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1

Power-Save Protocols Corey Andalora  

E-Print Network (OSTI)

rate, etc. Outputs Average routing time per packet Overall power consumption of network #12;Project-84, July 2001. #12;BECA Nodes independently transition to the idle state and back to the sleep state. WhenOff By One Power-Save Protocols Corey Andalora Keith Needels #12;Agenda Topic explanation Problem

Kaminsky, Alan

2

Dr. Corey Cohn | U.S. DOE Office of Science (SC)  

Office of Science (SC) Website

Corey Cohn Corey Cohn Deputy Director for Science Programs Deputy Director Home Mission & Functions Deputy Director Biography Organization Staff Presentations & Testimony Federal Advisory Committees Committees of Visitors Contact Information Deputy Director for Science Programs U.S. Department of Energy SC-2/Forrestal Building 1000 Independence Ave., SW Washington, DC 20585 P: (202) 586-5430 F: (202) 586-4120 E: sc.science@science.doe.gov U.S. Department of Energy SC-2/Germantown Building 1000 Independence Ave., SW Washington, DC 20585 P: (301) 903-5316 F: (301) 903-7780 E: sc.science@science.doe.gov Staff Dr. Corey Cohn Print Text Size: A A A RSS Feeds FeedbackShare Page Dr. Corey Cohn Dr. Corey Cohn Advisor for International Programs Office of the Deputy Director for Science Programs

3

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":""}]}

4

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":""}]}

5

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)...

6

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...

7

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...

8

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...

9

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":""}]}

10

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

11

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":""}]}

12

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

13

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":""}]}

14

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

15

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"

16

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

17

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

18

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":""}]}

19

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

20

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":""}]}

Note: This page contains sample records for the topic "bridge corey butte" 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

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

22

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

23

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...

24

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...

25

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...

26

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...

27

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":""}]}

28

Bridge permeameter  

DOE Patents (OSTI)

A system for single-phase, steady-state permeability measurements of porous rock utilizes a fluid bridge arrangement analogous to a Wheatstone bridge. The arms of the bridge contain the sample and calibrated flow resistors.

Graf, Darin C. (Edgewood, NM); Warpinski, Norman R. (Albuquerque, NM)

1996-01-01T23:59:59.000Z

29

Corey Platt Professor Walter  

E-Print Network (OSTI)

, realizing that the atomic bomb might soon become commonplace in the world, decides that the United States. Robert Oppenheimer's son, tells him that there is nothing to report: so far, the project could as a weapon. The first fusion bomb is dropped on Iraq. It turns out the army miscalculated the strength

Walter, Frederick M.

30

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...

31

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":""}]}

32

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

33

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":""}]}

34

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":""}]}

35

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":""}]}

36

Covered Bridges  

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

Covered Bridges Covered Bridges Nature Bulletin No. 644 June 3, 1961 Forest Preserve District of Cook County John J. Duffy, President Roberts Mann, Conservation Editor David H. Thompson, Senior Naturalist COVERED BRIDGES Covered bridges have a peculiar fascination for most of us. W e wish they could talk. Many of them are truly historic landmarks. Each one is a unique and picturesque relic of the days when .America was a young country. As a locality became more thickly settled the people demanded roads, improved roads, with bridges across creeks and rivers where fords or ferries had been the only means of crossing. There were no steel mills. But there were skilled woodsmen and virgin forests with huge trees from which they could fashion timbers of any dimension and length desired. Equally important, in certain regions there were master builders: craftsmen with shrewd knowledge of stresses and strains in trusses and arches. That is why covered bridges were and are so numerous in Vermont, New Hampshire, Pennsylvania, Ohio and Indiana. Lack of such men may explain the absence of those structures in Minnesota and other states where timber was plentiful.

37

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...

38

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

39

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

40

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

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


41

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

42

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

43

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

44

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

45

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

46

Information Bridge - OSTI  

Office of Scientific and Technical Information (OSTI)

research throughout the year. Below are snippets of topics that were featured this past year. A complete list of archived features are available via Information Bridge's Feature...

47

Bridge Column Inspection 1  

Science Conference Proceedings (OSTI)

... Concept of an Underwater Bridge Column Inspector RoboCrane. The platform is ballast controlled with a rotary joint and attached sonar sensor. ...

2011-08-25T23:59:59.000Z

48

Woodrow Wilson Bridge Project  

Science Conference Proceedings (OSTI)

A detailed 3D model was created to show the 500-million dollar construction project of a 10-mile section of I-95 at the Virginia / Maryland Border, it includes four multi-level interchanges and a major bridge (Woodrow Wilson Bridge) across the Potomac ... Keywords: Electronic Theatre 2001

Jeff Coleman

2001-08-01T23:59:59.000Z

49

Active-bridge oscillator  

DOE Patents (OSTI)

An active bridge oscillator is formed from a differential amplifier where positive feedback is a function of the impedance of one of the gain elements and a relatively low value common emitter resistance. This use of the nonlinear transistor parameter h stabilizes the output and eliminates the need for ALC circuits common to other bridge oscillators.

Wessendorf, Kurt O. (Albuquerque, NM)

2001-01-01T23:59:59.000Z

50

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

51

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

52

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

53

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

54

Recycled Thermoplastic Composite Bridge  

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

Recycled Thermoplastic Composite Recycled Thermoplastic Composite Bridge Philip R. Columbus Office of the Assistant Chief of Staff for Installation Management Headquarters, Department of the Army 180900ZMay2012 1 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Overview * The purpose of this project was to demonstrate that a thermoplastic composite I-beam bridge could be constructed to accommodate a M-1 battle tank. * This effort determined the engineering and construction of such a structure was possible and be cost competitive to a wood timber bridge * The materials are virtually maintenance-free and not subject to degradation from moisture, rot, insects and weather. 180900ZMay2012 2 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Background

55

Recycled Thermoplastic Composite Bridge  

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

Recycled Thermoplastic Composite Recycled Thermoplastic Composite Bridge Philip R. Columbus Office of the Assistant Chief of Staff for Installation Management Headquarters, Department of the Army 180900ZMay2012 1 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Overview * The purpose of this project was to demonstrate that a thermoplastic composite I-beam bridge could be constructed to accommodate a M-1 battle tank. * This effort determined the engineering and construction of such a structure was possible and be cost competitive to a wood timber bridge * The materials are virtually maintenance-free and not subject to degradation from moisture, rot, insects and weather. 180900ZMay2012 2 Philip R. Columbus/571-256-9774/philip.r.columbus.civ@mail.mil/ Background

56

DOE Information Bridge  

E-Print Network (OSTI)

DOE Information Bridge, a component of EnergyFiles, provides free, convenient, and quick access to full-text DOE research and development reports in physics, chemistry, materials, biology, environmental sciences, energy technologies, engineering, computer and information science, renewable energy, and other topics. This vast collection includes over 43,000 reports that have been received and processed by OSTI since January 1995.

