Technical Missions Four Technical Missions

308

Categorical Exclusion Determinations: Oregon | Department of Energy  

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

August 1, 2012 August 1, 2012 CX-008976: Categorical Exclusion Determination Clean Start - Development of a National Liquid Propane (Autogas) Refueling Network CX(s) Applied: B5.22 Date: 08/01/2012 Location(s): Arizona, Colorado, Oregon, Texas, Washington Offices(s): National Energy Technology Laboratory July 30, 2012 CX-008891: Categorical Exclusion Determination Pilot Butte-La Pine No. 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 07/30/2012 Location(s): Oregon Offices(s): Bonneville Power Administration July 25, 2012 CX-008873: Categorical Exclusion Determination Oregon State University- Natural Gas Self-contained Home Filling Station CX(s) Applied: B3.6 Date: 07/25/2012 Location(s): Oregon, Colorado, Michigan Offices(s): Advanced Research Projects Agency-Energy

309

3rd Quarter 2013 Domestic Uranium Production Report  

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

5 5 3rd Quarter 2013 Domestic Uranium Production Report Release Date: October 31, 2013 Next Release Date: February 2014 2012 1st Quarter 2013 2nd Quarter 2013 3rd Quarter 2013 Cameco Crow Butte Operation Dawes, Nebraska 1,000,000 Operating Operating Operating Operating Hydro Resources, Inc. Church Rock McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Hydro Resources, Inc. Crownpoint McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Lost Creek ISR, LLC, a subsidiary of Ur- Energy USA Inc. Lost Creek Project Sweetwater, Wyoming 2,000,000 Under Construction Under Construction

310

Property:Geothermal/TotalProjectCost | Open Energy Information  

Open Energy Info (EERE)

TotalProjectCost TotalProjectCost Jump to: navigation, search Property Name Geothermal/TotalProjectCost Property Type Number Description Total Project Cost Pages using the property "Geothermal/TotalProjectCost" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + 14,571,873 + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + 2,155,497 + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + 6,135,381 + A new analytic-adaptive model for EGS assessment, development and management support Geothermal Project + 1,629,670 +

311

Page not found | Department of Energy  

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

11 - 7520 of 26,764 results. 11 - 7520 of 26,764 results. Download Presidential Proclamation on the 40th Anniversary of the National Environmental Policy Act Proclamation of President Obama to "call upon all executive branch agencies to promote public involvement and transparency in their implementation of the National Environmental Policy Act." http://energy.gov/nepa/downloads/presidential-proclamation-40th-anniversary-national-environmental-policy-act Download CX-008162: Categorical Exclusion Determination Redmond-Pilot Butte Number 1 Wood Pole Replacement Project CX(s) Applied: B4.6 Date: 04/13/2012 Location(s): Oregon Offices(s): Bonneville Power Administration http://energy.gov/nepa/downloads/cx-008162-categorical-exclusion-determination Download Electricity Advisory Committee Meeting, October 15-16, 2012-

312

Photo of the Week: An Express Train to Crescent Junction | Department of  

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

An Express Train to Crescent Junction An Express Train to Crescent Junction Photo of the Week: An Express Train to Crescent Junction January 4, 2013 - 1:53pm Addthis In the 1950s, one of the largest uranium deposits in the U.S. was found near Moab, Utah. The Department of Energy began cleaning up the uranium mill tailings from the Moab Site in April 2009, using steel containers to transport more than five million tons of tailings for safe disposal near Crescent Junction, Utah. In this May 2012 photo, one of the trains is shown on the Union Pacific Railroad in Utah, passing a butte capped by a familiar southwest U.S. rock formation known as Navajo Sandstone. | Photo courtesy of the Department of Energy. In the 1950s, one of the largest uranium deposits in the U.S. was found near Moab, Utah. The Department of Energy began cleaning up the uranium

313

Photo of the Week: 2013 | Department of Energy  

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

Photo of the Week: 2013 Photo of the Week: 2013 Photo of the Week: 2013 Addthis An Express Train to Crescent Junction 1 of 45 An Express Train to Crescent Junction In the 1950s, one of the largest uranium deposits in the U.S. was found near Moab, Utah. The Department of Energy began cleaning up the uranium mill tailings from the Moab Site in April 2009, using steel containers to transport more than five million tons of tailings for safe disposal near Crescent Junction, Utah. In this May 2012 photo, one of the trains is shown on the Union Pacific Railroad in Utah, passing a butte capped by a familiar southwest U.S. rock formation known as Navajo Sandstone. Image: Department of Energy Date taken: 2013-01-04 09:00 I, Robot Olympics 2 of 45 I, Robot Olympics Last week, students from dozens of local Tennessee high schools gathered at

314

EA-1925: Final Environmental Assessment | Department of Energy  

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

25: Final Environmental Assessment 25: Final Environmental Assessment EA-1925: Final Environmental Assessment Midnight Point and Mahogany Geothermal Exploration Projects, Glass Buttes, Oregon This EA evaluates Ormat Nevada, Inc.'s (Ormat's) proposed geothermal projects which involve drilling up to 16 wells for geothermal exploration approximately 70 miles southeast of Bend, Oregon and 50 miles northwest of Burns, Oregon just south of U.S. Highway 20. The proposed project includes three distinct drilling areas. Up to three wells would be drilled on lands managed by the Bureau of Land Management (BLM) Prineville District (Mahogany), up to ten wells would be drilled on lands managed by the BLM Burns District (Midnight Point), and up to three wells would be drilled on private land located adjacent to the federal geothermal leases west of

315

Buildings Energy Data Book: 3.7 Retail Markets and Companies  

Buildings Energy Data Book (EERE)

3 3 2010 Top Supermarkets, by Sales 2010 All Commodity Supermarket Wal-Mart Stores 3,001 Kroger Co. 2,460 Safeway, Inc. 1,461 Supervalu, Inc. 1,504 Ahold USA, Inc. (Stop and Shop, Giant) 746 Publix Super Markets, Inc. 1,035 Delhaize America, Inc. (Food Lion) 1,641 H.E. Butt Grocery Co. (HEB) 291 Meijer Inc. 195 Great Atlantic & Pacific Tea Co. (Pathmark) 373 Note(s): Source(s): All commodity volume in this example represents the "annualized range of the estimated retail sales volume of all items sold at a retail site that pass through the retailer's cash registers. TDLinx ACV is an estimate based on best available data- a directional measure to be used as an indicator of store and account size, not an actual retail sales report". (Progressive Grocer) Progressive Grocer, 2011 Progressive Grocer Super 50

316

Property:Geothermal/DOEFundingLevel | Open Energy Information  

Open Energy Info (EERE)

DOEFundingLevel DOEFundingLevel Jump to: navigation, search Property Name Geothermal/DOEFundingLevel Property Type Number Description DOE Funding Level (total award amount) Pages using the property "Geothermal/DOEFundingLevel" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + 5,000,000 + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + 1,072,744 + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + 1,999,990 +

317

Climate Zone 3B | Open Energy Information  

Open Energy Info (EERE)

Climate Zone 3B Climate Zone 3B Jump to: navigation, search A type of climate defined in the ASHRAE 169-2006 standard consisting of Climate Zone Number 3 and Climate Zone Subtype B. Climate Zone 3B is defined as Dry with IP Units 4500 < CDD50ºF ≤ 6300 and SI Units 2500 < CDD10ºC < 3500 . The following places are categorized as class 3B climate zones: Andrews County, Texas Baylor County, Texas Borden County, Texas Brewster County, Texas Butte County, California Callahan County, Texas Chaves County, New Mexico Childress County, Texas Clark County, Nevada Cochise County, Arizona Coke County, Texas Coleman County, Texas Collingsworth County, Texas Colusa County, California Concho County, Texas Contra Costa County, California Cottle County, Texas Crane County, Texas Crockett County, Texas

318

DOE Meeting Memorandum: Ex Parte Communications  

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

Meeting Memorandum: Ex Parte Communications Meeting Memorandum: Ex Parte Communications Date: June 4, 2013 DOE Attendees: Ashley Armstrong, Lucy DeButts, and John Cymbalsky, EERE Building Technologies Program; Eric Haas, General Counsel Outside attendees: Patrick Keal, Big Ass Fans; Janie Wise, Vern Simmons, & Terry Paul, Cassidy & Associates Meeting Contact: Janie Wise - jwise@cassidy.com / 202-585-2553 Subject: Pending rulemakings on (1) Commercial and industrial fans and (2) Residential fans and lighting kits. Summary: Big Ass Fans is headquartered in Lexington, Kentucky, and designs and manufactures a variety of fan models for commercial, industrial and residential use. BAF met with DOE to discuss the ongoing rulemaking process for the commercial and industrial fans and blowers energy conservation

319

Property:Geothermal/FundingOpportunityAnnouncemt | Open Energy Information  

Open Energy Info (EERE)

Geothermal/FundingOpportunityAnnouncemt Geothermal/FundingOpportunityAnnouncemt Jump to: navigation, search Property Name Geothermal/FundingOpportunityAnnouncemt Property Type String Description Funding Opportunity Announcement Pages using the property "Geothermal/FundingOpportunityAnnouncemt" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + DE-FOA-0000109 + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + DE-FOA-0000116 + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + DE-FOA-0000109 +

320

Cement Creek Ranch Pool & Spa Low Temperature Geothermal Facility | Open  

Open Energy Info (EERE)

Cement Creek Ranch Pool & Spa Low Temperature Geothermal Facility Cement Creek Ranch Pool & Spa Low Temperature Geothermal Facility Jump to: navigation, search Name Cement Creek Ranch Pool & Spa Low Temperature Geothermal Facility Facility Cement Creek Ranch Sector Geothermal energy Type Pool and Spa Location Crested Butte, Colorado Coordinates 38.8697146°, -106.9878231° 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 "lookout butte buckhorn" 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

EIS-0241-SA-02-2008.pdf  

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

08 08 REPLY TO ATTN OF: KEC-4 SUBJECT: Supplement Analysis for the Hood River Fisheries Project EIS (DOE/EIS-0241/SA-02) Jan Brady - KEW Proposed Action: Comparative Hatchery Release Evaluation for Spring Chinook. Location: Parkdale Fish Facility in the Hood River Basin, Oregon; Round Butte Hatchery/Pelton Ladder in the Deschutes Basin, Oregon; Carson National Fish Hatchery in the Wind River drainage, Washington. Proposed by: Bonneville Power Administration (BPA), the Confederated Tribes of the Warm Springs Reservation of Oregon (CTWSR), and Oregon Department of Fish and Wildlife (ODFW). Description of the Proposed Action: The proposed comparative hatchery release evaluation for Spring Chinook intends to increase annual Spring Chinook smolt releases from 125,000 to 150,000 in the

322

DOE HQ Special Needs in an Emergency  

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

) Go to Stairwell or ) Go to Stairwell or Area of Refuge 2) Contact Emergency Responders 3) Follow Instructions Key Points to remember During an Emergency What an employee should do during an emergency: 1) Go to the nearest stairwell or area of refuge. 2) Contact emergency responders using the emergency call butt on or a telephone. Provide responders with your name, the name of anyone with you, your locati on and the assistance you need. 3) Follow the instructi ons provided. You may be told:  Remain in your current locati on  Move to another area of refuge in the building  Move to an elevator that is being used by emergency responders to assist with evacuati ons  Att empt to evacuate the building If you are directed to evacuate or decide on your own to evacuate, allow faster

323

2012 Domestic Uranium Production Report  

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

Domestic Uranium Production Report Domestic Uranium Production Report 2012 Domestic Uranium Production Report Release Date: June 6, 2013 Next Release Date: May 2014 2008 2009 2010 2011 2012 Cameco Crow Butte Operation Dawes, Nebraska 1,000,000 Operating Operating Operating Operating Operating Hydro Resources, Inc. Church Rock McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Hydro Resources, Inc. Crownpoint McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Lost Creek ISR LLC Lost Creek Project Sweetwater, Wyoming 2,000,000 Developing

324

EA-1912: Midway-Benton No. 1 Rebuild Project, near town of Desert Aire,  

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

1912: Midway-Benton No. 1 Rebuild Project, near town of Desert 1912: Midway-Benton No. 1 Rebuild Project, near town of Desert Aire, Benton County, WA EA-1912: Midway-Benton No. 1 Rebuild Project, near town of Desert Aire, Benton County, WA Summary This EA evaluates the environmental impacts of a proposal by DOE's Bonneville Power Administration to rebuild its existing Midway-Benton No.1 transmission line in place, or to reroute a portion of the Midway-Benton No. 1 transmission line that currently crosses Gable Mountain and Gable Butte in order to avoid crossing these features. For more information, please see: http://efw.bpa.gov/environmental_services/Document_Library/MidwayBentonRebuild/ Public Comment Opportunities None available at this time. Documents Available for Download December 6, 2012 EA-1912: Finding of No Significant Impact

325

Total production of uranium concentrate in the United States  

Gasoline and Diesel Fuel Update (EIA)

4. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status 4. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status Operating Status at the End of In-Situ-Leach Plant Owner In-Situ-Leach Plant Name County, State (existing and planned locations) Production Capacity (pounds U3O8 per year) 2012 1st Quarter 2013 2nd Quarter 2013 3rd Quarter 2013 Cameco Crow Butte Operation Dawes, Nebraska 1,000,000 Operating Operating Operating Operating Hydro Resources, Inc. Church Rock McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Hydro Resources, Inc. Crownpoint McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed

326

Pacific Oroville Power Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

Oroville Power Biomass Facility Oroville Power Biomass Facility Jump to: navigation, search Name Pacific Oroville Power Biomass Facility Facility Pacific Oroville Power Sector Biomass Location Butte County, California Coordinates 39.6253952°, -121.5370003° 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":39.6253952,"lon":-121.5370003,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

327

Qualification of the Joints for ITER Central Solenoid  

SciTech Connect

The ITER Central Solenoid has 36 interpancake joints, 12 bus joints, and 12 feeder joints in the magnet. The joints are required to have resistance below 4 nOhm at 45 kA at 4.5 K. The US ITER Project Office developed two different types of interpancake joints with some variations in details in order to find a better design, qualify the joints, and establish a fabrication process. We built and tested four samples of the sintered joints and two samples with butt-bonded joints (a total of eight joints). Both designs met the specifications. Results of the joint development, test results, and selection of the baseline design are presented and discussed in the paper.

Martovetsky, Nicolai N [ORNL; Berryhill, Adam B [Cryomagnetics, Inc.; Kenney, Steven J [ORNL

2012-01-01T23:59:59.000Z

328

Investigation and Evaluation of Geopressured-Geothermal Wells; Detailed Reentry Prognosis for Geopressure-Geothermal Testing of Dr. M.O. Miller No. 1 Well  

DOE Green Energy (OSTI)

This Gruy Federal Type I-A prospect was drilled as the Union Oil Company of California, Dr. M.O. Miller No. 1 and is located in Section 34, T15S, R5W, Cameron Parish, Louisiana. The land belongs to the heirs of Dr. Miller and is unleased. The well site is approximately 350 feet southwest of the northwest corner of Section 34 and approximately 4,000 feet south-southeast of Prospect L-3, Buttes Gas and Oil Co. et al., Gladys McCall No. 1. The former well site is accessible by approximately 2.8 miles of canal levee on which a board road would have to be constructed. In addition, there are two wooden bridges in fair condition to be crossed which will require minor repairs. The well was drilled to a total depth of 18,158 feet and plugged and abandoned as a dry hole mid 1965.

None

1978-04-21T23:59:59.000Z

329

Office of Federal and State Materials and Environmental Management Programs U.S. Nuclear Regulatory Commission Mail Stop T8-F5  

E-Print Network (OSTI)

information regarding several sections of the application. In response to that request, Crow Butte Resources, Inc. (CBR) is providing written responses to the NRC request for additional information and revised portions of CBR's application amendment for the North Trend Expansion Area (Technical Report- Volume I). Only the portions of the application that were. revised are included with this submittal for replacement in the original CBR amendment application. In some cases, it was necessary to duplicate some pages without changes due to the addition of text and changes in page numbers. Each page with text changes is,so noted in the footer with the revised date. If you or your staff has any questions on the responses or revisions, please contact me at

Crow Butte Resources; Steve Collings

2008-01-01T23:59:59.000Z

330

Developing and evaluating pit truck safety devices  

SciTech Connect

Describes an electromagnetic system whereby smaller vehicles transmit a signal to haulage truck operators, to alert them to their presence. Driver visibility is restricted in large, rear-dump haulage trucks used in open-pit mining. Analysis shows the need for an alarm in the truck, to warn of vehicles in blind spots. As open-pit haulage truck size has increased, so has the size of the blind areas. Parameters for a prototype system included high- and low-frequency electromagnetic noise rejection, system sensitivity, ease of distance calibration, box size, mounting ease, power needs, and an internal system to continuously self-test all electronic fault-detection circuits. The prototype haulage truck cabmounted receiver had 2 channels. The system has been field-tested at the Twin Buttes open-pit mine near Tucson, AZ.

Yates, W.C.

1982-07-01T23:59:59.000Z

331

Diode laser welding of aluminum to steel  

Science Conference Proceedings (OSTI)

Laser welding of dissimilar materials was carried out by using a high power diode laser to join aluminum to steel in a butt-joint configuration. During testing, the laser scan rate was changed as well as the laser power: at low values of fluence (i.e. the ratio between laser power and scan rate), poor joining was observed; instead at high values of fluence, an excess in the material melting affected the joint integrity. Between these limiting values, a good aesthetics was obtained; further investigations were carried out by means of tensile tests and SEM analyses. Unfortunately, a brittle behavior was observed for all the joints and a maximum rupture stress about 40 MPa was measured. Apart from the formation of intermeltallic phases, poor mechanical performances also depended on the chosen joining configuration, particularly because of the thickness reduction of the seam in comparison with the base material.

Santo, Loredana; Quadrini, Fabrizio; Trovalusci, Federica [University of Rome Tor Vergata, Department of Mechanical Engineering, Via del Politecnico 1, 00133 Rome (Italy)

2011-05-04T23:59:59.000Z

332

Investigation of the effect of welding parameters on weld quality of plasma arc keyhole welding of structural steels  

SciTech Connect

In the present investigation, the individual and interactive effects of the main welding parameters on weld quality of plasma arc keyhole welding of conventional structural steel, high strength microalloyed steel and strong formable microalloyed steel have been examined using welding of butt joints with a square groove in various welding positions, and welding of joint roots with a single-V-groove and the root face in the flat position. The most important welding parameters are welding current, welding speed and welding gases, especially plasma gas flow rate. Welding parameter combinations producing the best quality welds are presented. It is shown that it is possible to achieve defect-free high-quality welds with good strength and toughness properties, but the allowable range of variation of welding parameters, especially for the highest weld quality, is narrow. An argonhydrogen mixture for the plasma gas together with argon as shielding and backing gases give the best results with respect to weld quality.

Martikainen, J.K.; Moisio, T.J.I. (Lappeenranta Univ. of Technology, Lappeenranta (Finland). Welding Technology Lab.)

1993-07-01T23:59:59.000Z

333

Getting Excited Again Over Energy  

E-Print Network (OSTI)

Competition is the name of the game for each of you. It really doesn't matter whether you are in a utility, industry, or have a commercial building operation. Today' s competitive forces are straining the intellect and guts of management to maintain a proactive, balanced, aggressive competitive strategy. The executives that rest on their laurels will soon find themselves flat on their butt! But, there are so many strategies that are being offered by experts, that you probably are wondering if I'm going to give you another theory "z." Well, the good news is that I am probably not going to say anything that you haven't heard before, but hopefully I can offer some specific suggestions based upon these theories that will make it more useful.

Gilbert, J. S.

1987-09-01T23:59:59.000Z

334

Field Sampling Plan for the Operable Units 6-05 and 10-04 Remedial Action, Phase IV  

SciTech Connect

This Field Sampling Plan outlines the collection and analysis of samples in support of Phase IV of the Waste Area Group 10, Operable Units 6-05 and 10-04 remedial action. Phase IV addresses the remedial actions to areas with the potential for unexploded ordnance at the Idaho National Laboratory Site. These areas include portions of the Naval Proving Ground, the Arco High-Altitude Bombing Range, and the Twin Buttes Bombing Range. The remedial action consists of removal and disposal of ordnance by high-order detonation, followed by sampling to determine the extent, if any, of soil that might have been contaminated by the detonation activities associated with the disposal of ordnance during the Phase IV activities and explosives during the Phase II activities.

R. Wells

2006-11-14T23:59:59.000Z

335

End effects on elbows subjected to moment loadings  

SciTech Connect

So-called ''end effects'' for moment loadings on short-radius and long-radius butt welding elbows of various arc lengths are investigated with a view toward providing more accurate design formulas for critical piping systems. Data developed in this study, along with published information, were used to develop relatively simple design equations for elbows attached at both ends to long sections of straight pipe. These formulas are the basis for an alternate ASME Code procedure for evaluating the bending moment stresses in Class 1 nuclear piping (ASME Code Case N-319). The more complicated problems of elbows with other end conditions, e.g., flanges at one or both ends, are also considered. Comparisons of recently published experimental and theoretical studies with current industrial code design rules for these situations indicate that these rules also need to be improved.