United States. Department of Energy. Office of Scientific and Technical Information

57

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

58

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

59

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

60

Wind-induced dynamic response of bridges  

E-Print Network (OSTI)

Wind loading has long played a significant role in bridge design. Some spectacular failures, such as the Tay Bridge (Scotland, 1879), or the Tacoma Narrows Bridge (Washington State, 1940) acted as a painful reminder to ...

Rousseau, Guillaume, 1982-

2004-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" 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

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

Information Bridge: DOE Scientific and Technical Information FAQ * Widget * Site Map Information Bridge Home * Basic Search * Fielded Search * Alerts * Help Bookmark and Share...

63

National Bridge Inventory Record Data Submission Requirement...  

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

National Bridge Inventory Record Data Submission Requirement National Bridge Inventory Record Data Submission Requirement 2011.09.02 OECM-NBI Record Data Submission Req.pdf More...

64

Learning to resolve bridging references  

Science Conference Proceedings (OSTI)

We use machine learning techniques to find the best combination of local focus and lexical distance features for identifying the anchor of mereological bridging references. We find that using first mention, utterance distance, and lexical distance computed ...

Massimo Poesio; Rahul Mehta; Axel Maroudas; Janet Hitzeman

2004-07-01T23:59:59.000Z

65

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

66

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

67

Bridging Gaps | Department of Energy  

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

Bridging Gaps Bridging Gaps Bridging Gaps Analysis to identify issues, best practices, and recommendations Implementation of modernization, infrastructure planning, and sustainability efforts Evaluation of planning practices to develop an adaptable method that considers revitalization and reuse Analysis of issues with transfers at less than fair market value and recommendations for improvement Evaluation of the Ten-Year (25-year) Site Plans for revitalization and strategic planning interests Tools to be incorporated into programmatic business models and processes Best-practices guide for energy projects Guidance and recommendations to improve the 10 CFR 770 process and less-than-fair-market-value transfers Tools/checklist to evaluate assets for reuse as part of planning

68

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

Information Bridge Alerts Log On Alerts provide users with e-mail notification of updates to the Information Bridge in specific areas of interest. If you wish to receive an Alert...

69

Wind effect on long span bridge  

E-Print Network (OSTI)

This thesis has studied different types of reactions of long span bridge under wind load, such as vortex shedding, flutter and buffeting. Since all of these conditions have the chance to damage bridge structure, we calculate ...

Zhang, Xi, M. Eng. Massachusetts Institute of Technology

2012-01-01T23:59:59.000Z

70

Dynamic Testing of Alfred Zampa Memorial Bridge  

E-Print Network (OSTI)

of Structural Engineering , ASCE, 127(2), 161-167. Harik, I.of Bridge Engineering, ASCE, 3(4), 159-169. Boulder Realof Bridge Engineering, ASCE, 8(3), 162-172. California

2008-01-01T23:59:59.000Z

71

to China: A Bridge Between  

E-Print Network (OSTI)

From Yale to China: A Bridge Between Cultures Students often invoke the metaphor of a journey in China," she said. "Yale oered a vast array of resources to help me improve my language compe- tency program and myriad exchanges with China. The summer before her sophomore year at Yale, Jenna received

72

Einar Strmmen: Theory of bridge aerodynamics  

Science Conference Proceedings (OSTI)

... BOOK REVIEW ... In addition to bridges, the book also covers chimneys susceptible to vortex-shedding and aeroelas- tic response. ...

2013-07-24T23:59:59.000Z

73

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

74

158 HYDRAULIC PERFORMANCE OF BRIDGE RAILS  

E-Print Network (OSTI)

This research program addresses issues associated with the hydraulic effects of bridge rails on floodwater levels upstream of bridge structures. The hydraulics of bridge rails and traffic barrier systems are not well understood, especially with regard to rail/barrier systems in series and the submergence of structures. The hydraulics of bridge rails is an important issue for TxDOT bridge rehabilitation projects with potentially significant cost implications. This research project is designed to address issues associated with the hydraulic performance of bridge rails and traffic barriers, and to provide guidance on how different rail/barrier systems can be included in floodplain hydraulics models. 17. Key Words Hydraulics, bridge rails, floodplain, Weir equations,

All J. Charbeneau; On Klenzendorf; Michael E. Barrett; Randall J. Charbeneau; Brandon Klenzendorf; Michael E. Barrett

2008-01-01T23:59:59.000Z

75

Women @ Energy: Novella Bridges | Department of Energy  

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

Novella Bridges Novella Bridges Women @ Energy: Novella Bridges August 15, 2013 - 4:57pm Addthis Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. Check out other profiles in the Women @ Energy series and share your favorites on Pinterest. Novella Bridges has worked at the Department of Energy's Pacific Northwest National Laboratory since 2000. Novella is a project manager in PNNL's Applied Statistics and Computational Modeling group. She is currently on

76

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

DOE Scientific and Technical Information DOE Scientific and Technical Information DOE * OSTI * Go Mobile Information Bridge: DOE Scientific and Technical Information FAQ * Widget...

77

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

Site Map Information Bridge: Home Basic Search Fielded Search Help Comments FAQ Alerts: Alerts Log On Alerts Registration Alerts Help Alerts Comments Alerts FAQ...

78

A Framework for Historic Bridge Preservation  

E-Print Network (OSTI)

In an inevitably occurring process, bridges possessing historic, artistic, and engineering significance deteriorate and must be maintained and rehabilitated in order to be kept in service. Ideally, all potentially significant bridges would be properly preserved and continue to beautify and bring character to their surroundings for years to come. However, funding is currently limited for transportation projects in general, and even more so for historic bridge preservation, which some may consider less critical in comparison to other transportation needs. Because of this limitation on resources, it is important that bridge-owning agencies use proper planning and management strategies in order to make the best use of available funding. This thesis presents a framework designed to assist agencies in this process. The framework is devised specifically for TxDOT for use in Tarrant County, Texas, but can be used as a model for agencies anywhere with some modifications to fit the inventory under evaluation. Included in the framework are a methodology for prioritization of bridges within an inventory, guidance on financial and legal procedures, identification of potential funding sources, summary and review of condition assessment practices and bridge mitigation strategies, a template for individual bridge preservation plans, and a framework for resource allocation within a bridge inventory. It can be concluded from this research that early detection of defects, preventive maintenance, condition assessment beyond routine inspection, adjustment of evaluation methodology, and use of engineering judgment when using numerical evaluation methods are critical components of proper management of historic bridges.

Puls, Eric Mark

2013-08-01T23:59:59.000Z

79

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

80

BSC-254BSC-255 BRONFMAN BRIDGE  

E-Print Network (OSTI)

TBL-211A TPL-205 TPL-204 TPL-207 TOILET TPL-215A TPL-215 STUDY AREA TCL-216 TCL-217A TCL-217 TCL-213 TCL-202 TCL-206 TCL-205 BRIDGE TCL-212 TCL-211 TCL-208 TCL-209 TCL-210 BRIDGE ELEV 203 200 BSC-216

Aalberts, Daniel P.

Note: This page contains sample records for the topic "bridge corey butte" 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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81

SunShot Initiative: Bridging Research Interactions Through Collaborative  

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

Bridging Research Interactions Bridging Research Interactions Through Collaborative Development Grants in Energy to someone by E-mail Share SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Facebook Tweet about SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Twitter Bookmark SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Google Bookmark SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Delicious Rank SunShot Initiative: Bridging Research Interactions Through Collaborative Development Grants in Energy on Digg Find More places to share SunShot Initiative: Bridging Research

82

Shape Memory Alloys Aid Design of Earthquake-Resistant Bridges  

Science Conference Proceedings (OSTI)

Sep 5, 2013 ... Materials Education ... ECC would be about 3 percent higher than the cost of a conventional bridge, the bridge's lifetime cost would decrease.

83

BridgeLux | Open Energy Information  

Open Energy Info (EERE)

BridgeLux BridgeLux Jump to: navigation, search Logo: BridgeLux Name BridgeLux Address 1170 Sonora Court Place Sunnyvale, California Zip 94086 Sector Efficiency Product Designs and makes high power indium gallium nitride light emitting diodes Website http://www.bridgelux.com/ Coordinates 37.371138°, -121.998365° 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":37.371138,"lon":-121.998365,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

84

Reliability of corroded steel bridge girders  

E-Print Network (OSTI)

Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an ...

Cordahi, Irene A

2006-01-01T23:59:59.000Z

85

Economical solutions to blast mitigation on bridges  

E-Print Network (OSTI)

Mitigating the energy created from a blast has been a topic of utmost importance in the terrorism-feared world of today. Main targets of concern are passageways that are significant to a specific area, such as bridges. ...

DeRogatis, Austin (Austin Patrick)

2008-01-01T23:59:59.000Z

86

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

Contact Us If you have a question about Information Bridge, we recommend you check frequently asked questions. If your question still has not been answered or if you wish to send a...

87

Information Bridge: DOE Scientific and Technical Information...  

Office of Scientific and Technical Information (OSTI)

Alerts Comments If you have a question about Information Bridge Alerts, we recommend you check frequently asked questions. If your question still has not been answered or if you...

88

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

89

Blasting detonators incorporating semiconductor bridge technology  

SciTech Connect

The enormity of the coal mine and extraction industries in Russia and the obvious need in both Russia and the US for cost savings and enhanced safety in those industries suggests that joint studies and research would be of mutual benefit. The author suggests that mine sites and well platforms in Russia offer an excellent opportunity for the testing of Sandia`s precise time-delay semiconductor bridge detonators, with the potential for commercialization of the detonators for Russian and other world markets by both US and Russian companies. Sandia`s semiconductor bridge is generating interest among the blasting, mining and perforation industries. The semiconductor bridge is approximately 100 microns long, 380 microns wide and 2 microns thick. The input energy required for semiconductor bridge ignition is one-tenth the energy required for conventional bridgewire devices. Because semiconductor bridge processing is compatible with other microcircuit processing, timing and logic circuits can be incorporated onto the chip with the bridge. These circuits can provide for the precise timing demanded for cast effecting blasting. Indeed tests by Martin Marietta and computer studies by Sandia have shown that such precise timing provides for more uniform rock fragmentation, less fly rock, reduce4d ground shock, fewer ground contaminants and less dust. Cost studies have revealed that the use of precisely timed semiconductor bridges can provide a savings of $200,000 per site per year. In addition to Russia`s vast mineral resources, the Russian Mining Institute outside Moscow has had significant programs in rock fragmentation for many years. He anticipated that collaborative studies by the Institute and Sandia`s modellers would be a valuable resource for field studies.

Bickes, R.W. Jr.

1994-05-01T23:59:59.000Z

90

Golden Bridge Strategies | Open Energy Information  

Open Energy Info (EERE)

Bridge Strategies Bridge Strategies Jump to: navigation, search Name Golden Bridge Strategies Place San Francisco, California Sector Biofuels, Biomass, Hydrogen, Services, Vehicles Product Strategic advisory services Website http://www.gbstrategy.com Coordinates 37.7749295°, -122.4194155° 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":37.7749295,"lon":-122.4194155,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

91

Dynamics of a vertical water bridge  

E-Print Network (OSTI)

A vertical connection of water is formed when a high voltage electrode is dipped in and pulled out of a container of deionized water. We considered the formation and dynamical characteristics of this vertical water bridge. For the first time in this field, instabilities were observed in the bridge that led to an oscillatory behaviour which we categorized them into three dynamical regimes. some explanations were supplied on the physics behind these dynamics. We report the formation of macroscopic droplets during our experiments, which their dynamics revealed that they are electrically charged. In some cases the droplets levitated in the air due to the equality of gravity and electrical force (acting in the opposite direction). Our results shed light on the physics behind this phenomenon and the horizontal water bridge, which explanations regarding its underlying physics have led to controversial theories and discussions before.

Reza Montazeri Namin; Zahra Karimi

2013-09-09T23:59:59.000Z

92

Bridging The Gap 2013 | ornl.gov  

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

3 3 Mar 05 2013 03-05-2013 12:00 AM - 03-06-2013 05:00 PM Oak Ridge National Laboratory hosted the third annual Bridging the Gap on March 5-6, 2013. This event brought entrepreneurs, scientists, and technology transfer experts together to explore opportunities around the lab's most promising new technologies. Oak Ridge, TN CONTACT : Email: Cassie Lopez Phone:(865) 576-9294 Add to Calendar SHARE Bridging The Gap 2013 March 5-6, 2013 (Oak Ridge, TN) Tennessee A-B-C Conference Rooms (Building 5200) Oak Ridge National Laboratory hosted the third annual Bridging the Gap on March 5-6, 2013. This event brought entrepreneurs, scientists, and technology transfer experts together to explore opportunities around the lab's most promising new technologies. Keynote Address: Innovations at ORNL, Thom Mason

93

Bridge Frost Prediction by Heat and Mass Transfer Methods  

Science Conference Proceedings (OSTI)

Frost on roadways and bridges can present hazardous conditions to motorists, particularly when it occurs in patches or on bridges when adjacent roadways are clear of frost. To minimize materials costs, vehicle corrosion, and negative ...

Tina M. Greenfield; Eugene S. Takle

2006-03-01T23:59:59.000Z

94

Active control of extremely prestressed simple supported composite bridges  

E-Print Network (OSTI)

More than 600,000 US bridges are considered to be in need of rehabilitation. More than 90 Billion US Dollars is the estimated amount of money required. According to the National Bridge Inventory, 18.5% of those bridges are ...

Dagher, Bahjat (Bahjat Nouhad)

2007-01-01T23:59:59.000Z

95

The Nano-Micro Interface Bridging the Micro  

E-Print Network (OSTI)

The Nano-Micro Interface Bridging the Micro and Nano Worlds. Edited by Hans-Jörg Fecht and Matthias- tion among researchers. The book The Nano-Micro Interface: Bridging the Micro and Nano Worlds fills one of these gaps. More specifically, this book, as its subtitle indicates, bridges the micro and nano worlds

Cao, Guozhong

96

Valuable bridges : cable-stayed bridges and value engineering in American civil engineering culture, 1969-1979  

E-Print Network (OSTI)

A history and theory of cable-stayed bridges in the context of a cultural discourse on civil construction projects' value, this thesis studies the significance of cable-stayed bridge designs to 'value engineering' objectives ...