Rodabaugh, E.C.

1982-01-01T23:59:59.000Z

336

End effects on elbows subjected to moment loadings. [PWR; BWR  

SciTech Connect

So-called end effects for moment loadings on short-radius and long-radius butt welding elbows of various arc lengths are investigated with a view toward providing more accurate design formulas for critical piping systems. Data developed in this study, along with published information, were used to develop relatively simple design equations for elbows attached at both ends to long sections of straight pipe. These formulas are the basis for an alternate ASME Code procedure for evaluating the bending moment stresses in Class 1 nuclear piping (ASME Code Case N-319). The more complicated problems of elbows with other end conditions, e.g., flanges at one or both ends, are also considered. Comparisons of recently published experimental and theoretical studies with current industrial code design rules for these situations indicate that these rules also need to be improved.

Rodabaugh, E.C.; Moore, S.E.

1982-01-01T23:59:59.000Z

337

The Development of a Coordinated Database for Water Resources and Flow Model in the Paso Del Norte Watershed (Phase III) Part III GIS Coverage for the Valle de Jurez Irrigation District 009 (ID-009) (Distrito de Riego 009) Chihuahua, Mxico  

E-Print Network (OSTI)

This report fulfills the deliverables required by the cooperative agreement between the U.S. Army Corps of Engineers and Texas Agricultural Experiment Station (TAES/03-PL- 02: Modification No. 3) on behalf of the Paso del Norte Watershed Council. Tasks accomplished in this phase include (a) assessment of data availability for expansion of the URGWOM model, identification of data gaps, generation of data needed from historic data using empirical methods, compilation and verification of the water quality data for reaches between the Elephant Butte Reservoir, New Mexico and Fort Quitman, Texas; (b) development of the RiverWare physical model for the Rio Grande flow for the selected reaches between Elephant Butte Reservoir and El Paso, beginning with a conceptual model for interaction of surface water and groundwater in the Rincon and Mesilla valleys, and within the limits of available data; and (c) implementation of data transfer interface between the coordinated database and hydrologic models. This Project was conducted by researchers at Texas A&M University (TAMU) and New Mexico State University (NMSU) under the direction of Zhuping Sheng of TAMU and J. Phillip King of New Mexico State University. It was developed to enhance the coordinated database, which was originally developed by the Paso del Norte Watershed Council with support of El Paso Water Utilities to fulfill needs for better management of regional water resources and to expand the Upper Rio Grande Water Operations Model (URGWOM) to cover the river reaches between Elephant Butte Dam, New Mexico and Fort Quitman, Texas. In Phases I and II of this Project (TAES/03-PL-02), hydrological data needed for flow model development were compiled and data gaps were identified and a conceptual model developed. The objectives of this phase were to develop a physical model of the Rio Grande flow between Elephant Butte Dam and American Dam by using data collected in the first development phase of the PdNWC/Corps Coordinated Water Resources Database and to enhance the data portal capabilities of the PdNWC Coordinated Database Project. This report is Part III of a three part completion report for Phase III and provides information on water sources, uses, and GIS of the canals and ditches of the Valle de Jurez Irrigation District 009 (ID 009) in the Jurez Lower Valley, Chihuahua, Mxico. The author explains that the water needs of this region have changed in recent years from being primarily for agricultural purposes to domestic and industrial uses currently. Also, the United States wanted to assess and identify new data sources on a GIS format for the Mexican side. Therefore, this project produced several maps with the location of channels and ditches along the Valle de Jurez Irrigation District. This information also will support water planning of the Valle de Jurez Irrigation District 009. The maps were produced from existing digital data regarding water resources and by adding thematic layers such as soil salinity and soil texture from analog maps. ASTER satellite imagery and official panchromatic aerial photography were used to produce the maps.

Granados, Alfredo; Srinivasan, Raghavan; Sheng, Zhuping; King, J. Phillip; Creel, Bobby; Brown, Christopher; Michelsen, Ari

2009-01-01T23:59:59.000Z

338

MHD generator component development. Quarterly report, July 1983-September 1983  

DOE Green Energy (OSTI)

The overall objectives of this program are two-fold: (1) To contribute, by appropriate systematic experimental and analytical investigations, to the engineering data base necessary for the design and construction of MHD generators at CDIF-scale (50 MW/sub th/) and baseload scale (2000 MW/sub th/). (2) To design and fabricate specific hardware items to be tested at the CDIF site in Butte, Montana. The program consists of a series of related tasks: (1) MHD channel design and performance; (2) MHD channel construction and lifetime; (3) MHD channel loading and control; (4) facility operation; (5) CDIF related hardware; and (6) high interaction tests of a supersonic channel. Progress is reported. (WHK)

Not Available

1983-11-01T23:59:59.000Z

339

10_9:Layout 1.qxd  

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

NOTICE NOTICE OTICE Two minor electrical incidents in the past months at the APS resulted in a minor shock from inadequately grounded equipment, and a damaged stainless steel waterline when an arc occurred between the waterline and defective heat tape. The investigation of the shock incident identified several deficiencies in the electrical grounding of equipment carts (right) purchased from a reputable electrical manufacturer. The defective grounding of one of the carts resulted in a shock from ~60-V AC when an employee leaned against the cart while in contact with a well-grounded surface. An examination of the cart and all others like it at the APS identified improper grounding such as loose ground wiring, grounding to painted surfaces, and a butt-splice in ground

340

Property:Geothermal/Awardees | Open Energy Information  

Open Energy Info (EERE)

Awardees Awardees Jump to: navigation, search Property Name Geothermal/Awardees Property Type String Description Awardees (Company / Institution) Pages using the property "Geothermal/Awardees" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + Magma Energy + A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + Montana Tech of The University of Montana + A Geothermal District-Heating System and Alternative Energy Research Park on the NM Tech Campus Geothermal Project + New Mexico Institute of Mining and Technology +

Note: This page contains sample records for the topic "lookout butte buckhorn" from the National Library of EnergyBeta (NLEBeta).
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341

Categorical Exclusion Determinations: Western Area Power  

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

December 16, 2009 December 16, 2009 CX-000556: Categorical Exclusion Determination Willoby Substation Construction Project-Weld County, Colorado CX(s) Applied: B4.11 Date: 12/16/2009 Location(s): Weld County, Colorado Office(s): Western Area Power Administration-Rocky Mountain Region December 2, 2009 CX-000555: Categorical Exclusion Determination Boysen-Pilot Butte 115-kilovolt Transmission Line Vegetation Management and Access Road Maintenance CX(s) Applied: B1.3 Date: 12/02/2009 Location(s): Fremont County, Wyoming Office(s): Western Area Power Administration-Rocky Mountain Region November 16, 2009 CX-000554: Categorical Exclusion Determination Ogallala Substation KY1A Transformer Replacement CX(s) Applied: B4.6 Date: 11/16/2009 Location(s): Ogallala, Nebraska Office(s): Western Area Power Administration-Rocky Mountain Region

342

2012 Domestic Uranium Production Report  

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

5. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status at end of the year, 2008-2012" 5. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status at end of the year, 2008-2012" "In-Situ-Leach Plant Owner","In-Situ-Leach Plant Name","County, State (existing and planned locations)","Production Capacity (pounds U3O8 per year)","Operating Status at End of the Year" ,,,,2008,2009,2010,2011,2012 "Cameco","Crow Butte Operation","Dawes, Nebraska",1000000,"Operating","Operating","Operating","Operating","Operating" "Hydro Resources, Inc.","Church Rock","McKinley, New Mexico",1000000,"Partially Permitted And Licensed","Partially Permitted And Licensed","Partially Permitted And Licensed","Partially Permitted And Licensed","Partially Permitted And Licensed"

343

3rd Quarter 2013 Domestic Uranium Production Report  

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

4. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status" 4. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status" "In-Situ-Leach Plant Owner","In-Situ-Leach Plant Name","County, State (existing and planned locations)","Production Capacity (pounds U3O8 per year)","Operating Status at End of" ,,,,2012,"1st Quarter 2013","2nd Quarter 2013","3rd Quarter 2013" "Cameco","Crow Butte Operation","Dawes, Nebraska",1000000,"Operating","Operating","Operating","Operating" "Hydro Resources, Inc.","Church Rock","McKinley, New Mexico",1000000,"Partially Permitted And Licensed","Partially Permitted And Licensed","Partially Permitted And Licensed","Partially Permitted And Licensed"

344

Oil Recovery Increases by Low-Salinity Flooding: Minnelusa and Green River Formations  

Science Conference Proceedings (OSTI)

Waterflooding is by far the most widely used method in the world to increase oil recovery. Historically, little consideration has been given in reservoir engineering practice to the effect of injection brine composition on waterflood displacement efficiency or to the possibility of increased oil recovery through manipulation of the composition of the injected water. However, recent work has shown that oil recovery can be significantly increased by modifying the injection brine chemistry or by injecting diluted or low salinity brine. This paper reports on laboratory work done to increase the understanding of improved oil recovery by waterflooding with low salinity injection water. Porous media used in the studies included outcrop Berea sandstone (Ohio, U.S.A.) and reservoir cores from the Green River formation of the Uinta basin (Utah, U.S.A.). Crude oils used in the experimental protocols were taken from the Minnelusa formation of the Powder River basin (Wyoming, U.S.A.) and from the Green River formation, Monument Butte field in the Uinta basin. Laboratory corefloods using Berea sandstone, Minnelusa crude oil, and simulated Minnelusa formation water found a significant relationship between the temperature at which the oil- and water-saturated cores were aged and the oil recovery resulting from low salinity waterflooding. Lower aging temperatures resulted in very little to no additional oil recovery, while cores aged at higher temperatures resulted in significantly higher recoveries from dilute-water floods. Waterflood studies using reservoir cores and fluids from the Green River formation of the Monument Butte field also showed significantly higher oil recoveries from low salinity waterfloods with cores flooded with fresher water recovering 12.4% more oil on average than those flooded with undiluted formation brine.

Eric P. Robertson

2010-09-01T23:59:59.000Z

345

Evaluation of Escherichia coli O157:H7 Translocation and Decontamination for Beef Vacuum-packaged Subprimals Destined for Non-intact Use  

E-Print Network (OSTI)

The translocation of Escherichia coli O157:H7 as well as the impact of water washing and partial or complete surface trimming as possible pathogen reduction strategies were evaluated for vacuum-packaged beef subprimals destined for non-intact use. Cap-on and cap-off beef top sirloin butts were inoculated with two levels of E. coli O157:H7! a high-inoculum at approximately 10^4 CFU/cm^2 and a low-inoculum at approximately 10^2 CFU/cm^2. Following inoculation, the subprimals were vacuum packaged and stored for either 0, 14, or 28 days. Upon opening, the following sites were evaluated: exterior of the bag, purge, the inoculation site on the subprimal, the area adjacent to the inoculation site, and the surface opposite from the inoculation site. The following treatments then were applied: water wash, water wash followed by full-surface trimming, water wash followed by partial-surface trimming, full-surface trimming, full-surface trimming followed by water wash, partial-surface trimming, and partial-surface trimming followed by water wash. For both high and low inoculated top sirloin butts, contamination of adjacent and opposite surfaces was found after vacuum packaging. Of the treatments applied, water washing alone and partial-surface trimming were the least effective for both high and low inoculated subprimals. Full trimming, with or without a water wash, proved to be the most effective treatment used to reduce E. coli O157:H7 to non-detectable levels.

Lemmons, Jacob Lynn

2011-05-01T23:59:59.000Z

346

Epidemiology and Control of Infectious Diseases of Salmonids in the Columbia River Basin, 1986 Annual Report.  

DOE Green Energy (OSTI)

The Department of Microbiology at Oregon State University with funding from the Bonneville Power Administration conducted a study relating to the epidemiology and control of three fish diseases of salmonids in the Columbia River Basin. These three diseases were ceratomyxosis caused by the myxosporidan parasite Ceratomyxa Shasta, bacterial kidney disease, the causative agent Renibacterium salmoninarum, and infectious hematopoietic necrosis, caused by a rhabdovirus. Each of these diseases is highly destructive and difficult or impossible to treat with antimicrobial agents. The geographic range of the infectious stage of C. Shasta has been extended to include the Snake River to the Oxbow and Hells Canyon Dams. These are the farthest upriver sites tested. Infections of ceratomyxosis were also initiated in the east fork of the Lewis River and in the Washougal River in Washington. Laboratory studies with this parasite failed to indicate that tubeficids are required in its life cycle. Bacterial kidney disease has been demonstrated in all life stages of salmonids: in the eggs, fry, smolts, juveniles and adults in the ocean, and in fish returning to fresh water. Monoclonal antibodies produced against R. salmoninarum demonstrated antigenic differences among isolates of the bacterium. Monoclonal antibodies also showed antigens of R. salmoninarum which are similar to those of a wide variety of gram positive and gram negative bacteria. A demonstration project at Round Butte Hatchery showed U V treatment to be an effective method for reducing the microbial population of the water supply and could reduce risks of IHNV. Tangential flow filtration was used successfully to concentrate IHNV from environmental water. At Round Butte Hatchery the carrier rate of IHNV in adults was very low and there was no subsequent mortality resulting from IHN in juveniles.

Fryer, John L.

1986-12-01T23:59:59.000Z

347

Green River Formation water flood demonstration project. Report for the period October 1992--March 1994  

SciTech Connect

The current project targeted three fluvial deltaic reservoirs in the Uinta Basin, Utah. In primary recovery, the performance of the Monument Butte unit was typical of an undersaturated reservoir whose initial pressure was close to the bubble point pressure. The unit was producing at a rate of 40 stb/day when the water flood was initiated. The unit has been producing at more than 300 stb/day for the past four years. The reservoir characteristics of Monument Butte were established in the geologic characterization study. The reservoir fluid properties were measured in the engineering study. Results of a comprehensive reservoir simulation study using these characteristics provided excellent match with the field production data. Extended predictions using the model showed that it would be possible to recover a total of 20--25% of the oil in place. In the Travis unit, logs from the newly drilled 14a-28 showed extensively fractured zones. A new reservoir was discovered and developed on the basis of the information provided by the formation micro imaging logs. This reservoir also behaved in a manner similar to undersaturated reservoirs with initial reservoir pressures close to the reservoir fluid bubble point. The water flood activity was enhanced in the Travis unit. Even through the reservoir continued to be gradually pressurized, the water flood in the Travis unit appeared to be significantly affected by existing or created fractures. A dual-porosity, dual permeability reservoir model provided a good match with the primary production history. The well drilled in the Boundary unit did not intersect any producible zones, once again illustrating the unique challenges to developing fluvial deltaic reservoirs.

Pennington, B.I.; Lomax, J.D. [Lomax Exploration Co., Salt Lake City, UT (United States); Neilson, D.L.; Deo, M.D. [Univ. of Utah, Salt Lake City, UT (United States)

1994-12-01T23:59:59.000Z

348

Pricing and Conservation of Irrigation Water in Texas and New Mexico  

E-Print Network (OSTI)

Two possible policy alternatives for management of limited water supplies in arid portions of Texas and New Mexico were analyzed for economic feasibility. Detailed studies of the potential impact of a water accumulation policy for each of two irrigation districts (El Paso County Water Improvement District No. 1 in Texas, and the Elephant Butte Irrigation District in New Mexico) were undertaken using temporal linear programming techniques. Current cropping practices, soils, groundwater conditions, historical surface water allocations for Elephant Butte Reservoir and evaporation rates were incorporated within the analysis. Estimates of the benefits of accumulation of surplus portions of irrigation district member's annual surface water allocations, with subsequent use of the unevaporated portion in later years, were deemed insufficient to cover anticipated administrative costs of implementing the proposed policy. This suggests current allocations approximate a temporal optimum. Sensitivity analyses showed greater potential benefits, however, if current groundwater conditions worsen. Additional analysis of possible price-induced water conservation for the areas within the two states currently mining groundwater from the exhaustible Ogallala aquifer was also undertaken. The High Plains of Texas served as the representative region of study, with results assumed to be analogous for the portions of Eastern New Mexico relying on the Ogallala. Both static and temporal effects of a per unit tax on water pumpage and net returns were examined using a recursive linear programming model. Results indicated that imposition of a $20 per acre-foot tax on water pumped induced very little change in water use over a 40 year period, while reducing the present value of producer net returns from 9% to 27% depending upon initial groundwater conditions and the irrigation technology in use. These results imply that a price induced water conservation policy for the Ogallala is not economically justified.

Ellis, John R.; Lacewell, Ronald D.; Cornforth, G. C.; Teague, P. W.

1983-10-01T23:59:59.000Z

349

Giant weathering pits in the Entrada Sandstone, southeastern Utah: Preliminary findings  

SciTech Connect

Giant weathering pits formed in outcrops of the lower Entrada Sandstone slickrock of Jurassic age are present in two areas in the Glen Canyon region of arid southeastern Utah. The pits are far larger than any previously described in the geologic literature. The pits near Cookie Jar Butte are commonly cylindrical, typically have low width-to-depth ratios (1.5--3.6), and have a depth of closure of as much as 18 m. There are no obvious lithologic or structural controls that determine their shape or location. Many of the pits at Rock Creek Bay are elongate; several of them have long axes in excess of 53 m, and the longest one is 74 m. Many of the pit walls are breached at the top, and the depth of closure is generally less than 6 m. The shapes of these pits are influenced by point orientation and pit coalescence. Thin-section analyses of near-surface sandstone cores taken near Cookie Jar Butte from pit walls, floors, and rims reveal no significant diagenetic alteration of the fine-grained to very fine frained quartzose sandstone (quartz arenite). Quartz grains appear fresh, and feldspar grains are only slightly weathered. The cement between the grains is mostly CaCO[sub 3]. In several of the pits in both areas sandy sediment veneers the bedrock floor. This sediment is similar in character to the adjacent sandstone and is probably locally derived. Possible origins of the giant pits include various physical, chemical, and biological weathering processes that initiate pit development, followed by excavation by plunge-pool action, wind deflation, dissolution, and piping. Preliminary field and laboratory data do not clearly identify and single process of group of processes that account for pit development.

Netoff, D.I. (Sam Houston State Univ., Huntsville, TX (United States). Dept. of Geography and Geology); Shroba, R.R. (Geological Survey, Denver, CO (United States))

1993-04-01T23:59:59.000Z

350

Dry Versus Wet Aging of Beef: Retail Cutting Yields and Palatability Evaluations of Steaks Using Alternative Cutting Styles  

E-Print Network (OSTI)

Boneless ribeye rolls (n = 12) and boneless top sirloin butts (n = 12) were obtained from heavy weight carcasses (mean = 407.8 kg), assigned to one of two aging treatments (dry or wet) and aged for 35 days at a commercial aging facility. Cutting tests were performed at the end of the aging period to determine retail yields. Subprimals were fabricated using the Beef Alternative Merchandising cutting styles, isolating four specific muscles: M. spinalis thoracis, M. longissimus thoracis, M. gluteobiceps, and M. gluteus medius. Retail cutting tests showed wet-aged subprimals had higher (P < 0.0001) total saleable yield percentages with decreased cooler shrink and gross cut loss percentages. This resulted in wet-aged ribeye rolls and top sirloin butts yielding 1.5 times and 1.3 times more saleable product than dry-aged counterparts, respectively. In order to determine palatability characteristics, consumer sensory evaluations and trained panel evaluations were preformed. Palatability related to aging and muscle type resulted in significant differences. From a consumer standpoint, aging treatment influenced OLIKE, FLAV, FLEVEL, and BEEFLIKE but only through the interaction of aging treatment x muscle. Clearly, consumers rated the wet-aged, M. spinalis thoracis highest in each of the previously stated attributes. Aging also affected JUIC, whereas muscle type had a significant (P < 0.0001) effect on FLVBF, TEND, LEVTEND, JUIC, and LEVJUIC. As far as trained sensory attributes were concerned, a more concrete flavor profile of aged beef was obtained. In addition, dry-aged steaks had greater (P < 0.0001) cooking yield percentages when compared to wet-aged steaks.

Smith, Amanda 1987-

2012-12-01T23:59:59.000Z

351

Repository site definition in basalt: Pasco Basin, Washington  

SciTech Connect

Discussion of the regional setting, geology, hydrology, and geochemistry of the Pasco Basin are included in this report. Pasco basin is a structural and topographic basin of approximately 2000 mi/sup 2/ (5180 km/sup 2/) located within the Yakima Fold Belt Subprovince of the Columbia Plateau. The stratigraphic sequence within the basin consists of an undetermined thickness of lower Miocene and younger flood basalts with interbedded and overlying sedimentary units. This sequence rests upon a basement of probably diverse rock types that may range in age from precambrian through early Tertiary. Although a large amount of information is available on the hydrology of the unconfined aquifer system, ground-water flow within the basin is, in general, poorly understood. Recharge areas for the Mabton interbed and the Saddle Mountains Formation are the highlands surrounding the basin with the flow for these units toward Gable Butte - Gable Mountain and Lake Wallula. Gable Butte - Gable Mountain probably is a ground-water sink, although the vertical flow direction in this zone is uncertain. The amount of upward vertical leakage from the Saddle Mountains Formation into the overlying sediments or to the Columbia River is unknown. Units underlying the Mabton interbed may have a flow scheme similar to those higher units or a flow scheme dominated by interbasin flow. Upward vertical leakage either throughout the basin, dominantly to the Columbia River, or dominantly to Lake Wallula has been proposed for the discharge of the lower units. None of these proposals is verified. The lateral and vertical distribution of major and minor ions in solution, Eh and pH, and ion exchange between basalt and ground-water are not well defined for the basin. Changes in the redox potential from the level of the subsurface facility to the higher stratigraphic levels along with the numerous other factors influencing K/sub d/, result in a poor understanding of the retardation process.