Samuels, Fallon M. (Fallon Michele)

2007-01-01T23:59:59.000Z

97

Polymeric salt bridges for conducting electric current in microfluidic devices  

DOE Patents (OSTI)

A "cast-in-place" monolithic microporous polymer salt bridge for conducting electrical current in microfluidic devices, and methods for manufacture thereof is disclosed. Polymeric salt bridges are formed in place in capillaries or microchannels. Formulations are prepared with monomer, suitable cross-linkers, solvent, and a thermal or radiation responsive initiator. The formulation is placed in a desired location and then suitable radiation such as UV light is used to polymerize the salt bridge within a desired structural location. Embodiments are provided wherein the polymeric salt bridges have sufficient porosity to allow ionic migration without bulk flow of solvents therethrough. The salt bridges form barriers that seal against fluid pressures in excess of 5000 pounds per square inch. The salt bridges can be formulated for carriage of suitable amperage at a desired voltage, and thus microfluidic devices using such salt bridges can be specifically constructed to meet selected analytical requirements.

Shepodd, Timothy J. (Livermore, CA); Tichenor, Mark S. (San Diego, CA); Artau, Alexander (Humacao, PR)

2009-11-17T23:59:59.000Z

98

Bridging the Gap 2011 | ornl.gov  

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

1 1 Apr 05 2011 04-05-2011 08:00 AM - 04-06-2011 05:00 PM Oak Ridge National Laboratory's Partnerships Directorate will host Bridging the Gap, a unique technology commercialization event, April 5-6 at Oak Ridge National Laboratory. Oak Ridge, TN Oak Ridge National Laboratory CONTACT : Email: Cassie Lopez Phone:(865) 576-9294 Add to Calendar SHARE Oak Ridge National Laboratory's Partnerships Directorate will host Bridging the Gap, a unique technology commercialization event, April 5-6 at Oak Ridge National Laboratory. The event will provide investors and entrepreneurs opportunities to learn about promising ORNL technologies available for license and to hear from ORNL licensees seeking growth capital. There will also be opportunities to tour ORNL's world-class research facilities and network with some of the

99

Information Bridge: DOE Scientific and Technical Information - Widget  

Office of Scientific and Technical Information (OSTI)

Information Bridge Widget Information Bridge Widget You can access key features from the Department of Energy's Office of Scientific and Technical Information (DOE/OSTI) by downloading the Information Bridge widget. Use the widget to search, receive alerts, and top documents. If you wish you may download and install this widget using its html inclusion code. Get the Information Bridge widget and many other great free widgets at Widgetbox! Not seeing a widget? (More info) Search: provides the capability to search the Information Bridge full-text document and bibliographic citations of DOE research report literature. Alerts: provides the functionally for users with e-mail notification of updates to website content in specific areas of interest. By registering with Information Bridge, users can select search queries that are regularly

100

Dialkylenecarbonate-Bridged Polysilsesquioxanes. Hybrid Organic Sol-Gels with a Thermally Labile Bridging Group  

SciTech Connect

In this paper, we introduce a new approach for altering the properties of bridged polysilsesquioxane xerogels using post-processing modification of the polymeric network. The bridging organic group contains latent functionalities that can be liberated thermally, photochemically, or by chemical means after the gel has been processed to a xerogel. These modifications can produce changes in density, volubility, porosity, and or chemical properties of the material. Since every monomer possesses two latent functional groups, the technique allows for the introduction of high levels of functionality in hybrid organic-inorganic materials. Dialkylenecarbonate-bridged polysilsesquioxane gels were prepared by the sol-gel polymerization of bis(triethoxysilylpropyl)carbonate (1) and bis(triethoxysilylisobutyl)-carbonate (2). Thermal treatment of the resulting non-porous xerogels and aerogels at 300-350 C resulted in quantitative decarboxylation of the dialkylenecarbonate bridging groups to give new hydroxyalkyl and olefinic substituted polysilsesquioxane monolithic xerogels and aerogels that can not be directly prepared through direct sol-gel polymerization of organotrialkoxysilanes.

Loy, D.A.; Beach, J.V.; Baugher, B.M.; Assink, R.A.; Shea, K.J.; Tran, J.; Small, J.H.

1999-04-21T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" 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.


101

Fiber Bridging Model for Reinforced-Carbon-Carbon  

Science Conference Proceedings (OSTI)

Symposium, Professor K. K. Chawla Honorary Symposium on Fibers, Foams and ... fiber bridging and resistance-curve behavior in reinforced-carbon-carbon (

102

Information Bridge Records in Library Catalogs - MARC Format...  

Office of Scientific and Technical Information (OSTI)

country (see Statistically Speaking). Even libraries that had not previously shown high usage of the Information Bridge, Energy Citations Database or other OSTI products...

103

How to Steer a Quantum System over a Schrdinger Bridge  

Science Conference Proceedings (OSTI)

A new approach to the steering problem for the Schrdinger equation relying on stochastic mechanics and on the theory of Schrdinger bridges is presented. Given the initial and final states ?0 and ?1, ... Keywords: Schrdinger bridge, constructive controllability, quantum control, stochastic mechanics

Alessandro Beghi; Augusto Ferrante; Michele Pavon

2002-06-01T23:59:59.000Z

104

Burning of high Tc bridges M. E. Gaevski,a)  

E-Print Network (OSTI)

Burning of high Tc bridges M. E. Gaevski,a) T. H. Johansen, Yu. Galperin,a) and H. Bratsberg February 1997; accepted for publication 24 September 1997 Burning of superconducting thin film bridges containing extended defects magneto-optic investigation is sufficient to locate the incipient burning region

Johansen, Tom Henning

105

Brimon: a sensor network system for railway bridge monitoring  

Science Conference Proceedings (OSTI)

Railway systems are critical in many regions, and can consist of several tens of thousands of bridges, being used over several decades. It is critical to have a system to monitor the health of these bridges and report when and where maintenance operations ... Keywords: bottom-up design, event detection, mobile data transfer, power-efficient operation, wireless sensor applications

Kameswari Chebrolu; Bhaskaran Raman; Nilesh Mishra; Phani Kumar Valiveti; Raj Kumar

2008-06-01T23:59:59.000Z

106

Bridging Physics and Biology Teaching through Modeling  

E-Print Network (OSTI)

As the frontiers of biology become increasingly interdisciplinary, the physics education community has engaged in ongoing efforts to make physics classes more relevant to life sciences majors. These efforts are complicated by the many apparent differences between these fields, including the types of systems that each studies, the behavior of those systems, the kinds of measurements that each makes, and the role of mathematics in each field. Nonetheless, physics and biology are both fundamental sciences that rely on observations and measurements to construct models of the natural world. In the present theoretical article, we propose that efforts to bridge the teaching of these two disciplines must emphasize shared scientific practices, particularly scientific modeling. We define modeling using language common to both disciplines and highlight how an understanding of the modeling process can help reconcile apparent differences between physics and biology. We elaborate how models can be used for explanatory, pre...