Guzowski, R.V.; Nimick, F.B.; Muller, A.B.

1982-03-01T23:59:59.000Z

352

Sagebrush Flat Wildlife Area 2008 Annual Report.  

DOE Green Energy (OSTI)

The Sagebrush Flat Wildlife Area is a 12,718 acre complex located in Douglas County, Washington. Four distinct management units make up the area: Bridgeport, Chester Butte, Dormaier and Sagebrush Flat. The four Units are located across a wide geographic area within Douglas County. The Units are situated roughly along a north/south line from Bridgeport in the north to the Douglas/Grant county line in the south, 60 miles away. The wildlife area was established to conserve and enhance shrubsteppe habitat for the benefit shrubsteppe obligate and dependent wildlife species. In particular, the Sagebrush Flat Wildlife Area is managed to promote the recovery of three state-listed species: Columbian sharp-tailed grouse (threatened), greater sage grouse (threatened) and the pygmy rabbit (endangered). The US Fish and Wildlife Service also list the pygmy rabbit as endangered. Wildlife area staff seeded 250 acres of old agricultural fields located on the Sagebrush Flat, Dormaier and Chester Butte units. This has been a three project to reestablish high quality shrubsteppe habitat on fields that had either been abandoned (Dormaier) or were dominated by non-native grasses. A mix of 17 native grasses and forbs, most of which were locally collected and grown, was used. First year maintenance included spot spraying Dalmatian toadflax on all sites and mowing annual weeds to reduce competition. Photo points were established and will be integral to long term monitoring and evaluation. Additional monitoring and evaluation will come from existing vegetation transects. This year weed control efforts included spot treatment of noxious weeds, particularly Dalmatian toadflax, in previously restored fields on the Bridgeport Unit (150 acres). Spot treatment also took place within fields scheduled for restoration (40 acres) and in areas where toadflax infestations are small and relatively easily contained. Where toadflax is so widespread that chemical treatment would be impractical, we use the bioagent Mecinus janthinus, available through Professor Gary Piper of Washington State University. This year we released 4,000 M. janthinus on the Bridgeport Unit at 6 separate locations. Since 2002 we have released approximately 14,400 of these insects, 80% of these on the Bridgeport Unit. Additional weed control activities included mowing and spot spraying more than 32 miles of roads, cutting and removal of annual weeds within fenced deer exclosures. We upgraded the solar powered irrigation system that supplies water to a stand of water birch trees planted in 2002. Wildlife area staff designed and built a new solar array and installed a higher capacity pump. The increased capacity will ensure that these trees receive adequate water through the hot summer months and allow us to create at least one additional stand. This project is an important part in our effort to expand the available winter habitat for sharp-tailed grouse on the Bridgeport Unit. Maintenance of fences, parking areas and roads continued during throughout the year. Two parking areas, at Chester Butte and Bridgeport, were graded and additional gravel added. Roads on the Bridgeport Unit were graded and repaired following spring runoff. Trespass and dumping issues have increased in recent years on the Bridgeport Unit. To address these problems we constructed four steel gates at access points on this unit. Each gate is tubular steel attached to 8-inch diameter steel posts, 10 feet long that are cemented into the ground. Two gates allow access to BPA substation facilities and power-line right-of ways so placement, construction and locking issues had to be coordinated with BPA's Real Estate staff in Spokane. Environmental Compliance Documentation issues were addressed again this year. This process has the potential to cause delays the completion of projects within the fiscal year. With this in mind and an eye toward the future, we requested that several projects planned for the coming years be surveyed this year. Beginning in August of 2007, area staff worked with BPA staff to identify work elements

Peterson, Dan [Washington Department of Fish and Wildlife

2008-11-03T23:59:59.000Z

353

Epidemiology and Control of Infectious Diseases of Salmonids in the Columbia River Basin, 1984 Annual Report.  

DOE Green Energy (OSTI)

The Department of Microbiology at Oregon State University with funding from the Bonneville Power Administration has conducted a study since 1983 relating to the epidemiology and control of three diseases of salmonids in the Columbia River Basin. These diseases are ceratomyxosis, caused by the protozoan parasite Ceratomyxa Shasta, bacterial kidney disease, the etiological agent of which is Renibacterium salmoninarum and infectious hematopoietic necrosis which is caused by a rhabdovirus. Each of these diseases is difficult or impossible to treat with antimicrobial agents. The presence of the infectious stage of C. shasta was again detected at Little Goose Dam on the Snake River. The prevalence of ceratomyxosis increased from 1.1% in 1984 to 10% in 1985. None of the susceptible rainbow trout exposed in the Yakima and Umatilla Rivers died of this disease. Ceratomyxosis in resistant chinook salmon smolts seined from the Columbia River just above the estuary seems dependent on whether or not they are held after capture in fresh or salt water. In fresh water the disease incidence ranged from 7--19%, whereas in salt water it ranged from 0--3%. These results which suggest that recovery from ceratomyxosis may occur after the smolts enter salt water are different from those obtained with susceptible Alsea steelhead trout where experimental groups in salt water have died at the same rate as those in fresh water. Comparing data from groups of Columbia River chinook smolts held after capture in either fresh or salt water, R. salmoninarum is a much more effective pathogen in the salt water environment. After four years of sampling smolts in the open ocean, numbers of this microorganism sufficient to cause death have been detected in chinook (7%) and, coho salmon (2%) and steelhead trout (1%). Results from three years of sampling have consistently indicated that additional fish infected with R. salmoninarum will be detected if egg washings are included in the procedures for monitoring bacterial kidney disease in adults. Antigenic differences among strains of R. salmoninarum and common antigens present on both R. salmoninarum and other Gram positive bacteria have been demonstrated for the first time using monoclonal antibodies. All of the monoclonal antibodies belong to the murine IgGl, IgG3 or TgG2a class and subclass. Field studies at Round Butte Hatchery with the molecular filtration apparatus detected IHNV in effluent water from the adult holding pond and in water from a tank containing steelhead trout fry infected with IHN disease. The concentrations of IHNV detected in these samples suggested that in the order of 10{sup 10} virions are being released each day into the Deschutes River at the peak of steelhead trout spawning at Round Butte Hatchery. Isolation of IHNV from dead eggs suggested that virus replication during incubation may be a possible cause of egg mortality. Two possible reasons for inconsistencies in the data from the IHNV transmission studies at Round Butte Hatchery are: (1) UV treatment does not completely sterilize the water and (2) vertical transmission occurs but under, as yet, undescribed conditions. Constant IHNV production over a prolonged period has been recorded in unfiltered ovarian fluid samples. Filtration eliminates this virus production. These observations suggest that cellular components in ovarian fluid are responsible for producing the delayed appearance of IHNV after storage at 4 C for 8 to 16 days.

Fryer, John L.

1985-11-01T23:59:59.000Z

354

Sagebrush Flat Wildlife Area 2008 Annual Report.  

Science Conference Proceedings (OSTI)

The Sagebrush Flat Wildlife Area is a 12,718 acre complex located in Douglas County, Washington. Four distinct management units make up the area: Bridgeport, Chester Butte, Dormaier and Sagebrush Flat. The four Units are located across a wide geographic area within Douglas County. The Units are situated roughly along a north/south line from Bridgeport in the north to the Douglas/Grant county line in the south, 60 miles away. The wildlife area was established to conserve and enhance shrubsteppe habitat for the benefit shrubsteppe obligate and dependent wildlife species. In particular, the Sagebrush Flat Wildlife Area is managed to promote the recovery of three state-listed species: Columbian sharp-tailed grouse (threatened), greater sage grouse (threatened) and the pygmy rabbit (endangered). The US Fish and Wildlife Service also list the pygmy rabbit as endangered. Wildlife area staff seeded 250 acres of old agricultural fields located on the Sagebrush Flat, Dormaier and Chester Butte units. This has been a three project to reestablish high quality shrubsteppe habitat on fields that had either been abandoned (Dormaier) or were dominated by non-native grasses. A mix of 17 native grasses and forbs, most of which were locally collected and grown, was used. First year maintenance included spot spraying Dalmatian toadflax on all sites and mowing annual weeds to reduce competition. Photo points were established and will be integral to long term monitoring and evaluation. Additional monitoring and evaluation will come from existing vegetation transects. This year weed control efforts included spot treatment of noxious weeds, particularly Dalmatian toadflax, in previously restored fields on the Bridgeport Unit (150 acres). Spot treatment also took place within fields scheduled for restoration (40 acres) and in areas where toadflax infestations are small and relatively easily contained. Where toadflax is so widespread that chemical treatment would be impractical, we use the bioagent Mecinus janthinus, available through Professor Gary Piper of Washington State University. This year we released 4,000 M. janthinus on the Bridgeport Unit at 6 separate locations. Since 2002 we have released approximately 14,400 of these insects, 80% of these on the Bridgeport Unit. Additional weed control activities included mowing and spot spraying more than 32 miles of roads, cutting and removal of annual weeds within fenced deer exclosures. We upgraded the solar powered irrigation system that supplies water to a stand of water birch trees planted in 2002. Wildlife area staff designed and built a new solar array and installed a higher capacity pump. The increased capacity will ensure that these trees receive adequate water through the hot summer months and allow us to create at least one additional stand. This project is an important part in our effort to expand the available winter habitat for sharp-tailed grouse on the Bridgeport Unit. Maintenance of fences, parking areas and roads continued during throughout the year. Two parking areas, at Chester Butte and Bridgeport, were graded and additional gravel added. Roads on the Bridgeport Unit were graded and repaired following spring runoff. Trespass and dumping issues have increased in recent years on the Bridgeport Unit. To address these problems we constructed four steel gates at access points on this unit. Each gate is tubular steel attached to 8-inch diameter steel posts, 10 feet long that are cemented into the ground. Two gates allow access to BPA substation facilities and power-line right-of ways so placement, construction and locking issues had to be coordinated with BPA's Real Estate staff in Spokane. Environmental Compliance Documentation issues were addressed again this year. This process has the potential to cause delays the completion of projects within the fiscal year. With this in mind and an eye toward the future, we requested that several projects planned for the coming years be surveyed this year. Beginning in August of 2007, area staff worked with BPA staff to identify work elements

Peterson, Dan [Washington Department of Fish and Wildlife

2008-11-03T23:59:59.000Z

355

Integrated Reservoir Characterization and Simulation Studies in Stripper Oil and Gas Fields  

E-Print Network (OSTI)

The demand for oil and gas is increasing yearly, whereas proven oil and gas reserves are being depleted. The potential of stripper oil and gas fields to supplement the national energy supply is large. In 2006, stripper wells accounted for 15% and 8% of US oil and gas production, respectively. With increasing energy demand and current high oil and gas prices, integrated reservoir studies, secondary and tertiary recovery methods, and infill drilling are becoming more common as operators strive to increase recovery from stripper oil and gas fields. The primary objective of this research was to support optimized production of oil and gas from stripper well fields by evaluating one stripper gas field and one stripper oil field. For the stripper gas field, I integrated geologic and engineering data to build a detailed reservoir characterization model of the Second White Specks (SSPK) reservoir in Garden Plains field, Alberta, Canada. The objectives of this model were to provide insights to controls on gas production and to validate a simulation-based method of infill drilling assessment. SSPK was subdivided into Units A ? D using well-log facies. Units A and B are the main producing units. Unit A has better reservoir quality and lateral continuity than Unit B. Gas production is related primarily to porosity-netthickness product and permeability and secondarily to structural position, minor structural features, and initial reservoir pressure. For the stripper oil field, I evaluated the Green River formation in the Wells Draw area of Monument Butte field, Utah, to determine interwell connectivity and to assess optimal recovery strategies. A 3D geostatistical model was built, and geological realizations were ranked using production history matching with streamline simulation. Interwell connectivity was demonstrated for only major sands and it increases as well spacing decreases. Overall connectivity is low for the 22 reservoir zones in the study area. A water-flood-only strategy provides more oil recovery than a primary-then-waterflood strategy over the life of the field. For new development areas, water flooding or converting producers to injectors should start within 6 months of initial production. Infill drilling may effectively produce unswept oil and double oil recovery. CO2 injection is much more efficient than N2 and CH4 injection. Water-alternating-CO2 injection is superior to continuous CO2 injection in oil recovery. The results of this study can be used to optimize production from Garden Plains and Monument Butte fields. Moreover, these results should be applicable to similar stripper gas and oil field fields. Together, the two studies demonstrate the utility of integrated reservoir studies (from geology to engineering) for improving oil and gas recovery.

Wang, Jianwei

2008-12-01T23:59:59.000Z

356

Using percolation techniques to estimate interwell connectivity probability  

E-Print Network (OSTI)

Reservoir connectivity is often an important consideration for reservoir management. For example, connectivity is an important control on waterflood sweep efficiency and requires evaluation to optimize injection well rates. The uncertainty of sandbody distributions, however, can make interwell connectivity prediction extremely difficult. Percolation models are a useful tool to simulate sandbody connectivity behavior and can be used to estimate interwell connectivity. This study discusses the universal characteristics of different sandbody percolation models and develops an efficient percolation method to estimate interwell connectivity. Using King and others results for fluid travel time between locations in a percolation model, we developed a method to estimate interwell connectivity. Three parameters are needed to use this approach: the sandbody occupied probabilitysandp, the dimensionless reservoir length, and the well spacing. To evaluate this new percolation method, the procedure was coded using Visual Basic and Mathematica and the results compared to those from two other methods, a simple geometrical model and Monte Carlo simulation. All these methods were applied to estimate interwell connectivity for the D1, D2, and D3 intervals in the Monument Butte field. The results suggest that the new percolation method can give reasonable effective-square sandbody dimensions and can estimate the interwell connectivity accurately for thin intervals with sandp in the 60% to 80% range. The proposed method requires that the reservoir interval for evaluation be sufficiently thin so that 2D percolation results can be applied. To extend the method to 3D cases, we propose an approach that can be used to estimate interwell connectivity for reservoirs having multiple, noncommunicating layers, and that considers the weight of each interval for multilayer estimation. This approach is applied to the three-layer case of Monument Butte field and the estimates showed the method gives useful results for well pattern design. For example, water saturation and interval thickness affect the weight of each interval to be included in the multilayer estimation. For thick intervals or heterogeneous sandbody distributions, the percolation method developed here is not suitable because it assumes thin layers. Future percolation research will be needed to adapt this new percolation method.

Li, Weiqiang

2007-08-01T23:59:59.000Z

357

NETL: Oil & Natural Gas Technologies Reference Shelf - Coalbed Methane  

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

Coalbed Methane Production and Reclamation Field Tour Coalbed Methane Production and Reclamation Field Tour Coalbed Methane Production and Reclamation Field Tour Author: John Wheaton, Montana Tech of the University of Montana, Butte, MT. Venue: The tour will be conducted starting in Gillette, WY, and extend along the northern Powder River Basin, on June 3, 2007, under the auspices of the American Society for Mining and Reclamation (http://ces.ca.uky.edu/asmr/ [external site]). Abstract: This field tour will emphasize successful reclamation in an alternative type of coal industry in the Powder River Basin: coalbed methane. The tour will leave Gillette, WY, at 7:30 a.m., Sunday, June 3, 2007, and travel to Sheridan, WY, and back, touring coalbed methane production areas. Stops will include active drilling and producing areas to learn about the footprint and approach to development of coalbed methane. Reclamation includes drilling pads and linear trenching for water and gas pipelines. Produced-water management is a major expense and concern. Among the water management options we plan to see are stock-watering facilities, infiltration ponds, irrigation sites, and water treatment facilities. A landowner will join us and be able to answer questions from the ranching perspective for part of the tour. Lunches are included in the price of the tour.

358

geo column legal.ai  

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

Teapot Dome Teapot Dome Geologic Column Natrona County, Wyoming T 38 & 39 N R 78 W Period Formation L i t h o l o g y T h i c k n e s s D e p t h ( f t ) P r o d u c t i v e Quaternary Alluvium Fox Hills Sandstone Lewis Shale Niobrara Shale Carlisle Shale Mesaverde Group Morrison Mowry Shale Muddy Sandstone Thermopolis Shale Dakota Lakota Goose Egg Tensleep Amsden Madison Undifferentiated Granite Steele Shale Frontier Sundance Chugwater Group Teapot Ss "Pumpkin Buttes shale" Parkman Ss Sussex Ss Shannon Ss 1st Wall Creek 2nd Wall Creek 3rd Wall Creek Upper Lower Crow Mountain Alcova LS Red Peak Outcropping units 195 515 635 1990 2440 3840 3975 4060 4070 4340 4435 4585 4665 4685 5205 5525 5845 6005 6305 7085 3825 3595 3330 3325 3150 3085 2840 2680 0-50 600 100 50 325 470 1355 195 30 290 120 480 160 245 65 240 450 265 230 15 135 85 5 175 80 150 95 270 10 160 320 320 520

359

Property:Geothermal/Objectives | Open Energy Information  

Open Energy Info (EERE)

Objectives Objectives Jump to: navigation, search Property Name Geothermal/Objectives Property Type Text Description Objectives Pages using the property "Geothermal/Objectives" Showing 25 pages using this property. (previous 25) (next 25) A A 3D-3C Reflection Seismic Survey and Data Integration to Identify the Seismic Response of Fractures and Permeable Zones Over a Known Geothermal Resource at Soda Lake, Churchill Co., NV Geothermal Project + Apply three-dimensional/three-component (3D-3C) reflection seismic technology to define transmissive geothermal structures at the Soda Lake Geothermal area, Churchill County, NV. A Demonstration System for Capturing Geothermal Energy from Mine Waters beneath Butte, MT Geothermal Project + Install a heat-pump system in Montana Tech's new Natural Resources Building that will (a) provide efficient, geothermally based, climate control for the building, and (b) demonstrate the efficacy of using mine waters for heat pump systems. At a minimum, the system capacity will be in the 50- to 100-ton range, but could be larger if economics warrant.

360

Domestic Uranium Production Report  

Gasoline and Diesel Fuel Update (EIA)

5. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status at end of the year, 2008-2012 5. U.S. uranium in-situ-leach plants by owner, location, capacity, and operating status at end of the year, 2008-2012 In-Situ-Leach Plant Owner In-Situ-Leach Plant Name County, State (existing and planned locations) Production Capacity (pounds U3O8 per year) Operating Status at End of the Year 2008 2009 2010 2011 2012 Cameco Crow Butte Operation Dawes, Nebraska 1,000,000 Operating Operating Operating Operating Operating Hydro Resources, Inc. Crownpoint McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Hydro Resources,Inc. Church Rock McKinley, New Mexico 1,000,000 Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed Partially Permitted And Licensed

Note: This page contains sample records for the topic "lookout butte buckhorn" 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

Development of an advanced process for drying fine coal in an inclined fluidized bed  

SciTech Connect

The objective of this research project was to demonstrate a technically feasible and economically viable process for drying and stabilizing high-moisture subbituminous coal. Controlled thermal drying of coal fines was achieved using the inclined fluidized-bed drying and stabilization process developed by the Western Research Institute. The project scope of work required completion of five tasks: (1) project planning, (2) characterization of two feed coals, (3) bench-scale inclined fluidized-bed drying studies, (4) product characterization and testing, and (5) technical and economic evaluation of the process. High moisture subbituminous coals from AMAX Eagle Butte mine located in the Powder River Basin of Wyoming and from Usibelli Coal Mine, Inc. in Healy, Alaska were tested in a 10-lb/hr bench-scale inclined fluidized-bed. Experimental results show that the dried coal contains less than 1.5% moisture and has a heating value over 11,500 Btu/lb. The coal fines entrainment can be kept below 15 wt % of the feed. The equilibrium moisture of dried coal was less than 50% of feed coal equilibrium moisture. 7 refs., 60 figs., 47 tabs.

Boysen, J.E.; Cha, C.Y.; Barbour, F.A.; Turner, T.F.; Kang, T.W.; Berggren, M.H.; Hogsett, R.F.; Jha, M.C.

1990-02-01T23:59:59.000Z

362

MHD Integrated Topping Cycle Project  

DOE Green Energy (OSTI)

The overall objective of the project is to design and construct prototypical hardware for an integrated MHD topping cycle, and conduct long duration proof-of-concept tests of integrated system at the US DOE Component Development and Integration Facility in Butte, Montana. The results of the long duration tests will augment the existing engineering design data base on MHD power train reliability, availability, maintainability, and performance, and will serve as a basis for scaling up the topping cycle design to the next level of development, an early commercial scale power plant retrofit. The components of the MHD power train to be designed, fabricated, and tested include: A slagging coal combustor with a rated capacity of 50 MW thermal input, capable of operation with an Eastern (Illinois {number sign}6) or Western (Montana Rosebud) coal, a segmented supersonic nozzle, a supersonic MHD channel capable of generating at least 1.5 MW of electrical power, a segmented supersonic diffuser section to interface the channel with existing facility quench and exhaust systems, a complete set of current control circuits for local diagonal current control along the channel, and a set of current consolidation circuits to interface the channel with the existing facility inverter.