Hoskinson, Anne-Marie; Zwickl, Benjamin M; Hinko, Kathleen; Caballero, Marcos D

2013-01-01T23:59:59.000Z

107

ANUDISflM-37 SMART BRIDGE: A TOOL FOR ESTIMATING THE MILITARY LOAD CLASSIFICATION OF BRIDGES  

Office of Scientific and Technical Information (OSTI)

ANUDISflM-37 ANUDISflM-37 SMART BRIDGE: A TOOL FOR ESTIMATING THE MILITARY LOAD CLASSIFICATION OF BRIDGES USING VARYING LEVELS OF INFORMATION Decision and Information Sciences Division Argonne National Laboratory Operated by The University of Chicago, under Contract W-31-109-Eng-38, for the United States Department of Energy Argonne National Laboratory Argonne National Laboratory, with facilities in the states of Illinois and Idaho, is owned by the United States Government, and operated by the University of Chicago under the provisions of a contract with the Department of Energy. This technical memo is a product of Argonne's Decision and Information Sciences (DE) Division. For information on the division's scientific and engineering activities, contact: Director, Decision and Information

108

A Theoretical Structural Impairment Detection System for Timber Railway Bridges  

E-Print Network (OSTI)

The objective of this research is to develop a theoretical Structural Impairment Detection System (SIDS) for timber railway bridges. Due to fatigue, the timber stringers in timber railway bridges develop shear cracks. These shear cracks lead to higher bridge deflections, higher stresses in the stringers and rail, and shorter fatigue life of the system. A SIDS is proposed which links wheel path accelerations obtained from traversing freight cars to the condition of the bridge. In order to develop the SIDS, two models of timber railway bridges with various levels of structural impairment were developed. The first model was a quasi-static model developed from classical beam theory and implemented in MATLAB. The second model was a dynamic, finite element model created in LS-DYNA. Traversing axle loads were imposed on the models. The results obtained from the model were the wheel paths the axles take as they traverse the bridge. The paths were expressed as vertical displacements as a function of position on the bridge. Wheel path accelerations were obtained by numerically differentiating the vertical displacements. The accelerations were then used to train neural networks to have an input of an acceleration vector and an output of a bridge condition vector. The neural networks were trained on results from both models under three train speeds: 40 mph, 30 mph, and 20 mph. The networks were able to determine the correct bridge condition 90% of the time when the train speed was 40 mph and 70% of the time when the train speed was 30 mph. The networks were not successful in determining bridge condition when the train speed was 20 mph.

Orsak, John

2012-05-01T23:59:59.000Z

109

Strong enhancement of superconductivity in a nanosized Pb bridge  

E-Print Network (OSTI)

In recent experiments with a superconducting nanosized Pb bridge formed between a scanning tunneling microscope tip and a substrate, superconductivity has been detected at magnetic fields, which are few times larger than the third (surface) critical field. We describe the observed phenomenon on the basis of a numerical solution of the Ginzburg-Landau equations in a model structure consisting of six conoids. The spatial distribution of the superconducting phase is shown to be strongly inhomogeneous, with concentration of the superconducting phase near the narrowest part (the neck) of the bridge. We show that suppression of superconductivity in the bridge by applied magnetic field or by temperature first occurs near the bases and then in the neck region, what leads to a continuous superconducting-to-normal resistive transition. A position of the transition midpoint depends on temperature and, typically, is by one order of magnitude higher than the second critical field Hc2. We find that the vortex states can be realized in the bridge at low temperatures T/Tc ? 0.6. The vortex states lead to a fine structure of the superconducting-to-normal resistive transition. We also analyze vortex states in the bridge, which are characterized by a varying vorticity as a function of the bridges height.

V. R. Misko; V. M. Fomin; J. T. Devreese

2008-01-01T23:59:59.000Z

110

Regulation of Dams and Bridges Affecting Navigable Waters (Wisconsin) |  

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

Dams and Bridges Affecting Navigable Waters Dams and Bridges Affecting Navigable Waters (Wisconsin) Regulation of Dams and Bridges Affecting Navigable Waters (Wisconsin) < Back Eligibility Agricultural Commercial Construction Fed. Government Fuel Distributor General Public/Consumer Industrial Installer/Contractor Institutional Investor-Owned Utility Local Government Low-Income Residential Multi-Family Residential Municipal/Public Utility Nonprofit Residential Retail Supplier Rural Electric Cooperative Schools State/Provincial Govt Systems Integrator Transportation Tribal Government Utility Savings Category Water Buying & Making Electricity Home Weatherization Program Info Start Date 2007 State Wisconsin Program Type Siting and Permitting Provider Department of Natural Resources Chapter 31 of the Wisconsin Statutes lays out the regulations relevant to

111

Information Bridge: DOE Scientific and Technical Information - Former  

Office of Scientific and Technical Information (OSTI)

Archived Features Archived Features Nanotechnology nanoclusterhand Photo Courtesy of LANL Nanotechnology has a vitally important role to play in addressing the nation's energy, climate change and national security challenges. Nanotechnology Research results in Information Bridge Congratulations! Saul Perlmutter Photo Courtesy of LBNL Berkeley Lab's Saul Perlmutter wins Nobel Prize in Physics "For the discovery of the accelerating expansion of the Universe through observations of distant supernovae." The Supernova Cosmology Project, LBNL Dr. Perlmuter's research in Information Bridge Information Bridge Reference Linking The Office of Scientific and Technical Information (OSTI) is giving authors the opportunity to have their reports enhanced... - Reference Linking Information

112

Cathodic Protection of the Yaquina Bay Bridge  

SciTech Connect

The Yaquina Bay Bridge in Newport, Oregon, was designed by Conde B. McCullough and built in 1936. The 3,223-foot (982 m) structure is a combination of concrete arch approach spans and a steel through arch over the shipping channel. Cathodic protection is used to prevent corrosion damage to the concrete arches. The Oregon Department of Transportation (Oregon DOT) installed a carbon anode coating (DAC-85) on two of the north approach spans in 1985. This anode was operated at a current density of 6.6 mA/m2(0.6 mA/ft2). No failure of the conductive anode was observed in 1990, five years after application, or in 2000, 15 years after application. Thermal-sprayed zinc anodes 20 mils (0.5 mm) thick were applied to half the south approach spans beginning in 1990. Thermal-sprayed zinc anodes 15 mils (0.4 mm) thick were applied to the remaining spans in 1996. These anodes were operated at a current density of 2.2 mA/m2(0.2 mA/ft2). In 1999, four zones on the approach spans were included in a two-year field trial of humectants to improve zinc anode performance. The humectants LiNO3 and LiBr were applied to two zones; the two adjacent zones were left untreated as controls. The humectants substantially reduced circuit resistance compared to the controls.