Not Available

1992-01-01T23:59:59.000Z

363

MHD Integrated Topping Cycle Project. Thirteenth quarterly technical progress report, August 1, 1990--October 31, 1990  

DOE Green Energy (OSTI)

The overall objective of the project is to design and construct prototypical hardware for an integrated MHD topping cycle, and conduct long duration proof-of-concept tests of integrated system at the US DOE Component Development and Integration Facility in Butte, Montana. The results of the long duration tests will augment the existing engineering design data base on MHD power train reliability, availability, maintainability, and performance, and will serve as a basis for scaling up the topping cycle design to the next level of development, an early commercial scale power plant retrofit. The components of the MHD power train to be designed, fabricated, and tested include: A slagging coal combustor with a rated capacity of 50 MW thermal input, capable of operation with an Eastern (Illinois {number_sign}6) or Western (Montana Rosebud) coal, a segmented supersonic nozzle, a supersonic MHD channel capable of generating at least 1.5 MW of electrical power, a segmented supersonic diffuser section to interface the channel with existing facility quench and exhaust systems, a complete set of current control circuits for local diagonal current control along the channel, and a set of current consolidation circuits to interface the channel with the existing facility inverter.

Not Available

1992-01-01T23:59:59.000Z

364

Qualification of the Joints for the ITER Central Solenoid  

SciTech Connect

The ITER Central Solenoid has 36 interpancake joints, 12 bus joints, and 12 feeder joints in the magnet. The joints are required to have resistance below 4 nOhm at 45 kA at 4.5 K. The US ITER Project Office developed two different types of interpancake joints with some variations in details in order to find a better design, qualify the joints, and establish a fabrication process. We built and tested four samples of the sintered joints and two samples with butt-bonded joints (a total of eight joints). Both designs met the specifications. Results of the joint development, test results, and selection of the baseline design are presented and discussed in the paper. The ITER Central Solenoid (CS) consists of six modules. Each module is composed of six wound hexapancakes and one quadrapancake. The multipancakes are connected electrically and hydraulically by in-line interpancake joints. The joints are located at the outside diameter (OD) of the module. Cable in conduit conductor (CICC) high-current joints are critical elements in the CICC magnets. In addition to low resistivity, the CS joints must fit a space envelope equivalent to the regular conductor cross section and must have low hydraulic impedance and enough structural strength to withstand the hoop and compressive forces during operation, including cycling. This paper is the continuation of the work reported on the intermodule joints.

Martovetsky, N; Berryhill, A; Kenney, S

2011-09-01T23:59:59.000Z

365

DOE/EPA site demonstration  

DOE Green Energy (OSTI)

This Health and Safety Plan applies to the technology demonstration of the Retech, Inc., centrifugal furnace under the US Environmental Protection Agency's (EPA) Superfund Innovative Evaluation (SITE) Program. Retech will conduct a series of furnace tests at the Department of Energy's (DOE) Component Development and Integration Facility (CDIF) in Butte, Montana. MSE, operating contractor of the CDIF, will evaluate the furnace technology and determine the feasibility of further testing based on these demonstrations. This plan applies to the field demonstration at DOE's CDIF. This plan is designed to cover most work assignment activities under the Retech furnace evaluation to ensure safe and healthful conditions. Specific guidance is necessary for workers at the CDIF for the entire demonstration, addressing each of the known or expected safety hazards and contaminants. The layout of the exclusion zone and decontamination areas at the CDIF has been incorporated into this plan. This plan has been prepared in accordance with applicable federal regulations, but should the regulations be changed or if other situations require, the plan will be modified by the SITE Program Health and Safety Manager. The following items are covered in the plan: organization and responsibilities for the demonstration; hazard evaluation of the technology, test waste, and test site; contamination control zones; standard operating procedures (SOP) for the demonstration; protective and emergency equipment; exposure monitoring during test operations; medical surveillance; applicable safety and health regulations; and, references. 6 refs., 2 figs.

Not Available

1989-11-01T23:59:59.000Z

366

The intermountain power project commissioning - Subsynchronous torsional interaction tests  

SciTech Connect

Subsyncronous torsional vibration as a result of electrochemical interaction between the HVDC controls and a turbine-generator was first discovered during the commissioning of the Square Butte Project in 1977. The level of interaction between the HVDC controls and the turbine-generator depends on several interacting factors: the characteristic torsional frequencies of the turbine-generator, the bandwidth of the HVDC controls and the relative strength of the connecting ac system. For the Intermountain Power Project (IPP), early analysis of these interacting factors indicated that there exist definite potential for subsynchronous oscillation to occur. The calculated torsional frequencies of the IPP units showed that the first mode frequency is 14.0 Hz and is within the typical bandwidth of an HVDC control which is between 10-20 Hz. The HVDC controls, therefore, can influence the torsional stability of the IPP units. Further, the IPP turbine-generators are required to operate isolated on the HVDC rectifier terminal, with no other interconnecting ac network. This ''radial'' mode of operation will result in maximum interaction between the converter station and the IPP units. It became obvious that special measure must be implemented in the design of the IPP HVDC control system to modify its typical characteristics to avoid the occurrence of the subsynchronous oscillation. This paper presents the results of the subsynchronous torsional interaction (SSTI) tests that were performed during the commissioning of the IPP Unit 1 and the HVDC Transmission system.

Wu, C.T.; Peterson, K.J. (Dept. of Water and Power, Los Angeles, CA (US)); Pinko, R.J.; Kankam, M.D.; Baker, D.H. (General Electric Co., Schenectady, NY (US))

1988-10-01T23:59:59.000Z

367

Geopressured-geothermal well report. Volume I. Drilling and completion  

DOE Green Energy (OSTI)

Gladys McCall site activities are covered through the completion of the test well and salt water disposal well. The test well was drilled to a total depth of 16,510 feet, then plugged back to 15,831 feet. Three 4'' diameter diamond cores were taken for analysis. An existing well on site, the Getty-Butts Gladys McCall No. 1, was reentered and completed to a depth of 3514 feet as a salt water disposal well. The geologic interpretation of the Gladys McCall site indicated target sands for testing at 15,080 feet through 15, 831 feet. Reservoir fluid temperature at this depth is estimated to be approximately 313/sup 0/F and pressure is estimated to be +-12,800 psi. The preliminary reservoir volume estimate is 3.6 billion barrels of brine. The design wells program includes environmental monitoring of the Gladys McCall site by Louisiana State University. Field stations are set up to monitor surface and ground water quality, subsidence, land loss and shoreline erosion, and seismicity. As of December 31, 1981 the study shows no significant impact on the environment by site operations.

Not Available

1982-01-01T23:59:59.000Z

368

Production of low-cost hydrogen  

DOE Green Energy (OSTI)

The overall objective of the proposed effort is to verify at the laboratory scale, the ability of the MTCI indirectly heated fluid-bed gasifier to economically produce a hydrogen-rich product gas from liquefaction by-product streams and from char produced in mild gasification processes. Specifically, the proposed effort is aimed at developing an experimental technology data base by defining the process characteristics that would be required for process integration into an overall liquefaction system. This would result in substantial decreases in the cost of hydrogen for the production of competitively priced coal-derived liquid fuels. During this quarter, shakedown tests of the reactor were completed. Subbituminous coals from Black Thunder mine and Eagle Butte mine were obtained for use in mild gasification to produce char. During the initial shakedown tests, it was determined that a new pulse combustor was needed. A pulse combustor with a large aerovalve was fabricated and tested. Three shakedown tests with limestone as the fluid-bed medium were carried out at temperature from 1450{degree}F to 1550{degree}F.

Not Available

1990-01-01T23:59:59.000Z

369

Turbine vane structure  

DOE Patents (OSTI)

A liquid cooled stator blade assembly for a gas turbine engine includes an outer shroud having a pair of liquid inlets and a pair of liquid outlets supplied through a header and wherein means including tubes support the header radially outwardly of the shroud and also couple the header with the pair of liquid inlets and outlets. A pair of turbine vanes extend radially between the shroud and a vane platform to define a gas turbine motive fluid passage therebetween; and each of the vanes is cooled by an internal body casting of super alloy material with a grooved layer of highly heat conductive material that includes spaced apart flat surface trailing edges in alignment with a flat trailing edge of the casting joined to wall segments of the liner which are juxtaposed with respect to the internal casting to form an array of parallel liquid inlet passages on one side of the vane and a second plurality of parallel liquid return passages on the opposite side of the vane; and a superalloy heat and wear resistant imperforate skin covers the outer surface of the composite blade including the internal casting and the heat conductive layer; a separate trailing edge section includes an internal casting and an outer skin butt connected to the end surfaces of the internal casting and the heat conductive layer to form an easily assembled liquid cooled trailing edge section in the turbine vane.

Irwin, John A. (Greenwood, IN)

1980-08-19T23:59:59.000Z

370

LONG-TERM STABILITY TESTING RESULTS USING SURROGATES AND SORBENTS FOR SAVANNAH RIVER SITE ORGANIC AND AQUEOUS WASTESTREAMS - 10016  

SciTech Connect

The U.S. Department of Energy (DOE) has tasked MSE Technology Applications, Inc. (MSE) with evaluating the long-term stability of various commercially available sorbent materials to solidify two organic surrogate wastestreams (both volatile and nonvolatile), a volatile organic surrogate with a residual aqueous phase, an aqueous surrogate, and an aqueous surrogate with a residual organic phase. The Savannah River Site (SRS) Legacy and F-Canyon plutonium/uranium extraction (PUREX) process waste surrogates constituted the volatile organic surrogates, and various oils constituted the nonvolatile organic surrogates. The aqueous surrogates included a rainwater surrogate and an aqueous organic surrogate. MSE also evaluated the PUREX surrogate with a residual aqueous component with and without aqueous type sorbent materials. Solidification of the various surrogate wastestreams listed above was performed from 2004 to 2006 at the MSE Test Facility located in Butte, Montana. This paper summarizes the comparison of the initial liquid release test (LRT) values with LRT results obtained during subsequent sampling events in an attempt to understand and define the long-term stability characteristics for the solidified wastestreams.

Burns, H.

2009-11-10T23:59:59.000Z

371

Toxicity of metal-contaminated sediments from the upper Clark Fork River, Montana, to aquatic invertebrates and fish in laboratory exposures  

SciTech Connect

Sediments of the upper Clark Fork River, from the Butte and Anaconda area to Milltown Reservoir (230 km downstream), are contaminated with As, Cd, Cu, Pb, Mn, and Zn primarily from mining activities. The toxicity of pore water from these sediments was determined using Daphnia magna, rainbow trout, and Microtox[reg sign]. However, pore-water data from these exposures were questionable because of changes in the toxicity of pore-water samples after 5 to 7 d of storage. Whole-sediment tests were conducted with Hyalella azteca, Chironomus riparius, rainbow trout (Oncorhynchus mykiss) 21- to 28-d exposure and Daphnia magna. Sediment samples from Milltown Reservoir and the Clark Fork River were not generally lethal to test organisms. However, both reduced growth and delayed sexual maturation of amphipods were associated with exposure to elevated concentrations of metals in sediments from the reservoir and river. Relative sensitivity (most sensitive to least sensitive) of organisms in whole-sediment toxicity tests was: Hyalella azteca > Chironomus riparius > rainbow trout > Daphnia magna. Relative sensitivity (most sensitive to least sensitive) of the three end points evaluated with Hyalella azteca was: length > sexual maturation > survival. The lack of lethal effects on organisms may be related to temporal differences in sediment, acid-volatile sulfide, or organic carbon.

Kemble, N.E.; Brumbaugh, W.G.; Brunson, E.L.; Dwyer, F.J.; Ingersoll, C.G. (National Biological Survey, Columbia, MO (United States). Midwest Science Center); Monda, D.P. (Pyramid Lake Fisheries, Sutcliffe, NV (United States)); Woodward, D.F. (National Biological Survey, Jackson, WY (United States). Midwest Science Center)

1994-12-01T23:59:59.000Z

372

Use of benthic invertebrate community structure and the sediment quality triad to evaluate metal-contaminated sediment in the upper Clark Fork River, Montana  

SciTech Connect

The upper Clark Fork River, above Flathead River, is contaminated with large amounts of As, Cd, Cu, Pb, Mn, and Zn ores from past mining activities. The contaminated area extends from the Butte and Anaconda area to at least 230 km downstream to Milltown Reservoir. Both the upper Clark Fork River and Milltown Reservoir have been designated as US Environmental Protection Agency Superfund sites because of metal-contaminated bottom sediments. The authors evaluated the impacts of past mining activities on the Clark Fork River ecosystem using benthic invertebrate community assessment, residue chemistry, and toxicity testing. Oligochaeta and Chironomidae generally accounted for over 90% of the benthic invertebrate community in the soft sediment depositional areas. Taxa of Oligochaeta and Chironomidae were predominantly pollution tolerant. Higher numbers of Chironomidae genera were present at stations with higher concentrations of metals in sediment identified as toxic by the amphipod Hyalella azteca in 28-d exposures. Frequency of mouthpart deformities in genera of Chironomidae was low and did not correspond to concentrations of metals in sediment. Total abundance of organisms/m[sup 2] did not correspond to concentrations of metals in the sediment samples. Chemical analyses, laboratory toxicity tests, and benthic community evaluations all provide evidence of metal-induced degradation to aquatic communities in both the reservoir and the river. Using a weight-of-evidence approach--the Sediment Quality Triad--provided good concurrence among measures of benthic community structure, sediment chemistry, and laboratory toxicity.

Canfield, T.J.; Kemble, N.E.; Brumbaugh, W.G.; Dwyer, F.J.; Ingersoll, C.G.; Fairchild, J.F. (National Biological Survey, Columbia, MO (United States). Midwest Science Center)

1994-12-01T23:59:59.000Z

373

Effects of rainbow trout fry of a metals-contaminated diet of benthic invertebrates from the Clark Fork River, Montana  

Science Conference Proceedings (OSTI)

The upper Clark Fork River in northwestern Montana has received mining wastes from the Butte and Anaconda areas since 1880. These wastes have contaminated areas of the river bed and floodplain with tailings and heavy metal sludge, resulting in elevated concentration of metals in surface water, sediments, and biota. Rainbow trout Oncorhynchus mykiss were exposed immediately after hatching for 91 d to cadmium, copper, lead, and zinc in water at concentrations simulating those in Clark Fork River. From exogenous feeding (21 d posthatch) through 91 d, fry were also fed benthic invertebrates from the Clark Fork River that contained elevated concentrations of arsenic, cadmium, copper, and lead. Evaluations of different combinations of diet and water exposure indicated diet-borne metals were more important than water-borne metals - at the concentrations we tested - in reducing survival and growth of rainbow trout. Whole-body metal concentrations ([mu]g/g, wet weight) at 91 d in fish fed Clark Fork invertebrates without exposure to Clark Fork water were arsenic, 1.4; cadmium, 0.16; and copper, 6.7. These were similar to concentrations found in Clark Fork River fishes. Livers from fish on the high-metals diets exhibited degenerative changes and generally lacked glycogen vacuolation. Indigenous Clark Fork River invertebrates provide a concentrated source of metals for accumulation into young fishes, and probably were the cause of decreased survival and growth of age-0 rainbow trout in our laboratory exposures. 30 refs., 8 figs., 4 tabs.

Woodward, D.F. (National Fisheries Contaminant Research Center, Jackson, WY (United States)); Brumbaugh, W.G.; DeLonay, A.J.; Little, E.E. (National Fisheries Contaminant Research Center, Columbia, MO (United States)); Smith, C.E. (Bozeman Fish Technology Center, MT (United States))

1994-01-01T23:59:59.000Z

374

Geochemistry, age and strontium isotope composition of late tertiary and quaternary basalts and andesites in western Nevada and their relation to geothermal potential. Final report, October 1, 1982-December 31, 1983  

DOE Green Energy (OSTI)

This research was undertaken to characterize the late Cenozoic volcanic rocks associated with active geothermal systems in west-central Nevada. Petrographic and microprobe, geochemical and isotopic analysis and age dating techniques were used to characterize these young volcanic rocks. These data were combined with the limited data previously reported in the literature on these same volcanic areas to interpret their petrogenesis. The overall characterization resulted from integrating the petrogenesis with a structural-tectonic model of the region. Potassium-argon isotopic ages ranging up to 14 million years were determined for eight localities within the Reno 1 x 2/sup 0/ study region. These ages are consistent with the morphology of the volcanic landforms, the active geothermal systems associated with them, and with other isotopic ages reported in the literature for these and similar rocks within the study region. Petrographic analysis of hand specimens and thin-sections indicated mineralogic assemblages of the respective rock types and specific mineral textures and phenocryst compositions and characteristics. These identifications were further substantiated by microprobe analysis of selected phenocrysts and groundmass phases. Classification of the respective rock types was also based on chemical composition and normative calculations using the program PETCAL. Basaltic andesites are identified and described for Steamboat Hills, Table Mountain, Silver Springs, Churchill Butte, Cleaver Peak, Desert Peak and Carson City sites.

Fultz, L.A.; Bell, E.J.; Trexler, D.T.

1984-01-01T23:59:59.000Z

375

Microstructure and Strength Characteristics of Alloy 617 Welds  

Science Conference Proceedings (OSTI)

Three types of high-temperature joints were created from alloy 617 base metal: fusion welds, braze joints, and diffusion bonds. The microstructures of all joint types and tensile properties of fusion welds and braze joints were characterized. Sound fusion welds were created by the GTAW process with alloy 617 filler wire. Cross-weld tensile strengths were equal to the parent metal at temperatures of 25, 800, and 1000C; ductilities of the joints were only slightly lower than that of the parent metal. Failure occurred in the weld fusion zone at room temperature and in the parent metal at elevated temperatures. Incomplete wetting occurred in joints produced by vacuum brazing using AWS BNi-1 braze alloy, believed to be due to tenacious Al and Ti oxide formation. Incompletely bonded butt joints showed relatively poor tensile properties. A second set of braze joints has been created with faying surfaces electroplated with pure Ni prior to brazing; characterization of these joints is in progress. Conditions resulting in good diffusion bonds characterized by grain growth across the bondline and no porosity were determined: vacuum bonding at 1150C for 3 hours with an initial uniaxial stress of 20 MPa (constant ram displacement). A 15 m thick pure Ni interlayer was needed to achieve grain growth across the bondline. Tensile testing of diffusion bonds is in progress

T.C. Totemeier; H. Tian; D.E. Clark; J.A. Simpson

2005-06-01T23:59:59.000Z

376

A Self-Calibrating Remote Control Chemical Monitoring System  

SciTech Connect

The Susie Mine, part of the Upper Tenmile Mining Area, is located in Rimini, MT about 15 miles southwest of Helena, MT. The Upper Tenmile Creek Mining Area is an EPA Superfund site with 70 abandoned hard rock mines and several residential yards prioritized for clean up. Water from the Susie mine flows into Tenmile Creek from which the city of Helena draws part of its water supply. MSE Technology Applications in Butte, Montana was contracted by the EPA to build a treatment system for the Susie mine effluent and demonstrate a system capable of treating mine waste water in remote locations. The Idaho National Lab was contracted to design, build and demonstrate a low maintenance self-calibrating monitoring system that would monitor multiple sample points, allow remote two-way communications with the control software and allow access to the collected data through a web site. The Automated Chemical Analysis Monitoring (ACAM) system was installed in December 2006. This thesis documents the overall design of the hardware, control software and website, the data collected while MSE-TAs system was operational, the data collected after MSE-TAs system was shut down and suggested improvements to the existing system.

Jessica Croft

2007-06-01T23:59:59.000Z

377

Multiple pass and multiple layer friction stir welding and material enhancement processes  

DOE Patents (OSTI)

Processes for friction stir welding, typically for comparatively thick plate materials using multiple passes and multiple layers of a friction stir welding tool. In some embodiments a first portion of a fabrication preform and a second portion of the fabrication preform are placed adjacent to each other to form a joint, and there may be a groove adjacent the joint. The joint is welded and then, where a groove exists, a filler may be disposed in the groove, and the seams between the filler and the first and second portions of the fabrication preform may be friction stir welded. In some embodiments two portions of a fabrication preform are abutted to form a joint, where the joint may, for example, be a lap joint, a bevel joint or a butt joint. In some embodiments a plurality of passes of a friction stir welding tool may be used, with some passes welding from one side of a fabrication preform and other passes welding from the other side of the fabrication preform.

Feng, Zhili (Knoxville, TN); David, Stan A. (Knoxville, TN); Frederick, David Alan (Harriman, TN)

2010-07-27T23:59:59.000Z

378

Alteration of basaltic glasses from north-central British Columbia, Canada  

Science Conference Proceedings (OSTI)

Evidence of palagonitization is seen on all glasses studied from three Pleistocene subglacial volcanoes in north-central British Columbia, Canada. Samples from foreset breccias of Tuya Butte are more highly palagonitized than those from the tephra cones of Ash Mountain and Southern Tuya. Extensive palagonitization is generally associated with authigenic mineralization (clays, zeolites). Palagonite composition varies widely relative to glass composition, and palagonite can be broadly categorized as either high-Al or low-Al, depending on whether Al was retained or lost to aqueous solutions during palagonitization. Loss of Al during palagonitization is related to closed-system alteration, including precipitation of aluminosilicate authigenic cements. Microenvironment appears to be more influential than macroenvironment in determining the composition of palagonite. Palagonite rinds are compositionally zoned, generally becoming progressively higher in Al and Ca, and lower in Fe and Mg, towards the innermost (later-formed) portions of the rinds. Phillipsite is the first zeolite formed, followed by chabazite. Analcime and calcite occur in the most highly palagonitized samples. Mass balance considerations indicate higher mass loss where palagonitization has not proceeded to the point where zeolite solubility limits were attained in the local solution. Zeolites occur in closed-system conditions (low flow rates), where little net system mass loss or gain has occurred. The colloidal nature of palagonite allows the effective adsorption of Rb, Cs, Sr, Ba, and REEs.

Jercinovic, M.J. (Univ. of New Mexico, Albuquerque (USA)); Keil, K. (Univ. of Hawaii at Manoa, Honolulu (USA)); Smith, M.R.; Schmitt, R.A. (Oregon State Univ., Corvallis (USA))

1990-10-01T23:59:59.000Z

379

Water Use Efficiency in Plant Growth and Ambient Carbon Dioxide Level  

E-Print Network (OSTI)

This report examines the validity and explores the practical implications of the proposition that CO2 enrichment of the leaf environment enhances plant growth and, simultaneously decreases plant water use. A theoretical analysis of the water and carbon dioxide balance of plant leaves was made in the form of a computer program based upon known physiological facts. It predicts significant increases in water use efficiency by plants as CO is enriched, the size of the increase depending upon the external conditions. Experimental tests were conducted in an environmental simulator with stands of soybean, pepper and southern pea plants. The predictions of the model were substantially verified, with CO2 concentrations ranging from normal to six-fold normal. Although CO2 is obviously an ideal antitranspirant, the efficacy of its release in open stands is doubtful in view of plausible economic factors. Butt in enclosures this would be a different matter, and for such situations the present report gives a scientific basis for engineering and system analysis.

van Bavel, C. H. M.

1972-06-01T23:59:59.000Z

380

Radionuclide Migration Experiments in Tuff Blocks/Underunsaturated and Saturated Conditions at a Scale of Up to 1 Metre  

Science Conference Proceedings (OSTI)

To complement migration experiments with non-radioactive tracers in the Busted Butte experimental facility (BBTF) at the Nevada Test Site, an exploratory migration experiment has been performed under unsaturated conditions in a {approx}0.3m x {approx}0.3m x {approx}0.3m block of tuff. Longer term migration experiments, up to 600 days, under unsaturated and saturated conditions in {approx}1 m3 blocks of tuff have recently been completed. Na-fluorescein, 3H (as tritiated water), 22Na, 60Co, 95mTc and/or 99Tc (as the pertechnetate anion), 137Cs, and 237Np were used as tracers in all three experiments. Under unsaturated conditions, Tc is transported slightly faster than 3H, while under saturated conditions, the chemical conditions became highly reducing, leading to significant retardation of Tc along the flow field. If chemically reducing conditions can be demonstrated to exist in the saturated zone downstream from the proposed repository, the geological formations underlying the proposed repository horizon can potentially act as a geological barrier to the transport of some multivalent radionuclides.

Vandergraaf, T. T.; Drew, D. J.; Ticknor, K. V.; Hamon, C. J.; Seddon, W. A.

2003-02-25T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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.


381

Completion Report for Well ER-8-1  

SciTech Connect

Well ER-8-1 was drilled for the U.S. Department of Energy, National Nuclear Security Administration Nevada Site Office in support of the Nevada Environmental Restoration Project at the Nevada Test Site, Nye County, Nevada. This well was drilled in October and November of 2002 as part of a Hydrogeologic investigation program for the Yucca Flat/Climax Mine Corrective Action Unit in the northeastern portion of the Nevada Test Site. Well ER-8-1 is located at the north end of Yucca Flat approximately 580 meters south-southeast of the surface exposure of the Climax granitic intrusive. Detailed lithologic descriptions with stratigraphic assignments are included in this report. These are based on composite drill cuttings samples collected every 3 meters, and 21 sidewall samples taken at various depths between 351.1 and 573.0 meters, supplemented by incomplete geophysical log data. Detailed petrographic, geochemical, and mineralogical studies of rock samples were conducted on 22 samples of drill cuttings. Drilling began in tuffaceous alluvium, and the borehole penetrated Tertiary age bedded tuffs of the Volcanics of Oak Spring Butte and carbonate sediments of Paleozoic age, which were encountered at a depth of 334 meters. The borehole unexpectedly penetrated granite at the depth of 538.9 meters in which drilling was stopped. Contact metamorphic rocks and intrusive dikes associated with the Cretaceous-age granitic intrusive and at least one significant fault zone were encountered.

Bechtel Nevada

2004-11-01T23:59:59.000Z

382

Idaho National Laboratory Cultural Resource Monitoring Report for FY 2008  

Science Conference Proceedings (OSTI)

This report describes the cultural resource monitoring activities of the Idaho National Laboratorys (INL) Cultural Resource Management (CRM) Office during fiscal year 2008 (FY 2008). Throughout the year, 45 cultural resource localities were revisited including: two locations of heightened Shoshone-Bannock tribal sensitivity, four caves, one butte, twenty-eight prehistoric archaeological sites, three historic homesteads, two historic stage stations, one historic canal construction camp, three historic trails, and Experimental Breeder Reactor-I, which is a designated National Historic Landmark. Several INL project areas were also monitored in FY 2008 to assess project compliance with cultural resource recommendations, confirm the locations of previously recorded cultural resources in relation to project activities, to assess the damage caused by fire-fighting efforts, and to watch for cultural materials during ground disturbing activities. Although impacts were documented at a few locations, no significant adverse effects that would threaten the National Register eligibility of any resource were observed. Monitoring also demonstrated that INL projects generally remain in compliance with recommendations to protect cultural resources

Brenda R. Pace

2009-01-01T23:59:59.000Z

383

Analytical and experimental evaluation of joining silicon carbide to silicon carbide and silicon nitride to silicon nitride for advanced heat engine applications Phase 2. Final report  

DOE Green Energy (OSTI)

The purpose of joining, Phase 2 was to develop joining technologies for HIP`ed Si{sub 3}N{sub 4} with 4wt% Y{sub 2}O{sub 3} (NCX-5101) and for a siliconized SiC (NT230) for various geometries including: butt joins, curved joins and shaft to disk joins. In addition, more extensive mechanical characterization of silicon nitride joins to enhance the predictive capabilities of the analytical/numerical models for structural components in advanced heat engines was provided. Mechanical evaluation were performed by: flexure strength at 22 C and 1,370 C, stress rupture at 1,370 C, high temperature creep, 22 C tensile testing and spin tests. While the silicon nitride joins were produced with sufficient integrity for many applications, the lower join strength would limit its use in the more severe structural applications. Thus, the silicon carbide join quality was deemed unsatisfactory to advance to more complex, curved geometries. The silicon carbide joining methods covered within this contract, although not entirely successful, have emphasized the need to focus future efforts upon ways to obtain a homogeneous, well sintered parent/join interface prior to siliconization. In conclusion, the improved definition of the silicon carbide joining problem obtained by efforts during this contract have provided avenues for future work that could successfully obtain heat engine quality joins.

Sundberg, G.J.; Vartabedian, A.M.; Wade, J.A.; White, C.S. [Norton Co., Northboro, MA (United States). Advanced Ceramics Div.

1994-10-01T23:59:59.000Z

384

Western Gas Sands Project. Status report  

SciTech Connect

The progress during December, 1977 of the major government sponsored endeavors undertaken to increase gas production from the low permeability gas sands of the western United States is summarized. The USGS is continuing geological and geophysical studies in the four major western basins to better characterize the resource base. Shipping arrangements for the core donated to the USGS by Inexco WASP (a well drilled for possible nuclear explosive stimulation in Wyoming) have been made, and cores for macrofossil and ostracode analysis from the Bowdoin Dome area have been collected. The National Laboratories, funded by DOE, are continuing their work in the area of research and development. The emphasis is on the development of new tools and instrumentation systems, rock mechanics, mathematical modeling and data analysis. Field tests and demonstrations active in the Uinta and Piceance Basins are Gas Producing Enterprises (GPE) Natural Buttes, Wells No. 14, 18, 19, 20, 21, and 22; Mobil Research and Development, Well No. F-31-13G; and Rio Blanco Natural Gas Company, Well No. 498-4-1. Colorado Interstate Gas Company has initiated activity on its project with the installation of equipment, and Mitchell Energy Company's proposal to conduct an MHF test in the Cotton Valley lime gas reservoir in Texas is nearing the contract negotiation stage.

1978-02-01T23:59:59.000Z

385

Geology of the Cannonball Formation (Paleocene) in the Williston basin, with reference to uranium potential. Report of investigation No. 57  

SciTech Connect

The Paleocene Cannonball Formation is a marine, non-lignitic-bearing clastic sequence in the lower part of the Fort Union Group. It is overlain by the lignite-bearing Tongue River Formation in places and both overlain and underlain by the lignite-bearing Ludlow Formation in places. The Cannonball crops out primarily in southwest-central North Dakota and probably occurs throughout the western one-half of the state. It occurs also in northwestern South Dakota and may extend into parts of Saskatchewan and Manitoba. Poorly consolidated, very fine- to fine-grained, light to medium brownish yellow-weathering sandstone and light gray-weathering, sandy mudstone are the principal types of lithology. Mudstone generally predominates in North Dakota whereas sandstone seems to predominate in South Dakota. Although uranium in the Williston basin has been found almost entirely in lignite and nonmarine carbonaceous rocks, its occurrence in the marine Cannonball Formation is possible. If the Cannonball, Ludlow, Tongue River, and Sentinel Butte Formations are at least partly penecontemporaneous, a variety of depositional environments were in areal juxtaposition during the Paleocene. Streams originating or passing through coastal plain bogs could have carried uranium ions (derived from volcanic materials) to the Cannonball sea where they were deposited syngenetically. Epigenetic uranium may occur in Cannonball mudstones or sandstones that directly underlie the Ludlow Formation, which is known to contain volcanic materials.

Cvancara, A.M.

1976-01-01T23:59:59.000Z

386

Subtask 1.1 - Characterization of Erionite  

SciTech Connect

Zeolites are an economical mineral used in several applications, primarily as molecular sieves because of their crystalline structure. Southwestern North Dakota has several localities of volcanic ash deposits (tuffs) that have undergone physical and chemical changes forming some zeolites in the process. Of particular interest is the zeolite mineral erionite, but not because of its economic potential. Erionite is highly carcinogenic and was found to be responsible for extremely high mortality rates in two Turkish villages in close proximity to erionite rock and dust. Erionite has traditionally been identified using x-ray diffraction (XRD) methods. The presence of swelling clays can interfere with the identification of erionite by XRD giving false positive results. Scanning electron microscopy (SEM) was used to identify the distinctive needlelike form of erionite. In some cases, erionite was identified using SEM techniques where erionite was present, but in quantities that are lower than the lower detection limits. Conversely, erionite was identified by XRD in some instances where the erionite was somewhat masked in a clay matrix. Both XRD and SEM methods should be used to properly identify erionite. Erionite was identified in sandstones and siltstones from buttes in Dunn, Stark, and Slope Counties of North Dakota, but no definitive correlation was noted between these occurrences and health effects that may be attributed to erionite.

Kurt Eylands; Alexander Azenkeng; Blaise Mibeck; Laura Raymond

2009-11-30T23:59:59.000Z

387

MHD Integrated Topping Cycle Project  

DOE Green Energy (OSTI)

The Magnetohydrodynamics (MHD) Integrated Topping Cycle (ITC) Project represents the culmination of the proof-of-concept (POC) development stage in the US Department of Energy (DOE) program to advance MHD technology to early commercial development stage utility power applications. The project is a joint effort, combining the skills of three topping cycle component developers: TRW, Avco/TDS, and Westinghouse. TRW, the prime contractor and system integrator, is responsible for the 50 thermal megawatt (50 MW{sub t}) slagging coal combustion subsystem. Avco/TDS is responsible for the MHD channel subsystem (nozzle, channel, diffuser, and power conditioning circuits), and Westinghouse is responsible for the current consolidation subsystem. The ITC Project will advance the state-of-the-art in MHD power systems with the design, construction, and integrated testing of 50 MW{sub t} power train components which are prototypical of the equipment that will be used in an early commercial scale MHD utility retrofit. Long duration testing of the integrated power train at the Component Development and Integration Facility (CDIF) in Butte, Montana will be performed, so that by the early 1990's, an engineering data base on the reliability, availability, maintainability and performance of the system will be available to allow scaleup of the prototypical designs to the next development level. This Sixteenth Quarterly Technical Progress Report covers the period May 1, 1991 to July 31, 1991.

Not Available

1992-03-01T23:59:59.000Z

388

MHD Integrated Topping Cycle Project. Sixteenth quarterly technical progress report, May 1991--July 1991  

DOE Green Energy (OSTI)

The Magnetohydrodynamics (MHD) Integrated Topping Cycle (ITC) Project represents the culmination of the proof-of-concept (POC) development stage in the US Department of Energy (DOE) program to advance MHD technology to early commercial development stage utility power applications. The project is a joint effort, combining the skills of three topping cycle component developers: TRW, Avco/TDS, and Westinghouse. TRW, the prime contractor and system integrator, is responsible for the 50 thermal megawatt (50 MW{sub t}) slagging coal combustion subsystem. Avco/TDS is responsible for the MHD channel subsystem (nozzle, channel, diffuser, and power conditioning circuits), and Westinghouse is responsible for the current consolidation subsystem. The ITC Project will advance the state-of-the-art in MHD power systems with the design, construction, and integrated testing of 50 MW{sub t} power train components which are prototypical of the equipment that will be used in an early commercial scale MHD utility retrofit. Long duration testing of the integrated power train at the Component Development and Integration Facility (CDIF) in Butte, Montana will be performed, so that by the early 1990`s, an engineering data base on the reliability, availability, maintainability and performance of the system will be available to allow scaleup of the prototypical designs to the next development level. This Sixteenth Quarterly Technical Progress Report covers the period May 1, 1991 to July 31, 1991.

Not Available

1992-03-01T23:59:59.000Z

389

Energy Efficiency Strategies for Municipal Wastewater Treatment Facilities  

SciTech Connect

Water and wastewater systems are significant energy consumers with an estimated 3%-4% of total U.S. electricity consumption used for the movement and treatment of water and wastewater. Water-energy issues are of growing importance in the context of water shortages, higher energy and material costs, and a changing climate. In this economic environment, it is in the best interest for utilities to find efficiencies, both in water and energy use. Performing energy audits at water and wastewater treatment facilities is one way community energy managers can identify opportunities to save money, energy, and water. In this paper the importance of energy use in wastewater facilities is illustrated by a case study of a process energy audit performed for Crested Butte, Colorado's wastewater treatment plant. The energy audit identified opportunities for significant energy savings by looking at power intensive unit processes such as influent pumping, aeration, ultraviolet disinfection, and solids handling. This case study presents best practices that can be readily adopted by facility managers in their pursuit of energy and financial savings in water and wastewater treatment. This paper is intended to improve community energy managers understanding of the role that the water and wastewater sector plays in a community's total energy consumption. The energy efficiency strategies described provide information on energy savings opportunities, which can be used as a basis for discussing energy management goals with water and wastewater treatment facility managers.

Daw, J.; Hallett, K.; DeWolfe, J.; Venner, I.

2012-01-01T23:59:59.000Z

390

Funding for state, city, and county governments in the state includes:  

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

MT MT Montana Total Sum City, County, and SEO Allocations All $13,971,000 MT Montana State Energy Office $9,593,500 MT Anaconda-Deer Lodge City $50,000 MT Billings City $1,003,000 MT Bozeman City $175,500 MT Butte-Silver Bow City $138,700 MT Great Falls City $570,100 MT Havre City $50,000 MT Helena City $138,600 MT Kalispell City $96,700 MT Miles City City $50,000 MT Missoula City $680,400 MT Cascade County $94,400 MT Flathead County $274,200 MT Gallatin County $198,700 MT Lake County $119,500 MT Lewis and Clark County $120,400 MT Lincoln County $80,000 MT Missoula County $151,000 MT Park County $67,100 MT Ravalli County $167,400 MT Yellowstone County $151,800 In addition, today's announcement includes funding for the following Tribal

391

Joint IAEA / NNSA International Workshop Nuclear Forensics Methodologies for Practitioners 2013 Scenario Based Exercise Version 4.0 Instructors Manual  

SciTech Connect

[Participants will serve as border guards for Reimerland. They will be given brief instruction on the operation of hand?held RadioIsotope DetectorS (RIDS) and be provided an intelligence briefing that tells them to be on the lookout for suspicious activity at their post. Their instruction will include directing suspicious vehicles to a location for secondary screening. If, after secondary screening, suspicions of a criminal act involving nuclear and or radioactive materials remain, participants have been instructed to request assistance from the NLEA, who will then setup and manage a radiological crime scene. Participants will watch a demonstration of two vehicles containing radioactive materials driving through and setting off a portal monitor. The first vehicle, a semi?tractor trailer, sets off only a gamma alarm. After the driver provides a shipping manifest of fertilizer, participants, posing as border guards, are expected to waive this vehicle through inspection. The second vehicle, an SUV, set off both gamma and 2 neutron alarms. The alarming of the neutron monitor should prompt participants to set up a secondary inspection of the vehicle immediately. The driver of the vehicle indicates he is in legal possession of an industrial instrument containing an old 133Ba source that has decayed to a level no longer requiring official paperwork according to the IAEA and internationally accepted transportation regulations. Authorities have verified that the industrial source does fit the description of one that is sold commercially. However, upon setting up a secondary screening, participants will use hand?held detectors to locate several other radioactive sources emanating from a black duffle bag in the rear of the vehicle (Figure 1). Hand held detectors detect the presence of 133Ba, and Pu. Upon questioning, the driver only commits to having the 133Ba industrial source and cannot account for the detection of neutrons within his vehicle. Since neutron alarms also sounded, participants should indicate that a neutron alarm would be inconsistent with a 133Ba source alone and should therefore conclude further investigation is warranted. This will prompt participants to call in a response team from the NLEA to set up a radiological crime scene around the vehicle in question. The response team is able to shoot a 3?D X?ray radiograph of the duffle bag without moving it to ensure it is rendered safe and moveable without disturbing the contents in the field (Figure 2). At this point, the duffle bag is entered into inventory as evidence and a chain of custody form is initiated. Swipes are taken from the outer bag to confirm there is no dispersible contamination. The bag and its contents are considered valuable for the investigation by the lead investigator. He determines the duffle bag is safe to transport to RRL for evidence inventory and analysis. The duffle bag and its contents are packaged and sent off to the RRL.

Schwantes, Jon M.; Douglas, Matthew; Morley, Shannon M.; Hill, David; Thompson, Paul; Santi, P.; Gassman, Paul L.; Meier, David E.; Pierson, Richard M.; Wallenius, Maria; Marks, Naomi

2013-10-01T23:59:59.000Z

392

Habitat Evaluation Procedures (HEP) Report : Hellsgate Project, 1999-2000 Technical Report.  

SciTech Connect

A Habitat Evaluation Procedure (HEP) study was conducted on lands acquired and/or managed (4,568 acres total) by the Hellsgate Big Game Winter Range Wildlife Mitigation Project (Hellsgate project) to mitigate some of the losses associated with the original construction and operation of Grand Coulee Dam and inundation of habitats behind the dams. Three separate properties, totaling 2,224 acres were purchased in 1998. One property composed of two separate parcels, mostly grassland lies southeast of the town of Nespelem in Okanogan County (770 acres) and was formerly called the Hinman property. The former Hinman property lies within an area the Tribes have set aside for the protection and preservation of the sharp-tailed grouse (Agency Butte unit). This special management area minus the Hinman acquisition contains 2,388 acres in a long-term lease with the Tribes. The second property lies just south of the Silver Creek turnoff (Ferry County) and is bisected by the Hellsgate Road (part of the Friedlander unit). This parcel contains 60 acres of riparian and conifer forest cover. The third property (now named the Sand Hills unit) acquired for mitigation (1,394 acres) lies within the Hellsgate Reserve in Ferry County. This new acquisition links two existing mitigation parcels (the old Sand Hills parcels and the Lundstrum Flat parcel, all former Kuehne purchases) together forming one large unit. HEP team members included individuals from the Colville Confederated Tribes Fish and Wildlife Department (CTCR), Washington Department of Fish and Wildlife (WDFW), and Bureau of Land Management (BLM). The HEP team conducted a baseline habitat survey using the following HEP species models: mule deer (Odocoileus hemionus), mink (Mustela vison), downy woodpecker (Picoides pubescens), bobcat (Lynx rufus), yellow warbler (Dendroica petechia), and sharp-tailed grouse (Tympanuchus phasianellus columbianus). HEP analysis and results are discussed within the body of the text. The cover types evaluated for this study were grasslands, shrub-steppe, rock, conifer forest and woodland, and riparian. These same cover types were evaluated for other Hellsgate Project acquisitions within the same geographic area. Mule deer habitat on the Sand Hills unit rated good overall for winter food and cover in the shrub-steppe and conifer woodland cover types. Sharp-tailed grouse habitat on the former Hinman property and special management area rated good for nesting and brood rearing in the grassland cover type. Mink habitat on the Friedlander parcel rated poor due to lack of food and cover in and along the riparian cover type. The Downy woodpecker rated poor for food and cover on the Friedlander parcel in the conifer forest cover type. This species also rated poor on the conifer woodland habitat on the Hinman parcel. Yellow warbler habitat on the Agency Butte Special Management area rated very poor due to lack of shrubs for cover and reproduction around the scattered semi/permanent ponds that occur on the area. Bobcat habitat on this same area rated poor due to lack of cover and food. Fragmentation of existing quality habitat is also a problem for both these species. This report is an analysis of baseline habitat conditions on mitigation and managed lands, and provides estimated habitat units for mitigation crediting purposes. In addition, this information will be used to manage these lands for the benefit of wildlife.