Bullard, Sophie J.; Cramer, Stephen D.; Covino, Bernard S., Jr.; Holcomb, Gordon R.; Russell, James H.; Laylor, H.M.; Cryer, C.B.

2001-02-01T23:59:59.000Z

113

East Grand St Bridge Snowmelt Low Temperature Geothermal Facility | Open  

Open Energy Info (EERE)

Bridge Snowmelt Low Temperature Geothermal Facility Bridge Snowmelt Low Temperature Geothermal Facility Jump to: navigation, search Name East Grand St Bridge Snowmelt Low Temperature Geothermal Facility Facility East Grand St Bridge Sector Geothermal energy Type Snowmelt Location Laramie, Wyoming Coordinates 41.3113669°, -105.5911007° 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":[]}

114

Bridging the Divide Between Poverty Reduction and Climate Change Through  

Open Energy Info (EERE)

Bridging the Divide Between Poverty Reduction and Climate Change Through Bridging the Divide Between Poverty Reduction and Climate Change Through Sustainable and Innovative Energy Technologies Jump to: navigation, search Tool Summary LAUNCH TOOL Name: Bridging the Divide Between Poverty Reduction and Climate Change Through Sustainable and Innovative Energy Technologies Agency/Company /Organization: Dr. Anilla Cherian Sector: Climate, Energy Focus Area: Renewable Energy Topics: Co-benefits assessment, - Energy Access, Low emission development planning, Pathways analysis Resource Type: Publications User Interface: Website Website: www.undp.ro/download/sustainable%20Innovative%20Energy%20Technologies% Cost: Free Language: English This expert report highlights the need to bridge the divide between climate change and poverty reduction through innovative energy technologies and to

115

Analysis of pollution controls for bridge painting. Final report  

SciTech Connect

Research was performed to evaluate pollution control measures for bridge painting. A field comparison was performed to evaluate the following techniques: abrasive blasting with low dusting abrasive; abrasive blasting with metallic abrasive; vacuum blasting with recyclable abrasive; vacuum blasting with slag abrasive; and power tool cleaning. Technical feasibility, productivity and cost were analyzed for the different techniques. Impact on air, water, sediment and soil was measured. A literature and information search was performed on surface preparation techniques for cleaning bridge steel and environmental impact from bridge cleaning activities. The results from the research were used to make recommendations to PennDOT on changes to their Guidelines for Environmental Pollution Controls for Bridge Painting Contracts.

Smith, L.

1991-07-01T23:59:59.000Z

116

Use of fiber reinforced polymer composite in bridge structures  

E-Print Network (OSTI)

Fiber reinforced polymer composite (FRP) is a new construction material, gradually gaining acceptance from civil engineers. Bridge engineering is among the fields in civil engineering benefiting from the introduction of ...

Tuakta, Chakrapan, 1980-

2005-01-01T23:59:59.000Z

117

The Bump at the End of the Railway Bridge  

E-Print Network (OSTI)

The bump at the end of the railway bridge is a result of differential movement between the bridge deck and the approach embankment. The movement can have the form of a bump or a dip. Either defect in the track geometry can cause significant problems in track performance. The current state of practice was evaluated by conducting a literature review and an industry survey. According to the survey, approximately half of all railway bridges are affected by the bump/dip. The total annual cost for repairing these bridge transition problems is estimated at $26 million. This does not take into account the considerable cost resulting from speed reductions that railroads must place on trains at these locations. In addition to the increased maintenance costs, the bump/dip leads to higher impact loads, uncomfortable rides and possible safety hazards. The track response due to the bump at the end of the bridge was evaluated by creating a 4-D finite element model of the train, track structure and track substructure. The motion of the train model across a bridge/approach transition, with and without a bump/dip, was then simulated using LS-DYNA. It was found that a track modulus differential alone (no bump/dip) at a bridge/approach location leads to impact forces as well as increased ballast and subgrade pressures on the approach. This instigates the formation of a bump or dip in the track. The track response is increased when a bump/dip is present in the track profile. A parametric study looking at the influence of train direction, train speed, bump/dip size, approach embankment soil modulus, approach tie material, bridge tie material, bridge deck type, ballast thickness and approach tie length on the magnitude of impact forces, track deflection, ballast and subgrade pressures was also performed with the model. Finally, a design solution to minimize the bump at the end of the bridge is proposed. The solution involves installing varying length steel bars into a soft subgrade approach embankment. The solution addresses both the settlement and track modulus differential between the bridge and the embankment. A full-scale field test of this prototype solution is underway.

Nicks, Jennifer Elizabeth

2009-12-01T23:59:59.000Z

118

Efficient cable arrangement in cable stayed bridges based on sensitivity analysis of aeroelastic behaviour  

Science Conference Proceedings (OSTI)

Construction of cable supported bridges has experienced a great impulse in the past decade. Bridges having more than 800m of span length were built in France and Japan and some bridges with span length of more than 1km are going to be built, such as ... Keywords: Aeroelastic analysis, Cable configuration, Cable stayed bridges, Efficient structural design, Sensitivity analysis

Jos . Jurado; Flix Nieto; Santiago Hernndez; Alejandro Mosquera

2008-09-01T23:59:59.000Z

119

What is campus bridging and what is XSEDE doing about it?  

Science Conference Proceedings (OSTI)

The term "campus bridging" was first used in the charge given to an NSF Advisory Committee for Cyberinfrastructure task force. That task force developed this description of campus bridging: "Campus bridging is the seamlessly integrated use of cyberinfrastructure ... Keywords: campus bridging, cyberinfrastructure, middleware, usability

Craig A. Stewart; Richard Knepper; James Ferguson; Felix Bachmann; Ian Foster; Andrew Grimshaw; Victor Hazlewood; David Lifka

2012-07-01T23:59:59.000Z

120

Acoustic emission monitoring for assessment of steel bridge details  

SciTech Connect

Acoustic emission (AE) testing was deployed on details of two large steel Interstate Highway bridges: one cantilever through-truss and one trapezoidal box girder bridge. Quantitative measurements of activity levels at known and suspected crack locations were made by monitoring AE under normal service loads (e.g., live traffic and wind). AE indications were used to direct application of radiography, resulting in identification of a previously unknown flaw, and to inform selection of a retrofit detail.