Berger, Matthew

2000-05-01T23:59:59.000Z

393

CHARACTERIZATION OF DEFECTS IN ALLOY 152, 52 AND 52M WELDS  

Science Conference Proceedings (OSTI)

Defect distributions have been documented by optical metallography, scanning electron microscopy and electron backscatter diffraction in alloy 152 and 52 mockups welds, alloy 52 and 52M overlay mockups and an alloy 52M inlay. Primary defects were small cracks at grain boundaries except for more extensive cracking in the dilution zone of an alloy 52 overlay on 304SS. Detailed characterizations of the dilution zone cracks were performed by analytical transmission electron microscopy identifying grain boundary titanium-nitride precipitation associated with the intergranular separations. I. INTRODUCTION Weldments continue to be a primary location of stress-corrosion cracking (SCC) in light-water reactor systems. While problems related to heat-affected-zone (HAZ) sensitization and intergranular (IG) SCC of austenitic stainless alloys in boiling-water reactors (BWRs) have been significantly reduced, SCC has now been observed in HAZs of non-sensitized materials and in dissimilar metal welds where Ni-base alloy weld metals are used. IGSCC in weld metals has been observed in both BWRs and pressurized water reactors (PWRs) with recent examples for PWR pressure vessel penetrations producing the most concern. This has led to the replacement of alloy 600/182/82 welds with higher Cr, more corrosion-resistant replacement materials (alloy 690/152/52/52M). Complicating this issue has been a known susceptibility to cracking during welding [1-7] of these weld metals. There is a critical need for an improved understanding of the weld metal metallurgy and defect formation in Ni-base alloy welds to effectively assess long-term performance. A series of macroscopic to microscopic examinations were performed on available mockup welds made with alloy 52 or alloy 152 plus selected overlay and inlay mockups. The intent was to expand our understanding of weld metal structures in simulated LWR service components with a focus on as-welded defects. Microstructural features, defect distributions, defect characteristics and weld residual strains were examined by optical metallography, scanning electron microscopy, electron backscatter diffraction and transmission electron microscopy. Industry-supplied mock-up welds were characterized including alloy 52 and 152 weldments, alloy 52M overlay and inlay welds, and an alloy 52 overlay. II. WELDMENTS II.A. Alloy 52 and 152 Weld Mockups The alloy 52 and 152 weld mockups were fabricated by MHI for the Kewaunee reactor and were obtained from the EPRI NDE Center. The mockups were U-groove welds joining two plates of 304SS as shown in Figure 1. Alloy 152 butter (heat 307380) was placed on the U-groove surface for both mockups by shielded metal arc welding (SMAW). For the alloy 152 weld mockup, the alloy 152 fill (heat 307380) was also applied using SMAW while for the alloy 52 weld mockup, the alloy 52 fill (heat NX2686JK) was applied using gas tungsten arc welding (GTAW). Welding parameters for the fill materials were substantially different with the alloy 152 SMAW having a deposition speed of 4-25 cm/min with a current of 95-145 A and the alloy 52 GTAW having a deposition speed of 4-10 cm/min with a current of 150-300 A. One prominent feature in these mockup welds is the presence of a crack starting at the 304SS butt joint at the bottom of the U-groove and extending up into the weld. It appears that the 304SS plate on either side of the butt joint acted as an anchor for the weld resulting in a stress rise across the slit that drove crack formation and extension up into the fill weld. As will be shown in the next section, the extent of the cracking around this stress riser was much greater in the MHI 52 weld mockup.

Bruemmer, Stephen M.; Toloczko, Mychailo B.; Olszta, Matthew J.; Seffens, Rob J.; Efsing, Pal G.

2009-08-27T23:59:59.000Z

394

MAJOR PLAYS IN UTAH AND VICINITY  

SciTech Connect

Utah oil fields have produced over 1.2 billion barrels (191 million m{sup 3}). However, the 13.7 million barrels (2.2 million m{sup 3}) of production in 2002 was the lowest level in over 40 years and continued the steady decline that began in the mid-1980s. The Utah Geological Survey believes this trend can be reversed by providing play portfolios for the major oil-producing provinces (Paradox Basin, Uinta Basin, and thrust belt) in Utah and adjacent areas in Colorado and Wyoming. Oil plays are geographic areas with petroleum potential caused by favorable combinations of source rock, migration paths, reservoir rock characteristics, and other factors. The play portfolios will include: descriptions and maps of the major oil plays by reservoir; production and reservoir data; case-study field evaluations; summaries of the state-of-the-art drilling, completion, and secondary/tertiary techniques for each play; locations of major oil pipelines; descriptions of reservoir outcrop analogs; and identification and discussion of land-use constraints. All play maps, reports, databases, and so forth, produced for the project will be published in interactive, menu-driven digital (web-based and compact disc) and hard-copy formats. This report covers research activities for the first quarter of the second project year (July 1 through September 30, 2003). This work included (1) describing the Conventional Southern Uinta Basin Play, subplays, and outcrop reservoir analogs of the Uinta Green River Conventional Oil and Gas Assessment Unit (Eocene Green River Formation), and (2) technology transfer activities. The Conventional Oil and Gas Assessment Unit can be divided into plays having a dominantly southern sediment source (Conventional Southern Uinta Basin Play) and plays having a dominantly northern sediment source (Conventional Northern Uinta Basin Play). The Conventional Southern Uinta Basin Play is divided into six subplays: (1) conventional Uteland Butte interval, (2) conventional Castle Peak interval, (3) conventional Travis interval, (4) conventional Monument Butte interval, (5) conventional Beluga interval, and (6) conventional Duchesne interval fractured shale/marlstone. We are currently conducting basin-wide correlations to define the limits of the six subplays. Production-scale outcrop analogs provide an excellent view, often in three dimensions, of reservoir-facies characteristics and boundaries contributing to the overall heterogeneity of reservoir rocks. They can be used as a ''template'' for evaluation of data from conventional core, geophysical and petrophysical logs, and seismic surveys. Outcrop analogs for each subplay except the Travis interval are found in Indian and Nine Mile Canyons. During this quarter, the project team members submitted an abstract to the American Association of Petroleum Geologists for presentation at the 2004 annual national convention in Dallas, Texas. The project home page was updated on the Utah Geological Survey Internet web site.

Craig D. Morgan; Thomas C. Chidsey

2003-11-01T23:59:59.000Z

395

Damage tolerance of well-completion and stimulation techniques in coalbed methane reservoirs  

SciTech Connect

Coalbed methane (CBM) reservoirs are characterized as naturally fractured, dual porosity, low permeability, and water saturated gas reservoirs. Initially, the gas, water and coal are at thermodynamic equilibrium under prevailing reservoir conditions. Dewatering is essential to promote gas production. This can be accomplished by suitable completion and stimulation techniques. This paper investigates the efficiency and performance of the openhole cavity, hydraulic fractures, frack and packs, and horizontal wells as potential completion methods which may reduce formation damage and increase the productivity in coalbed methane reservoirs. Considering the dual porosity nature of CBM reservoirs, numerical simulations have been carried out to determine the formation damage tolerance of each completion and, stimulation approach. A new comparison parameter named as the normalized productivity index is defined as the ratio of the productivity index of a stimulated well to that of a nondamaged vertical well as a function of time. Typical scenarios have been considered to evaluate the CBM properties, including reservoir heterogeneity, anisotropy, and formation damage, for their effects on this index over the production time. The results for each stimulation technique show that the value of the index declines over the time of production with a rate which depends upon the applied technique and the prevailing reservoir conditions. The results also show that horizontal wells have the best performance if drilled orthogonal to the butt cleats. Open-hole cavity completions outperform vertical fractures if the fracture conductivity is reduced by any damage process. When vertical permeability is much lower than horizontal permeability, production of vertical wells will improve while productivity of horizontal wells will decrease.

Jahediesfanjani, H.; Civan, F. [University of Oklahoma, Norman, OK (United States)

2005-09-01T23:59:59.000Z

396

Pollution control and environmental monitoring efforts at DOE's Coal-Fired Flow Facility  

DOE Green Energy (OSTI)

Proof-of-Concept (POC) scale demonstration of such technology is currently being carried out at the US Department of Energy's (DOE's) Coal-Fired Flow Facility (CFFF), located at The University of Tennessee Space Institute (UTSI) in Tullahoma, Tennessee and at the Component Development and Integration Facility in Butte, Montana. The CFFF is dedicated to the evaluation of downstream (steam cycle) components and technology that may be considered for a full-scale MHD system. The objectives of the CFFF testing include the demonstration of various pollution control devices and techniques at a scale sufficient for future scale-up. The CFFF offers a unique test environment in which emissions control techniques can be developed and evaluated through emissions and environmental monitoring. Results thus far have demonstrated the ability of sulfur oxide (SO{sub x}), nitrogen oxide (NO{sub x}) and particulate emissions well below the New Source Performance Standards (NSPS). Regeneration of the potassium sulfate to produce sulfur-free compounds also has been demonstrated. The experimental program at the CFFF is now aimed at determining the optimum conditions for future commercial scale designs. Because of increased interests in Air Toxics, measurements of nitrous oxide (N{sub 2}O), a potential greenhouse gas, priority pollutants (inorganic as well as organics), and chlorine-containing species (Cl{sub 2} and HCl) are also included in our ongoing efforts. Environmental monitoring activities are being pursued to develop an environmental impact assessment data base. These include the use of three ambient air sites to determine the impacts of gaseous and particulate emissions, five lake water sites to determine impacts due to process water discharges and seven sites to collect terrestrial data on possible soil contamination and tree growth. In this paper, we will summarize the status of our ongoing environmental program. 16 refs., 15 figs., 3 tabs.

Attig, R.C.; Crawford, L.W.; Lynch, T.P.; Sheth, A.C.

1991-01-01T23:59:59.000Z

397

Geothermal resources of Montana  

DOE Green Energy (OSTI)

The Montana Bureau of Mines and Geology has updated its inventory of low and moderate temperature resources for the state and has assisted the Oregon Institute of Technology - GeoHeat Center and the University of Utah Research Institute in prioritizing and collocating important geothermal resource areas. The database compiled for this assessment contains information on location, flow, water chemistry, and estimated reservoir temperatures for 267 geothermal well and springs in Montana. For this assessment, the minimum temperature for low-temperature resource is defined as 10{degree} C above the mean annual air temperature at the surface. The maximum temperature for a moderate-temperature resource is defined as greater than 50{degree} C. Approximately 12% of the wells and springs in the database have temperatures above 50{degree} C, 17% are between 30{degree} and 50{degree} C, 29% are between 20{degree} and 30{degree}C, and 42% are between 10{degree} and 20{degree} C. Low and moderate temperature wells and springs can be found in nearly all areas of Montana, but most are in the western third of the state. Information sources for the current database include the MBMG Ground Water Information Center, the USGS statewide database, the USGS GEOTHERM database, and new information collected as part of this program. Five areas of Montana were identified for consideration in future investigations of geothermal development. The areas identified are those near Bozeman, Ennis, Butte, Boulder, and Camas Prairie. These areas were chosen based on the potential of the resource and its proximity to population centers.

Metesh, J.

1994-06-01T23:59:59.000Z

398

Horizontal hydraulic conductivity estimates for intact coal barriers between closed underground mines  

Science Conference Proceedings (OSTI)

Unmined blocks of coal, called barriers, separate and restrict horizontal leakage between adjacent bituminous coal mines. Understanding the leakage rate across such barriers is important in planning mine closure and strongly affects recharge calculations for postmining flooding. This study presents upper-limit estimates for hydraulic conductivity (K) of intact barriers in two closed mines at moderate depth (75-300 m) in the Pittsburgh coal basin. The estimates are based on pumping rates from these mines for the years ranging from 1992 to 2000. The two mines do not approach the outcrop and are sufficiently deep that vertical infiltration is thought to be negligible. Similarly, there are no saturated zones on the pumped mines' side of shared barriers with other mines, and therefore pumping is the only outflow. Virtually all of the pumping is attributed to leakage across or over the top of barriers shared with upgradient flooded mines. The length of shared barriers totals 24 km for the two mines, and the barriers range in thickness from 15 to 50 m. K values calculated independently for each of the 9 years of the pumping record ranged from 0.037 m/d to 0.18 m/d using an isotropic model of barrier flow. Using an anisotropic model for differential K in the face cleat (K{sub f}) and butt cleat (K{sub b}) directions, results range from 0.074 to 0.34 m/d for K{sub f} and from 0.022 to 0.099 m/d for K{sub b}.

Mccoy, K.J.; Donovan, J.J.; Leavitt, B.R. [West Virginia University, Morgantown, WV (United States)

2006-08-15T23:59:59.000Z

399

Quarterly technical progress report for the period ending June 30, 1984  

SciTech Connect

The Magnetohydrodynamics Program (Component Development and Integration Facility) in Butte, Montana, continued its site preparation for the TRW first-stage combustor installation. In the area of flue gas cleanup, our in-house research program is continuing its investigation into the causes of sorbent attrition in PETC's fluidized-bed copper oxide process for simultaneous SO/sub 2//NO/sub x/ removal. Interwoven with these tests is a series of spray dryer/electrostatic precipitator tests that are being conducted with the cooperation of Wheelabrator-Frye, Inc. This test series was completed this quarter, and the data show that when using a Kentucky coal, Wheelabrator-Frye's electrostatic precipitator provides excellent particulate control efficiency while using a spray dryer for sulfur dioxide removal. A unique project at Carnegie-Mellon University is looking at the concept of integrated environmental control for coal-fired power plants making use of precombustion, combustion, and postcombustion control, including systems for the simultaneous removal of more than one pollutant. The objective of this research is to develop a computer model and assessment for integrated environmental control systems that utilize conventional or advanced systems. The Liquid Phase Methanol Project Development Unit in LaPorte, Texas, was restarted after a successful shakedown run was completed. PETC has recently begun an in-house research project aimed at exploring the basic chemistry of liquefying coal in the presence of water under supercritical conditions. In the Alternative Fuels Technology Program, the Gulf Research and Development Company has completed the preliminary testing phase of its erosion test loop. Their results indicate that when pumping a coal-water slurry fuel through a flow loop, the erosion rate increases as velocity increases, suggesting a well-defined relationship between these two parameters.

Not Available

1984-10-01T23:59:59.000Z

400

Laser welding and post weld treatment of modified 9Cr-1MoVNb steel.  

SciTech Connect

Laser welding and post weld laser treatment of modified 9Cr-1MoVNb steels (Grade P91) were performed in this preliminary study to investigate the feasibility of using laser welding process as a potential alternative to arc welding methods for solving the Type IV cracking problem in P91 steel welds. The mechanical and metallurgical testing of the pulsed Nd:YAG laser-welded samples shows the following conclusions: (1) both bead-on-plate and circumferential butt welds made by a pulsed Nd:YAG laser show good welds that are free of microcracks and porosity. The narrow heat affected zone has a homogeneous grain structure without conventional soft hardness zone where the Type IV cracking occurs in conventional arc welds. (2) The laser weld tests also show that the same laser welder has the potential to be used as a multi-function tool for weld surface remelting, glazing or post weld tempering to reduce the weld surface defects and to increase the cracking resistance and toughness of the welds. (3) The Vicker hardness of laser welds in the weld and heat affected zone was 420-500 HV with peak hardness in the HAZ compared to 240 HV of base metal. Post weld laser treatment was able to slightly reduce the peak hardness and smooth the hardness profile, but failed to bring the hardness down to below 300 HV due to insufficient time at temperature and too fast cooling rate after the time. Though optimal hardness of weld made by laser is to be determined for best weld strength, methods to achieve the post weld laser treatment temperature, time at the temperature and slow cooling rate need to be developed. (4) Mechanical testing of the laser weld and post weld laser treated samples need to be performed to evaluate the effects of laser post treatments such as surface remelting, glazing, re-hardening, or tempering on the strength of the welds.

Xu, Z. (Nuclear Engineering Division)

2012-04-03T23:59:59.000Z

Note: This page contains sample records for the topic "lookout butte buckhorn" 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.


401

Pressure capacity of MSS SP-75 fittings. Final report  

SciTech Connect

The objective of this report is to provide guidance for evaluation of as-received fittings. That guidance is given in the form of equations to estimate the burst strength of fittings. In addition, because pipelines are designed on the basis of the yield stress or pressure, concepts are presented that allow the estimation of the yield pressure of fittings. The fitting types that are considered herein are elbows, tees, caps, and reducers that are covered in Manufacturers Standardization Society Standard Practice 75 (MSS SP-75), Specification for High Test Wrought Butt Welding Fittings, 1993 Edition. The estimation of the burst pressure of fittings is relatively straightforward as a number of burst tests have been conducted on fittings. These experimental results have been used to develop the burst test relationships that are presented. The determination of the yield pressure for a fitting is difficult as yield pressure has not been defined. Typically, yield stress is defined by a given total strain level or an offset strain in a tensile test. In these specimens, the stress through the wall thickness is uniform, which makes the yield criterion easy to apply. When yielding is uniform through the thickness, it is commonly called local membrane yielding. In a fitting, the stress state in the fitting involves uniform stress through the wall thickness or membrane stress and also bending stresses. As a fitting is pressurized, the local stress state is the sum of a membrane stress and a local bending stress. The definition of yield pressure could be defined by the sum of the membrane stress and local bending stress reaching a given strain level. This would result in extremely thick fittings as bending stresses usually exceed the membrane stresses by several orders of magnitude. It is highly likely that because of this complication in defining a yield pressure for a fitting that fittings are required to match the burst strength of the attached pipe.

Rodabaugh, E.C.

1995-01-01T23:59:59.000Z

402

Experimental Investigations on Pulsed Nd:YAG Laser Welding of C17300 Copper-Beryllium and 49Ni-Fe Soft Magnetic Alloys  

SciTech Connect

Copper-beryllium and soft magnetic alloys must be joined in electrical and electro-mechanical applications. There is a high difference in melting temperatures of these alloys which cause to make the joining process very difficult. In addition, copper-beryllium alloys are of age hardenable alloys and precipitations can brittle the weld. 49Ni-Fe alloy is very hot crack sensitive. Moreover, these alloys have different heat transfer coefficients and reflection of laser beam in laser welding process. Therefore, the control of welding parameters on the formation of adequate weld puddle composition is very difficult. Laser welding is an advanced technique for joining of dissimilar materials since it can precisely control and adjust the welding parameters. In this study, a 100W Nd:YAG pulsed laser machine was used for joining 49Ni-Fe soft magnetic to C17300 copper-beryllium alloys. Welding of samples was carried out autogenously by changing the pulse duration, diameter of beam, welding speed, voltage and frequency. The spacing between samples was set to almost zero. The ample were butt welded. It was required to apply high voltage in this study due to high reflection coefficient of copper alloys. Metallography, SEM analysis, XRD and microhardness measurement was used for survey of results. The results show that the weld strength depends upon the chemical composition of the joints. To change the wells composition and heat input of the welds, it was attempted to deviate the laser focus away from the weld centerline. The best strength was achieved by deviation of the laser beam away about 0.1mm from the weld centerline. The result shows no intermetallic compounds if the laser beam is deviated away from the joint.