Kosnik, D. E.; Corr, D. J. [Infrastructure Technology Institute, Northwestern University, Evanston, IL 60208 (United States); Hopwood, T. [Kentucky Transportation Center, University of Kentucky, Lexington, KY 40506 (United States)

2011-06-23T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" 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

Microsoft PowerPoint - 2009.10.27 Bridge Inspection Follow-up  

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

Bridge Inspection Status Bridge Inspection Status Cindy Hunt, P.E., LEED AP Facilities Engineer Office of Engineering and Construction Management U. S. Department of Energy October 27, 2009 Status of Operating Assets June 2009 October 2009 Compliant Inspection Date Compliant Inspection Date No Inspection Date All Vehicle Bridges 44% 65% 21% - Public Access 67% 44% 44% Train Bridges 50% 75% 25% All Pedestrian Bridges 43% 67% 0% - Public Access 100% 100% 0% 2 DOE Inventory: 60 Assets Vehicle Bridges: 43 (34 controlled, 9 public) Train Bridges: 5 controlled Pedestrian Bridges: 12 (7 controlled, 5 public) 3 What's Coming Next * FIMS change to provide Usage Codes for publically accessible bridges * FIMS change to provide Safety Inspection Date for all bridges * Programs complete necessary inspections, update usage codes and populate inspection dates

122

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

123

Calculation of Extreme Wave Loads on Coastal Highway Bridges  

E-Print Network (OSTI)

Coastal bridges are exposed to severe wave, current and wind forces during a hurricane. Most coastal bridges are not designed to resist wave loads in such extreme situations, and there are no existing analytical methods to calculate wave loads on coastal highway bridges. This study focuses on developing a new scheme to estimate the extreme wave loads on bridges for designing purpose. In order to do this, a 2D wave velocity potential model (2D Model) is set up for the deterministic analysis of wave force on bridge decks. 2D Model is a linear wave model, which has the capability of calculating wave velocity potential components in time domain based on wave parameters such as wave height, wave period and water depth, and complex structural geometries. 2D Model has Laplace equation as general equation. The free surface boundary, incoming and outgoing wave boundary conditions are linearized, decomposed first, and then solved by the finite difference method. Maximum wave forces results calculated by the linear 2D Model are compared with results from CFD software Flow3D that is using Navier Stokes theory up to the 5th order; and 2D Model is validated by comparing results with experiment data. A case study is conducted for calculating extreme wave forces on I-10 Bridge across Escambia Bay, Florida during Hurricane Ivan in September 2004.SWAN model is adapted to investigate the parameters of wave heights and wave periods around bridge sites. SWAN model has the capability of predicting or hindcasting significant wave heights and wave periods as long as the domain and input parameters are given. The predicted significant wave heights are compared with measurements by Buoy Station 42039 and 42040 nearest to Escambia Bay. A new prediction equation of maximum uplift wave forces on bridge decks is developed in terms of wave height, wave period, water depth, bridge width, water clearance and over top water load. To develop the equations, the relationship is investigated between maximum uplift wave forces and wave parameters, water clearance, green water effects and bridge width. 2D Model is used for up to 1886 cases with difference parameters. Flow3D model is adopted to determine coefficients of water clearance and green water effects, which cannot be calculated by 2D Model.

Meng, Bo

2008-12-01T23:59:59.000Z

124

Electrical Resistivity Imaging for Unknown Bridge Foundation Depth Determination  

E-Print Network (OSTI)

Unknown bridge foundations pose a significant safety risk due to stream scour and erosion. Records from older structures may be non-existent, incomplete, or incorrect. Nondestructive and inexpensive geophysical methods have been identified as suitable to investigate unknown bridge foundations. The objective of the present study is to apply advanced 2D electrical resistivity imaging (ERI) in order to identify depth of unknown bridge foundations. A survey procedure is carried out in mixed terrain water and land environments with rough topography. A conventional resistivity survey procedure is used with the electrodes installed on the stream banks. However, some electrodes must be adapted for underwater use. Tests were conducted in one laboratory experimentation and at five field experimentations located at three roadway bridges, a geotechnical test site, and a railway bridge. The first experimentation was at the bridges with the smallest foundations, later working up in size to larger drilled shafts and spread footings. Both known to unknown foundations were investigated. The geotechnical test site is used as an experimental site for 2D and 3D ERI. The data acquisition is carried out along 2D profile with a linear array in the dipole-dipole configuration. The data collections have been carried out using electrodes deployed directly across smaller foundations. Electrodes are deployed in proximity to larger foundations to image them from the side. The 2D ERI can detect the presence of a bridge foundation but is unable to resolve its precise shape and depth. Increasing the spatial extent of the foundation permits better image of its shape and depth. Using electrode < 1 m to detect a slender foundation < 1 m in diameter is not feasible. The 2D ERI method that has been widely used for land surface surveys presently can be adapted effectively in water-covered environments. The method is the most appropriate geophysical method for determination of unknown bridge foundations. Fully 3D ERI method at bridge sites is labor intensive, time consuming, and does not add enough value over 2D ERI to make it worthwhile.

Arjwech, Rungroj

2011-12-01T23:59:59.000Z

125

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

126

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

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

Protein Bridges DNA Base and Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Wednesday, 28 October 2009 00:00 Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

127

Mag Feet : a robotic device for the inspection of steel bridge structures  

E-Print Network (OSTI)

The aging of America's steel bridges presents many challenges. Undetected cracks and corrosion can eventually lead to catastrophic failure. Due to the difficulties with inspecting existing bridges the use of mobile robots ...

Mazumdar, Anirban

2009-01-01T23:59:59.000Z

128

Lessons learned in the design and erection of box girder bridges from the West Gate collapse  

E-Print Network (OSTI)

The West Gate Bridge, intended to span the Yarra River in Australia, collapsed during its third year of construction in 1970. Investigation into the project revealed numerous issues in the bridge's design and construction. ...

Burton, Alia Christine

2007-01-01T23:59:59.000Z

129

Bridge and Roadway Frost. Occurrence and Prediction by Use of an Expert System  

Science Conference Proceedings (OSTI)

A survey of the characteristics of frost occurrences on bridges and roadways derived from questionnaires completed by highway maintenance personnel and analysis of more than 4000 frost observations in Iowa reveal that bridge frost occurs up to 58 ...

Eugene S. Takle

1990-08-01T23:59:59.000Z

130

The Role of the Atmospheric Bridge in Linking Tropical Pacific ENSO Events to Extratropical SST Anomalies  

Science Conference Proceedings (OSTI)

The role of the atmospheric circulation as a bridge between sea surface temperature (SST) anomalies in the tropical Pacific and those in the midlatitude northern oceans is assessed. The key processes associated with this atmospheric bridge are ...

Ngar-Cheung Lau; Mary Jo Nath

1996-09-01T23:59:59.000Z

131

Send my love to Tijuana -- Tijuana sends her love : the transcendental Tijuanense telecommunications bridge to everywhere  

E-Print Network (OSTI)

Send My Love to Tijuana I Tijuana Sends Her Love replaces an existing pedestrian bridge that connects two vibrant neighborhoods in Tijuana, Mexico. The bridge is strategically situated to integrate itself into the city's ...