Mousavi, S. A. A. Akbari [School of Metallurgy and Materials Engineering, School of Engineering University of Tehran, Tehran (Iran, Islamic Republic of); School of Metallurgy and Materials Engineering, School of Engineering University of Tehran, Tehran (Iran, Islamic Republic of); Ebrahimzadeh, H. [School of Metallurgy and Materials Engineering, School of Engineering University of Tehran, Tehran (Iran, Islamic Republic of)

2011-01-17T23:59:59.000Z

403

DETERMINATION OF IMPORTANCE EVALUATION FOR THE SUBSURFACE EXPORATORY STUDIES FACILITY  

Science Conference Proceedings (OSTI)

This Determination of Importance Evaluation (DIE) applies to the Subsurface Exploratory Studies Facility (ESF), encompassing the Topopah Spring (TS) Loop from Station 0+00 meters (m) at the North Portal to breakthrough at the South Portal (approximately 78+77 m), the Enhanced Characterization of the Repository Block (ECRB) East-West Cross Drift Starter Tunnel (to approximate ECRB Station 0+26 m), and ancillary test and operation support areas in the TS Loop. This evaluation applies to the construction, operation, and maintenance of these excavations. A more detailed description of these items is provided in Section 6.0. Testing activities are not evaluated in this DIE. Certain construction activities with respect to testing activities are evaluated; but the testing activities themselves are not evaluated. The DIE for ESF Subsurface Testing Activities (BAJ3000000-01717-2200-00011 Rev 01) (CRWMS M&O 1998a) evaluates Subsurface ESF Testing activities. The construction, operation, and maintenance of the TS Loop niches and alcove slot cuts is evaluated herein and is also discussed in CRWMS M&O 1998a. The construction, operation, and maintenance of the Busted Butte subsurface test area in support of the Unsaturated Zone (UZ) Transport Test is evaluated in CRWMS M&O 1998a. Potential test-to-test interference and the waste isolation impacts of testing activities are evaluated in the ESF Subsurface Testing Activities DIE and other applicable evaluation(s) for the Job Package (JP), Test Planning Package (TPP), and/or Field Work Package (FWP). The objectives of this DIE are to determine whether the Subsurface ESF TS Loop and associated excavations, including activities associated with their construction and operation, potentially impact site characterization testing or the waste isolation capabilities of the site. Controls needed to limit any potential impacts are identified. The validity and veracity of the individual tests, including data collection, are the responsibility of the assigned Principal Investigator(s) (PIs) and are not evaluated in this DIE.

W.J. Clark

1999-06-28T23:59:59.000Z

404

Western gas sands project status report  

SciTech Connect

The Western Gas Sands Project Plan, Project Implementation Plans and Project Plan Document FY 78 are in various stages of preparation. Information gathering by U.S. Geological Survey (USGS) of the initial data base for many of the project activities is nearing completion. Some base maps are complete and field investigations in the principal areas of interest are being conducted. Research and development by Energy Research Centers and National Laboratories were directed toward new tools and instrumentation systems, rock mechanics experiments, mathematical modeling, and data analysis. The Uinta Basin in Utah and Piceance Basin in Colorado have ongoing massive hydraulic fracture (MHF) experiments in the Upper Cretaceous tight gas formations. These are: CER Corporation, MHF 3; Gas Producing Enterprises, Natural Buttes No. 14, 18, 19, 20; Mobil Oil, F-31-13G; and Rio Blanco Natural Gas, 498-4-1. Colorado Interstate Gas Company has been awarded a contract to determine if productivity in low permeability reservoirs can be improved by reducing the interstitialwater saturation. They will be using two wells, the Sprague No. 1 and Miller No. 1, completed in the Dakota J formation in the Wattenberg Field in north central Colorado. All of the massive hydraulic fracture wells, with the exception of the Pacific Transmission well, have been fractured as planned. The Mobil and GPE No. 14, 18, and 20 wells show significant improvement as compared to original flow rates. The Mobil well is being tested for additional MHF treatments. Sandia Laboratories is continuing their research program in hydraulic fracturing at DOE's Nevada Test Site (NTS).

1977-11-01T23:59:59.000Z

405

SUPPORT OF GULF OF MEXICO HYDRATE RESEARCH CONSORTIUM: ACTIVITIES TO SUPPORT ESTABLISHMENT OF A SEA FLOOR MONITORING STATION PROJECT  

Science Conference Proceedings (OSTI)

A Consortium, designed to assemble leaders in gas hydrates research, has been established at the University of Mississippi's Center for Marine Resources and Environmental Technology, CMRET. The primary objective of the group is to design and emplace a remote monitoring station on the sea floor in the northern Gulf of Mexico by the year 2005, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission necessitates assembling a station that will monitor physical and chemical parameters of the sea water and sea floor sediments on a more-or-less continuous basis over an extended period of time. Development of the station allows for the possibility of expanding its capabilities to include biological monitoring, as a means of assessing environmental health. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in this relatively new research arena. Complementary expertise, both scientific and technical, has been assembled to promote innovative research methods and construct necessary instrumentation. Noteworthy achievements one year into the extended life of this cooperative agreement include: (1) Progress on the vertical line array (VLA) of sensors: (1a) Repair attempts of the VLA cable damaged in the October >1000m water depth deployment failed; a new design has been tested successfully. (1b) The acoustic modem damaged in the October deployment was repaired successfully. (1c) Additional acoustic modems with greater depth rating and the appropriate surface communications units have been purchased. (1d) The VLA computer system is being modified for real time communications to the surface vessel using radio telemetry and fiber optic cable. (1e) Positioning sensors--including compass and tilt sensors--were completed and tested. (1f) One of the VLAs has been redesigned to collect near sea floor geochemical data. (2) Progress on the Sea Floor Probe: (2a) With the Consortium's decision to divorce its activities from those of the Joint Industries Program (JIP), due to the JIP's selection of a site in 1300m of water, the Sea Floor Probe (SFP) system was revived as a means to emplace arrays in the shallow subsurface until arrangements can be made for boreholes at >1000m water depth. (2b) The SFP penetrometer has been designed and construction begun. (2c) The SFP geophysical and pore-fluid probes have been designed. (3) Progress on the Acoustic Systems for Monitoring Gas Hydrates: (3a) Video recordings of bubbles emitted from a seep in Mississippi Canyon have been analyzed for effects of currents and temperature changes. (3b) Several acoustic monitoring system concepts have been evaluated for their appropriateness to MC118, i.e., on the deep sea floor. (3c) A mock-up system was built but was rejected as too impractical for deployment on the sea floor. (4) Progress on the Electromagnetic Bubble Detector and Counter: (4a) Laboratory tests were performed using bubbles of different sizes in waters of different salinities to test the sensitivity of the. Differences were detected satisfactorily. (4b) The system was field tested, first at the dock and then at the shallow water test site at Cape Lookout Bight where methane bubbles from the sea floor, naturally, in 10m water depth. The system successfully detected peaks in bubbling as spike decreases in conductivity. (5) Progress on the Mid-Infrared Sensor for Continuous Methane Monitoring: (5a) Modeling and design of an optics platform complementary to the constructed electronics platform for successful incorporation into ''sphereIR'' continues. AutoCAD design and manual construction of mounting pieces for major optical components have been completed. (5b) Initial design concepts for IR-ATR sensor probe geometries have been established and evaluated. Initial evaluations of a horizontal ATR (HATR) sensing probe with fiber optic guiding light have been performed and validate the design concept as a potentially viable deep sea sensing pr

Paul Higley; J. Robert Woolsey; Ralph Goodman; Vernon Asper; Boris Mizaikoff; Angela Davis

2005-11-01T23:59:59.000Z

406

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

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

Presentation on Considerations for Evaluating Coalbed Methane Infiltration Pond Sites Presentation on Considerations for Evaluating Coalbed Methane Infiltration Pond Sites Considerations for Evaluating Coalbed Methane Infiltration Pond Sites Based on Site Studies in the Powder River Basin of Montana and Wyoming Author: John Wheaton, Montana Tech of the University of Montana, Butte, MT. Venue: American Society for Mining and Reclamation’s 24th annual meeting in Gillette, WY, June 2-7, 2007 (http://ces.ca.uky.edu/asmr/ [external site]). Abstract: Significant volumes of ground water are produced in association with coalbed methane (CBM) production in the Powder River Basin in Montana and Wyoming. This water must be managed in a manner that is both economical and sensitive to the semi-arid agricultural area of southeastern Montana and northeastern Wyoming. Infiltration ponds are one of the primary methods of handling produced water and have been in use in Montana and Wyoming for several years. A solid conceptual framework allows for the selection of infiltration pond sites that maximize impoundment life and minimize impacts. The ponds have several advantages in that they require a low initial investment and can help recharge the shallow ground-water system, which makes the produced water available for future uses. However, as the infiltrated water moves through the shallow weathered bedrock, a series of chemical reactions typically take place (primarily dissolution and oxidation), which temporarily increase the TDS due primarily to increases in Mg, Na, and SO4. As the available salts are removed along the ground-water flow path, the concentrations of dissolved constituents tend to decrease. Preliminary interpretations of data suggest that saturated paste extract analyses and lithologic investigations may be used to predict the types of changes in water quality that can occur. The fate and transport of the dissolved salts is controlled to a great extent by the rate of infiltration and the duration of saturated flow from the ponds. The rate of infiltration can be severely reduced as the clays in the pond floor and underlying material are exposed to the high-SAR produced water, which causes dispersion and reduced vertical hydraulic conductivity. Order of magnitude decreases in vertical hydraulic conductivity have been observed, which represents a trade-off. The changes will effectively decrease the volume of water that can be managed via an individual pond. However, the mobilized salts may be effectively sequestered by reduced ground-water flow, substantially reducing the temporal and geographic extent of impacts.

407

Installation of River and Drain Instrumentation Stations to Monitor Flow and Water Quality and Internet Data Sharing  

E-Print Network (OSTI)

Over the last five years, the Paso del Norte Watershed Councils Coordinated Water Resources Database and GIS Project (Project) was developed to provide improved access to regional water resources data for regional water stakeholders to make timely decisions in water operations and flood control. This report presents major components of the Project developed from August of 2005 through July of 2007 through funding provided by the United States Bureau of Reclamation (USBR) through the Water 2025 Challenge Grant Program to the El Paso Water Utilities, Texas A&M University, and New Mexico State University. Additional documentation of related Project activities is provided through final project reports being submitted by the City of Las Cruces (CLC) and Elephant Butte Irrigation District (EBID) for the work conducted through linked USBR-funded Projects. Tasks accomplished in the phase of work funded by the USBR include the following specific outcomes, which are detailed in later sections of the report: * Continued compilation and inclusion of new data sources identified as relevant by Project partners and users; * Installation and calibration of additional new monitoring stations and equipment and inclusion of these monitoring sites in web-based GIS map products to fill data gaps and provide additional real-time data; * Linking to additional monitoring sites being implemented by EBID through their Project work and inclusion of these sites and data in web-based GIS map products; * Development and implementation of a user needs survey focusing on new data sets of interest, enhanced access mechanisms, and other suggestions to improve the Project website; * Development and deployment of an online, downloadable Microsoft Access database of Project water resource data to provide search and query functions; * Development and deployment of an online help facility to make the site easier for users to navigate and use; * Exploration of new tools to enhance online data sharing and access; and * Implementation of suggestions compiled in the User Needs Assessment, including resolution of problems related to accessing the Project website using Firefox and Mozilla web browsers. Keywords: Paso del Norte watershed, water resources database, GIS map, ArcIMS, data sharing and transfer, user needs assessment, Rio Grande, Rio Grande Project, gage station, surface water flow, groundwater, downloadable Microsoft Access database.

Sheng, Z.; Brown, C.; Creel, B.; Srinivasan, R.; Michelsen, A.; Fahy, M. P.

2008-08-01T23:59:59.000Z

408

Continuation of Studies on Development of ODS Heat Exchanger Tubing  

SciTech Connect

The Department of Energy (DOE), National Energy Technology Center (NETL), has initiated a strategic plan for the development of advanced technologies needed to design and build fossil fuel plants with very high efficiency and environmental performance. These plants, referred to as 'Vision 21' and FutureGen programs by DOE, will produce electricity, chemicals, fuels, or a combination of these products, and possibly secondary products such as steam/heat for industrial use. MA956 is a prime candidate material being considered for a high temperature heat exchanger in the 'Vision 21' and FutureGen programs. This material is an oxide dispersion strengthened (ODS) alloy; however, there are some gaps in the data required to commit to the use of these alloys in a full-size plant. To fill the technology gaps for commercial production and use of the material for 'Advanced Power Generation Systems' this project has performed development activity to significant increase in circumferential strength of MA956 as compared to currently available material, investigated bonding technologies for bonding tube-to-tube joints through joining development, and performed tensile, creep and fire-side corrosion tests to validate the use and fabrication processes of MA956 to heat exchanger tubing applications. Development activities within this projected has demonstrated increased circumferential strength of MA956 tubes through flow form processing. Of the six fabrication technologies for bonding tube-to-tube joints, inertia friction welding (IFW) and flash butt welding (FBW) were identified as processes for joining MA956 tubes. Tensile, creep, and fire-side corrosion test data were generated for both base metal and weld joints. The data can be used for design of future systems employing MA956. Based upon the positive development activities, two test probes were designed and fabricated for field exposure testing at 1204 C ({approx}2200 F) flue gas. The probes contained tube portions with FBW and IFW welded MA956. Field testing of the probes and remaining heat exchanger design activity will be performed by Oak Ridge National Laboratory under DOE Contract DE-AC05-00OR22725.

Lawrence Brown; David Workman; Bimal Kad; Gaylord Smith; Archie Robertson; Ian Wright

2008-04-15T23:59:59.000Z

409

Studies on the disbonding initiation of interfacial cracks.  

SciTech Connect

With the continuing trend of decreasing feature sizes in flip-chip assemblies, the reliability tolerance to interfacial flaws is also decreasing. Small-scale disbonds will become more of a concern, pointing to the need for a better understanding of the initiation stage of interfacial delamination. With most accepted adhesion metric methodologies tailored to predict failure under the prior existence of a disbond, the study of the initiation phenomenon is open to development and standardization of new testing procedures. Traditional fracture mechanics approaches are not suitable, as the mathematics assume failure to originate at a disbond or crack tip. Disbond initiation is believed to first occur at free edges and corners, which act as high stress concentration sites and exhibit singular stresses similar to a crack tip, though less severe in intensity. As such, a 'fracture mechanics-like' approach may be employed which defines a material parameter--a critical stress intensity factor (K{sub c})--that can be used to predict when initiation of a disbond at an interface will occur. The factors affecting the adhesion of underfill/polyimide interfaces relevant to flip-chip assemblies were investigated in this study. The study consisted of two distinct parts: a comparison of the initiation and propagation phenomena and a comparison of the relationship between sub-critical and critical initiation of interfacial failure. The initiation of underfill interfacial failure was studied by characterizing failure at a free-edge with a critical stress intensity factor. In comparison with the interfacial fracture toughness testing, it was shown that a good correlation exists between the initiation and propagation of interfacial failures. Such a correlation justifies the continuing use of fracture mechanics to predict the reliability of flip-chip packages. The second aspect of the research involved fatigue testing of tensile butt joint specimens to determine lifetimes at sub-critical load levels. The results display an interfacial strength ranking similar to that observed during monotonic testing. The fatigue results indicate that monotonic fracture mechanics testing may be an adequate screening tool to help predict cyclic underfill failure; however lifetime data is required to predict reliability.

McAdams, Brian J. (Lehigh University, Bethlehem, PA); Pearson, Raymond A. (Lehigh University, Bethlehem, PA)

2005-08-01T23:59:59.000Z

410

Effects of Temperature and Humidity on Wilethane 44 Cure  

SciTech Connect

Wilethane 44 is a polyurethane adhesive developed by the Materials Team within ESA-MEE at Los Alamos National Laboratory as a replacement for Hexcel Corporation Urethane 7200. Urethane 7200 is used in numerous weapon systems, but it was withdrawn from the market in 1989. The weapons complex requires a replacement material for use in the W76-1 LEP and the W88, as well as for assembly of JTAs for other warheads. All polyurethane systems are susceptible to moisture reacting with unreacted isocyanate groups. This side reaction competes with the curing reaction and results in CO{sub 2} formation. Therefore, a polyurethane adhesive can exhibit foaming if appropriate environmental controls are not in place while it cures. A designed experiment has been conducted at TA-16-304 to determine the effects of ambient conditions on the properties of cured Wilethane 44. Temperature was varied from 15 C to 30 C and relative humidity from 15% to 40%. The density, hardness at 24 hours, and butt tensile strength on aluminum substrates were measured and fitted to quadratic equations over the experimental space. Additionally, the loss and storage moduli during cure were monitored as a function of cure temperature. These experiments provide a stronger basis for establishing appropriate environmental conditions and cure times when using Wilethane 44. The current guidelines are a working time of 90 minutes, a cure time of 18 hours, and a relative humidity of less than 25%, regardless of ambient temperature. Viscosity measurements revealed that the working time is a strong function of temperature and can be as long as 130 minutes at 15 C or as short as 90 minutes at 30 C. The experiments also showed that the gel time is much longer than originally thought, as long as 13 hours at 15 C. Consequently, it may be necessary to extend the required cure time at temperatures below 20 C. Allowable humidity varies as a function of temperature from 34% at 15 C to 15% at 30 C.

John C. Weigle

2006-10-01T23:59:59.000Z

411

Ecosystem and Wildlife Implications of Brush: Management System Designed to Improve Water Runoff and Percolation  

E-Print Network (OSTI)

With the settlement of Texas and establishment of ranchers to produce cattle, there was an effort to maximize beef production. This caused serious overgrazing. In addition, there was a reduced incidence of fires across the landscape to clear out brush. These factors led to deterioration of the grazing lands and provided an opportunity for invasive intrusion by brush and other species onto the land and riparian zones. There has been a large-scale conversion from grasslands and savannahs to wildlands over the last 150 years (Scholes and Archer, 1997). The overall impacts are significantly impaired uplands and reduced percolation and surface flow of water from rainfall which caused changes and loss in basic aquatic and terrestrial habitat. The State of Texas adopted a program to study and implement brush management systems across the state to improve the water availability in streams, rivers, reservoirs and aquifers, as well as to improve the rangelands. The feasibility studies have shown great promise for improving ranchland and improving the water situation. However, there is less known about the aquatic and wildlife species response implications of brush management. Certainly, there are opportunities for improving the viability of an ecosystem through brush management strategies and continuing management practices. The purpose of this study was to evaluate the changes in hydrology and biological diversity associated with brush management in two watersheds where significant data was already available. This study focused on assessing the aquatic and terrestrial species implications related to specified brush management strategies over time. This involved an integrated analysis including modeling of the landscape, assessing biological diversity and developing economic implications for the two watersheds (Twin Buttes and Edwards regions). Thus, this study is comprised of three parts: modeling of brush management strategies temporally, assessing biological diversity (aquatic and terrestrial) and estimating economic implications. This represents a complex analysis involving variable units and multiple disciplines. Previous feasibility studies of brush removal have been targeted at maximizing water runoff. This analysis is an extension that is designed to examine the implications of brush management under a more restrictive set of brush removal criteria that were chosen based upon wildlife considerations. To achieve the integration of hydrologic modeling, range ecology, and economic implications, there were three team meetings bringing together all components to review status and set priorities for the remainder of the work. In addition, scientists in the three basic groups of specialization interacted daily along with representatives of the Corps of Engineers to assure that each decision was reflected in other parts of the analyses. The major addition of this analysis to brush management feasibility studies being conducted as part of the Texas brush management plan is the consideration of wildlife and aquatic biota and assessing changes in biological diversity likely to result from alternative brush management scenarios.

Arrington, D. Albrey; Conner, Richard; Dugas, William; Hejl, Sallie; Magness, Dawn; Muttiah, Ranjan; Olenick, Keith; Rosenthal, Wes; Srinivasan, Raghavan; Winemiller, Kirk O.; Zinn, Michele; Wilkins, Neal; Amonett, Carl; Bednarz, Steve; Dybala, Tim; Griffith, Rebecca; Jarboe, Hank

2002-11-01T23:59:59.000Z

412

Solid State Joining of High Temperature Alloy Tubes for USC and Heat-Exchanger Systems  

Science Conference Proceedings (OSTI)

The principal objective of this project was to develop materials enabling joining technologies for use in forward looking heat-exchanger fabrication in Brayton cycle HIPPS, IGCC, FutureGen concepts capable of operating at temperatures in excess of 1000{degree}C as well as conventional technology upgrades via Ultra Super-Critical (USC) Rankine-cycle boilers capable of operating at 760{degree}C (1400F)/38.5MPa (5500psi) steam, while still using coal as the principal fossil fuel. The underlying mission in Rankine, Brayton or Brayton-Rankine, or IGCC combined cycle heat engine is a steady quest to improving operating efficiency while mitigating global environmental concerns. There has been a progressive move to higher overall cycle efficiencies, and in the case of fossil fuels this has accelerated recently in part because of concerns about greenhouse gas emissions, notably CO{sub 2}. For a heat engine, the overall efficiency is closely related to the difference between the highest temperature in the cycle and the lowest temperature. In most cases, efficiency gains are prompted by an increase in the high temperature, and this in turn has led to increasing demands on the materials of construction used in the high temperature end of the systems. Our migration to new advanced Ni-base and Oxide Dispersion Strengthened (ODS) alloys poses significant fabrication challenges, as these materials are not readily weldable or the weld performs poorly in the high temperature creep regime. Thus the joining challenge is two-fold to a) devise appropriate joining methodologies for similar/dissimilar Ni-base and ODS alloys while b) preserving the near baseline creep performance in the welded region. Our program focus is on solid state joining of similar and dissimilar metals/alloys for heat exchanger components currently under consideration for the USC, HIPPS and IGCC power systems. The emphasis is to manipulate the joining methods and variables available to optimize joint creep performance compared to the base material creep performance. Similar and dissimilar butt joints were fabricated of MA956, IN740 alloys and using inertia welding techniques. We evaluated joining process details and heat treatments and its overall effect on creep response. Fixed and incrementally accelerated temperature creep tests were performed for similar and dissimilar joints and such incremental creep life data is compiled and reported. Long term MA956-MA556 joint tests indicate a firm 2Ksi creep stress threshold performance at 850{degree}C with a maximum exposure of over 9725 hours recorded in the current program. A Larsen Miller Parameter (LMP) of 48.50 for a 2Ksi test at 850{degree}C was further corroborated with tests at 2Ksi stress at 900{degree}C yielding a LMP=48.80. Despite this threshold the joints exhibit immense temperature sensitivity and fail promptly when test temperature raised above 900{degree}C. In comparison the performance of dissimilar joints was inferior, perhaps dictated by the creep characteristics of the mating nickel-base alloys. We describe a parametric window of joint development, and post weld heat treatment (PWHT) in dissimilar joints with solid solution (IN601, IN617) and precipitate strengthened (IN740) materials. Some concerns are evident regarding the diffusion of aluminum in dissimilar joints during high temperature recrystallization treatments. It is noted that aggressive treatments rapidly deplete the corrosion protecting aluminum reservoir in the vicinity of the joint interface. Subsequently, the impact of varying PWHT has been evaluated in the context on ensuing creep performance.

Bimal Kad

2011-12-31T23:59:59.000Z

413

Epidemiology and Control of Infectious Diseases of Salmonids in the Columbia River Basin, 1983 Annual Report.  

DOE Green Energy (OSTI)

The Department of Microbiology at Oregon State University with funding from the Bonneville Power Administration conducted a study relating to the epidemiology and control of three fish diseases of salmonids in the Columbia River Basin. These three diseases were ceratomyxosis which is caused by the myxosporidan parasite Ceratomyxa shasta, bacterial kidney disease, the etiological agent of which is Renibacterium salmoninarum, and infectious hematopoietic necrosis, which is caused by a rhabdovirus. Each of these diseases is highly destructive and difficult or impossible to treat with antimicrobial agents. The presence of ceratomyxosis in rainbow trout exposed at McNary and Little Goose Dams extends the range of this disease about 200 miles further up the Columbia River and into the Snake River drainage. Wallowa steelhead trout were less resistant to this disease than other upriver stocks tested. Juvenile salmonids entering the Columbia River estuary were collected periodically between May to September, 1983. Nine percent of the beach seined chinook salmon and 5, 11 and 12%, respectively, of the purse seined coho and chinook salmon and steelhead trout were infected with Ceratomyxa shasta. Experiments indicated ceratomyxosis progresses in salt water at the same rate as in fresh water once the fish have become infected. These data indicate a longer exposure to infective stages of C. shasta than previously identified and that approximately 10% of the migrating salmonids are infected and will probably die from this organism after entering salt water. Since sampling began in 1981 the bacterial kidney disease organism, Renibacterium salmoninarum, has been detected by the fluorescent antibody test in seven salmonid species caught in the open ocean off the coasts of Washington and Oregon. The bacterium has been found primarily in chinook salmon (11%) with lesions in 2.5% of these fish. This disease was also detected at levels ranging from 17% in coho salmon to 25% in chinook salmon seined from the Columbia River just before entering the estuary. Interpretation of these numbers suggests an even greater economic impact on Columbia River salmonid stocks than that proposed for C. shasta. Fertilized eggs from bacterial kidney disease infected parents examined after one month of incubation revealed the presence of bacteria with identical morphology to R. salmoninarum on or in the egg wall further reinforcing the proposed vertical transmission of this disease organism. Infectious hematopoietic necrosis virus was recovered at the 67% level from seeded water samples supplemented with 1% fetal calf serum. Virus injected into unfertilized eggs survived for over two weeks; in eyed eggs the virus also replicated. Epizootics caused by IHNV occurred in two of the 8 separate groups of steelhead trout fingerlings held in LJV treated water at Round Butte Hatchery. Comparing these results to those in the vertical transmission experiment where none of the groups developed IHNV suggests that vertical transmission of IHNV, if it occurs, is a very infrequent or random event. On three occasions IHNV was detected in ovarian fluid samples after storage for 6--9 days at 4 C. No virus had been detected in these samples at spawning. This suggests the presence of an interfering substance, perhaps anti-IHNV antibody in ovarian fluid. This observation raises the possibility that IHNV is much more widespread throughout Columbia River Basin salmonid stocks than previously believed.

Fryer, John L.

1984-11-01T23:59:59.000Z

414

Interwell Connectivity and Diagnosis Using Correlation of Production and Injection Rate Data in Hydrocarbon Production  

Science Conference Proceedings (OSTI)

This report details progress and results on inferring interwell communication from well rate fluctuations. Starting with the procedure of Albertoni and Lake (2003) as a foundation, the goal of the project was to develop further procedures to infer reservoir properties through weights derived from correlations between injection and production rates. A modified method, described in Yousef and others (2006a,b), and herein referred to as the 'capacitance model', is the primary product of this research project. The capacitance model (CM) produces two quantities, {lambda} and {tau}, for each injector-producer well pair. For the CM, we have focused on the following items: (1) Methods to estimate {lambda} and {tau} from simulated and field well rates. The original method uses both non-linear and linear regression and lacks the ability to include constraints on {lambda} and {tau}. The revised method uses only non-linear regression, permitting constraints to be included as well as accelerating the solution so that problems with large numbers of wells are more tractable. (2) Approaches to integrate {lambda} and {tau} to improve connectivity evaluations. Interpretations have been developed using Lorenz-style and log-log plots to assess heterogeneity. Testing shows the interpretations can identify whether interwell connectivity is controlled by flow through fractures, high-permeability layers, or due to partial completion of wells. Applications to the South Wasson and North Buck Draw Fields show promising results. (3) Optimization of waterflood injection rates using the CM and a power law relationship for watercut to maximize economic return. Tests using simulated data and a range of oil prices show the approach is working. (4) Investigation of methods to increase the robustness of {lambda} and {tau} estimates. Human interventions, such as workovers, also cause rate fluctuations and can be misinterpreted by the model if bottom hole pressure data are not available. A revised method, called the 'segmented capacitance model', identifies times when production changes might not be caused strictly by water injection changes. Application to data from Monument Butte Field shows encouraging results. Our results show the CM and its modified forms can be an important tool for waterflood management. We have moved beyond the proof of principle stage to show it can actually be applied to assess connectivity in field situations. Several shortcomings, however, remain to be addressed before the CM can be routinely applied by field operators. The CM and its modifications analyze well rates in the time domain. We also explored the assessment of interwell connectivity in the spectral domain. We applied conventional methods, based on analyzing passive linear electrical networks, to the analysis of injection and production data. In particular, we assessed the effects of near-wellbore gas on the apparent connectivity. With only oil and water in the system, the results were as expected, giving good connectivity estimates. In the presence of gas, however, the methods could not produce useful estimates of connectivity.

Jerry L. Jensen; Larry W. Lake; Ali Al-Yousef; Dan Weber; Ximing Liang; T.F. Edgar; Nazli Demiroren; Danial Kaviani

2007-03-31T23:59:59.000Z

415

IN SITU FIELD TESTING OF PROCESSES  

Science Conference Proceedings (OSTI)

The purpose of this scientific analysis report is to update and document the data and subsequent analyses from ambient field-testing activities performed in underground drifts and surface-based boreholes through unsaturated zone (UZ) tuff rock units. In situ testing, monitoring, and associated laboratory studies are conducted to directly assess and evaluate the waste emplacement environment and the natural barriers to radionuclide transport at Yucca Mountain. This scientific analysis report supports and provides data to UZ flow and transport model reports, which in turn contribute to the Total System Performance Assessment (TSPA) of Yucca Mountain, an important document for the license application (LA). The objectives of ambient field-testing activities are described in Section 1.1. This report is the third revision (REV 03), which supercedes REV 02. The scientific analysis of data for inputs to model calibration and validation as documented in REV 02 were developed in accordance with the Technical Work Plan (TWP) ''Technical Work Plan for: Performance Assessment Unsaturated Zone'' (BSC 2004 [DIRS 167969]). This revision was developed in accordance with the ''Technical Work Plan for: Unsaturated Zone Flow Analysis and Model Report Integration'' (BSC 2004 [DIRS 169654], Section 1.2.4) for better integrated, consistent, transparent, traceable, and more complete documentation in this scientific analysis report and associated UZ flow and transport model reports. No additional testing or analyses were performed as part of this revision. The list of relevant acceptance criteria is provided by ''Technical Work Plan for: Unsaturated Zone Flow Analysis and Model Report Integration'' (BSC 2004 [DIRS 169654]), Table 3-1. Additional deviations from the TWP regarding the features, events, and processes (FEPs) list are discussed in Section 1.3. Documentation in this report includes descriptions of how, and under what conditions, the tests were conducted. The descriptions and analyses provide data useful for refining and confirming the understanding of flow, drift seepage, and transport processes in the UZ. The UZ testing activities included measurement of permeability distribution, quantification of the seepage of water into the drifts, evaluation of fracture-matrix interaction, study of flow along faults, testing of flow and transport between drifts, characterization of hydrologic heterogeneity along drifts, estimation of drying effects on the rock surrounding the drifts due to ventilation, monitoring of moisture conditions in open and sealed drifts, and determination of the degree of minimum construction water migration below drift. These field tests were conducted in two underground drifts at Yucca Mountain, the Exploratory Studies Facility (ESF) drift, and the cross-drift for Enhanced Characterization of the Repository Block (ECRB), as described in Section 1.2. Samples collected in boreholes and underground drifts have been used for additional hydrochemical and isotopic analyses for additional understanding of the UZ setting. The UZ transport tests conducted at the nearby Busted Butte site (see Figure 1-4) are also described in this scientific analysis report.

J.S.Y. YANG

2004-11-08T23:59:59.000Z

416

Measurements of actinides in soil, sediments, water and vegetation in Northern New Mexico  

SciTech Connect

This study was undertaken during 1991 - 1998 to identify the origin of plutonium uranium in northern New Mexico Rio Grande and tributary stream sediments. Isotopic fingerprinting techniques help distinguish radioactivity from Los Alamos National Laboratory (LANL) and from global fallout or natural sources. The geographic area covered by the study extended from the headwaters of the Rio Grande in southern Colorado to Elephant Butte Reservoir in southern New Mexico. Over 100 samples of stream channel and reservoir bottom sediments were analyzed for the atom ratios of plutonium and uranium isotopes using thermal ionization mass spectrometry (TIMS). Comparison of these ratios against those for fallout or natural sources allowed for quantification of the Laboratory impact. Of the seven major drainages crossing LANL, movement of LANL plutonium into the Rio Grande can only be traced via Los Alamos Canyon. The majority of sampled locations within and adjacent to LANL have little or no input of plutonium from the Laboratory. Samples collected upstream and distant to L A N show an average (+ s.d.) fallout 240Pu/239Pauto m ratio of 0.169 + 0.012, consistent with published worldwide global fallout values. These regional background ratios differ significantly from the 240Pu/239Pu atom ratio of 0.015 that is representative of LANL-derived plutonium entering the Rio Grande at Los Alamos Canyon. Mixing calculations of these sources indicate that the largest proportion (60% to 90%) of the plutonium in the Rio Grande sediments is from global atmospheric fallout, with an average of about 25% from the Laboratory. The LANL plutonium is identifiable intermittently along the 35-km reach of the Rio Grande to Cochiti Reservoir. The source of the LANL-derived plutonium in the Rio Grande was traced primarily to pre-1960 discharges of liquid effluents into a canyon bottom at a distance approximately 20 km upstream of the river. Plutonium levels decline exponentially with distance downstream after mixing with cleaner sediments, yet the LANL isotopic fingerprint remains distinct for at least 55 km from the effluent source. Plutonium isotopes in Rio Grande and Pajarito Plateau sediments are not at levels known to adversely affect public health. Activities of 239+240pwui thin this sample set ranged from 0.001- 0.046 pCUg in the Rio Grande to 3.7 pCi/g near the effluent discharge point. Levels in the Rio Grande are usually more than 1000 times. lower than prescribed cleanup standards. Uranium in stream and reservoir sediments is predominantly within natural concentration ranges and is of natural uranium isotopic composition. None of the sediments from the Rio Grande show identifiable Laboratory uranium, using the isotopic ratios. These results suggest that the mass of Laboratory-derived uranium entering the Rio Grande is small relative to the natural load carried with river sediments.

Gallaher, B. M. (Bruce M.); Efurd, D. W. (Deward W.)

2002-01-01T23:59:59.000Z

417

Sequestration and Enhanced Coal Bed Methane: Tanquary Farms Test Site, Wabash County, Illinois  

SciTech Connect

The Midwest Geological Sequestration Consortium (MGSC) carried out a pilot project to test storage of carbon dioxide (CO{sub 2}) in the Springfield Coal Member of the Carbondale Formation (Pennsylvanian System), in order to gauge the potential for large-scale CO{sub 2} sequestration and/or enhanced coal bed methane recovery from Illinois Basin coal beds. The pilot was conducted at the Tanquary Farms site in Wabash County, southeastern Illinois. A four-well design?? an injection well and three monitoring wells??was developed and implemented, based on numerical modeling and permeability estimates from literature and field data. Coal cores were taken during the drilling process and were characterized in detail in the lab. Adsorption isotherms indicated that at least three molecules of CO{sub 2} can be stored for each displaced methane (CH{sub 4}) molecule. Microporosity contributes significantly to total porosity. Coal characteristics that affect sequestration potential vary laterally between wells at the site and vertically within a given seam, highlighting the importance of thorough characterization of injection site coals to best predict CO{sub 2} storage capacity. Injection of CO{sub 2} gas took place from June 25, 2008, to January 13, 2009. A ??continuous? injection period ran from July 21, 2008, to December 23, 2008, but injection was suspended several times during this period due to equipment failures and other interruptions. Injection equipment and procedures were adjusted in response to these problems. Approximately 92.3 tonnes (101.7 tons) of CO{sub 2} were injected over the duration of the project, at an average rate of 0.93 tonne (1.02 tons) per day, and a mode injection rate of 0.6??0.7 tonne/day (0.66??0.77 ton/day). A Monitoring, Verification, and Accounting (MVA) program was set up to detect CO{sub 2 leakage. Atmospheric CO{sub 2} levels were monitored as were indirect indicators of CO{sub 2} leakage such as plant stress, changes in gas composition at wellheads, and changes in several shallow groundwater characteristics (e.g., alkalinity, pH, oxygen content, dissolved solids, mineral saturation indices, and isotopic distribution). Results showed that there was no CO{sub 2} leakage into groundwater or CO{sub 2} escape at the surface. Post-injection cased hole well log analyses supported this conclusion. Numerical and analytical modeling achieved a relatively good match with observed field data. Based on the model results the plume was estimated to extend 152 m (500 ft) in the face cleat direction and 54.9 m (180 ft) in the butt cleat direction. Using the calibrated model, additional injection scenarios??injection and production with an inverted five-spot pattern and a line drive pattern??could yield CH{sub 4} recovery of up to 70%.

Scott Frailey; Thomas Parris; James Damico; Roland Okwen; Ray McKaskle; Charles Monson; Jonathan Goodwin; E. Beck; Peter Berger; Robert Butsch; Damon Garner; John Grube; Keith Hackley; Jessica Hinton; Abbas Iranmanesh; Christopher Korose; Edward Mehnert; Charles Monson; William Roy; Steven Sargent; Bracken Wimmer

2012-05-01T23:59:59.000Z

418

Phase II Final Project Report Paso del Norte Watershed Council Coordinated Water Resources Database and GIS Project  

E-Print Network (OSTI)

The Coordinated Water Resources Database and GIS Project (Project) was developed to provide improved access to regional water resources data in the Paso del Norte region for regional water stakeholders to make timely decisions in water operations and flood control. Tasks accomplished in Phase II include the complete migration of the Project Website and related databases to the ArcIMS software, which provides a better spatial query capacity. The database was enhanced by incorporating more gauge stations, limited groundwater data (well information, water levels, water quality, and pumpage) and other new data, and strengthened data sharing by implementing FGDC classic metadata. Protocols were explored for data sharing and spatial queries and opportunities for more active participation of volunteer regional data providers in the Project. The linkage of the PdNWC database with future groundwater and surface water model development was also assessed. Based on the experiences gained in the Project, the following recommendations for future Project work include: * Continued compilation of new data sources not yet included in the Project to enhance data sharing, * Installation of additional new monitoring stations and equipment and inclusion of these monitoring sites in future ArcIMS map products to fill data gaps and provide additional real-time data, * Strengthening the links with the Upper Rio Grande Water Operations Model (URGWOM) being advanced by the USACE. Special focus will be given to serving DEM and orthophoto data recently transferred from the USACE to NMWRRI and enhancing direct Web linkages with USACE and URGWOM project activities to improve model development capacity and enhance sharing of modeling results, * Development and implementation of a user needs survey focusing on new data sets of interest, enhanced access mechanisms, and other suggestions to improve the Project Website, * Development and making available online for download a Microsoft Access database of Project water resource data to provide search and query functions, * Development of an online help tutorial that would support online searches of the database, making the site easier for end users to navigate and utilize, and * Continuity in the exploration of future funding opportunities for Project activities, especially through linkages with other regional data compilation and modeling projects. Part I of this report presents major historical and technical components of the Phase II development of the Database and GIS prepared by C. Brown, Z. Sheng, and M. Bourdon. Groundwater elements of interest, relevant to the development of the coordinated database and to the integral comprehension of the watersheds mission and planning are also included as Part II of this report. This part, prepared by Z. Sheng and others, presents the sources of regional groundwater resources data compiled by different federal and state entities and outlines suggestions for regional groundwater data to be implemented with an ArcIMS interface so that this data can be shared and accessed by all Paso del Norte Watershed Council stakeholders. Part III, prepared by R. Srinivasan, presents the technical challenges posed to data sharing by multiple data collectors and sources and summarizes the different protocols available for an effective transfer and sharing of data through a GIS ArcIMS interface. Part IV, prepared by Z. Sheng and D. Zhang, explores the possibility to link the Database Project to a comprehensive development of regional hydrological models within the Rio Grande reach between Elephant Butte Dam, in New Mexico, and Fort Quitman, Texas. Finally, Part V, prepared by C. Brown, Z. Sheng, and M. Bourdon, presents closing comments as well as a summary of the recommendations made throughout the document. Dr. Hanks provided assistance in summarizing preliminary user survey results

Brown, Christopher; Sheng, Zhuping; Bourdon, Marc

2007-11-01T23:59:59.000Z

419

Wheeler County Riparian Buffers; 2003-2004 Annual Report.  

DOE Green Energy (OSTI)

Number of Contacts Made--I have contacted 35 landowners in Wheeler County. Of the 35 contacts 12 have resulted in meeting on their property to discuss available options. Included an article in the Annual Report and Wheeler SWCD newsletter mailed to 550 landowners. Contacts are primarily through networking with others here in the office as well as working closely with the NRCS office. Number of Contracts Negotiated--This Project has produced five riparian buffers within the past contract year. Each has greater meaning to the landowner than simply a buffer. In most cases the buffer is providing the landowner with improved grazing management and/or more reliable water source for livestock. Landowners also feel the enhanced wildlife habitat is a bonus to the program. Other Accomplishments--I took part in the John Day Subbasin Planning process and was able to offer assistance into the inventory items related to Wheeler County. I was often the only local representative able to attend the meetings. I assisted the Wheeler SWCD in writing a successful OWEB grant to remove 110 acres of junipers for watershed restoration, range rehabilitation, and economic development. One partner in the project is a manufacturer that uses juniper as their primary construction material. The goal is to create a pilot project that may grow into a self sustaining industry within the county. I also assisted in writing a small grant to improve water usage in the Muddy Creek watershed. I assisted with the Pine Creek Conservation Area ''Twilight Tour'' as well as the Wheeler SWCD ''Annual Meeting and Dinner''. Both events were successful in getting information out about our riparian buffer program. Facilitate office training and utilization of advanced GIS technology and mapping. Problems Encountered During Contract Year--The NRCS Cultural Resources Review process has ground to a halt. It is takes 6 months to get initial results from the Portland offices. Nearly all requests require site surveys that delay the process even further. The Farm Services Agency is not user friendly when it comes to the CREP program. The program has not been designed to fit everyone along a steelhead stream. Crop/Field designations often negate or complicate CREP eligibility along qualifying streams. I spend a great deal of time mediating between FSA and the landowner. I have lost one interested landowner specifically to the fears related to the Oregon Department of State Lands ''Navigability'' study. Outlook for Contract Year 3--I am currently working on a project area that will encompass nearly six miles of steelhead habitat. It is located in the critical Bridge Creek watershed. Another is nearly three miles in the Mountain Creek Watershed. Both projects will take great steps in improving fish habitat. Both are on Steelhead streams. Further out I am working with two landowners for projects in the Butte Creek watershed that will be highly visible and will likely gain the attention of many more landowners. Like all previous projects, there is a great deal of work in future projects in massaging the landowner into feeling comfortable with the riparian buffer program. The potential to do great things with this program is huge in Wheeler County. Continuing outreach and education efforts will help the process.

Homer, Will (Wheeler County Soil and Water Conservation District, John Day, OR)

2006-01-01T23:59:59.000Z