Hale, Mary E., S.M. Massachusetts Institute of Technology

2009-01-01T23:59:59.000Z

132

Federal Highway Administration Long-Term Bridge Performance Program  

E-Print Network (OSTI)

management #12;LTBP Program Approach ·! Detailed inspection, periodic evaluation and monitoring utilizing ·! 3 to 4 months to kick off and instrument each bridge ·! 2 weeks for visual inspection and NDE ·! 3 ·! Accessibility to many LTBP team members ·! U.S Route 15 over I-66 Haymarket, VA ·! Constructed in 1979

Minnesota, University of

133

Cycling firing method for bypass operation of bridge converters  

DOE Patents (OSTI)

The bridge converter comprises a number of switching elements and an electronic logic system which regulated the electric power levels by controlling the firing, i.e., the initiation of the conduction period of the switching elements. Cyclic firing of said elements allows the direct current to bypass the alternating current system with high power factor and negligible losses.

Zabar, Zivan (99-72 66th Rd., Apt. 9N, Forest Hills, NY 11375)

1982-01-01T23:59:59.000Z

134

Scaling up energy efficiency: bridging the action gap  

E-Print Network (OSTI)

Scaling up energy efficiency: bridging the action gap 2-3 April 2007 International Energy Agency the efficiency with which energy is produced and used is important because this addresses policy objectives concentrations, accelerating global warming and climate change. The importance of energy efficiency

135

Transport of Molecular Motor Dimers in Burnt-Bridge Models  

E-Print Network (OSTI)

Dynamics of molecular motor dimers, consisting of rigidly bound particles that move along two parallel lattices and interact with underlying molecular tracks, is investigated theoretically by analyzing discrete-state stochastic continuous-time burnt-bridge models. In these models the motion of molecular motors is viewed as a random walk along the lattices with periodically distributed weak links (bridges). When the particle crosses the weak link it can be destroyed with a probability $p$, driving the molecular motor motion in one direction. Dynamic properties and effective generated forces of dimer molecular motors are calculated exactly as a function of a concentration of bridges $c$ and burning probability $p$ and compared with properties of the monomer motors. It is found that the ratio of the velocities of the dimer and the monomer can never exceed 2, while the dispersions of the dimer and the monomer are not very different. The relative effective generated force of the dimer (as compared to the monomer) also cannot be larger than 2 for most sets of parameters. However, a very large force can be produced by the dimer in the special case of $c=1/2$ for non-zero shift between the lattices. Our calculations do not show the significant increase in the force generated by collagenase motor proteins in real biological systems as predicted by previous computational studies. The observed behavior of dimer molecular motors is discussed by considering in detail the particle dynamics near burnt bridges.

Alexander Yu. Morozov; Anatoly B. Kolomeisky

2007-09-21T23:59:59.000Z

136

D0 Silicon Upgrade: End Calorimeter Transfer Bridge Modification  

Science Conference Proceedings (OSTI)

During the assembly of major components into the D0 Detector, a transfer bridge was required to move the North-End Calorimeter from the clean room,over the cable bridge and onto the north sidewalk of the assembly hall. This experiment is now at the beginning stages of the next phase, namely the upgrade of this Detector for future physics research. A major piece of this upgrade is the installation of a solenoid magnet into the Central Calorimeter. In order to accomplish this, the South End Calorimeter has to be removed from the detector and the North End Calorimeter must be moved an additional 20-inch from its nominal open position (total 60-inch movement). The South End Calorimeter will be removed from the detector using the equipment designed for its installation. The calorimeter will be staged on the south sidewalk during the installation of the solenoid magnet and the central tracking systems. The North End Calorimeter is moved 60-inch to give more space between calorimeters during magnet, tracker and cable installation work. This movement will allow the calorimeter to remain coupled to the cryo system. However, this movement requires an extension be added to the center beam. This extension will support the rear wheels of the calorimeter and in the case of the end calorimeters, carry the majority of the weight. The extension is to be a modification of the transfer bridge. This modification, basically has T1 steel blocks added to one end and legs to the sidewalk supports at the other. The T1 steel blocks are notched to fit into the center beam porches and are welded to bridge rails. This design is the same as that for the installation bridge (3740.312-ME-273456), including the welds and weld procedures which are identical in both cases. Since load testing is impractical, the critical welds will be non-destructive tested by ultrasonic means. The laboratory, through the FESS Department, has a contract with M.Q.S. Inspection Inc. The results of this testing will be submitted to the panel for review before the bridge is put into use. It is noted here, that M.Q.S. did perform an ultrasonic test on the critical welds of the EC-CC installation bridge on Oct. 2, 1990. That test demonstrated the weld penetrations between the T1 and A-36 materials. Copies were given to the committee at that time. A copy of the original North End Cap Calorimeter Installation Note is attached for reference.

Stredde, H.J.; /Fermilab

1996-07-10T23:59:59.000Z

137

Effects of speed, load and damping on the dynamic response of railway bridges and vehicles  

Science Conference Proceedings (OSTI)

In this paper, the effects of various parameters influencing the dynamic response of railway bridges are investigated. A versatile and computationally efficient numerical model was developed for this purpose. The model incorporates three-dimensional ... Keywords: Dynamic amplification, Dynamic response, Finite element modelling, Parametric study, Railway bridge dynamics, Train-bridge interaction

Michal Majka; Michael Hartnett

2008-03-01T23:59:59.000Z

138

Experimental and numerical characterization of a membrane material for orthotropic steel deck bridges: Part 1  

Science Conference Proceedings (OSTI)

Preliminary analyses have shown that membrane materials, connecting mastic asphalt surfacings to plates of orthotropic steel deck bridges, play an extremely important role in determining the structural response of these types of bridges. This necessitates ... Keywords: Constitutive model, Four-point shear test, Global model concept, Membrane, Orthotropic steel bridges

T. O. Medani; X. Liu; M. Huurman; A. Scarpas; A. A. A. Molenaar

2008-06-01T23:59:59.000Z

139

Analytical approach to sensitivity analysis of flutter speed in bridges considering variable deck mass  

Science Conference Proceedings (OSTI)

Design techniques based upon sensitivity analysis are not usual in the current design of suspension bridges. However, sensitivity analysis has been proved to be a useful tool in the car and aircraft industries. Evaluation of sensitivity analysis is a ... Keywords: Bridge design, Flutter speed, Great Belt Bridge, Parallel processing, Sensitivity analysis, Wind engineering

Flix Nieto; Santiago Hernndez; Jos . Jurado; Alejandro Mosquera

2011-04-01T23:59:59.000Z

140

Fault Modeling and Analysis for Resistive Bridging Defects in a Synchronizer  

Science Conference Proceedings (OSTI)

This paper presents fault modeling and analysis for bridging defects in a synchronizer that is implemented by two D flip-flops. Bridging defects are injected into any two nodes of the synchronizer, and HSPICE is used to perform circuit analysis. The ... Keywords: Bridging defect, Fault modeling, Synchronizer

Hyoung-Kook Kim; Wen-Ben Jone; Laung-Terng Wang

2010-06-01T23:59:59.000Z

Note: This page contains sample records for the topic "bridge corey butte" 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

SolarBridge Technologies formerly SmartSpark Energy Systems | Open Energy  

Open Energy Info (EERE)

SolarBridge Technologies formerly SmartSpark Energy Systems SolarBridge Technologies formerly SmartSpark Energy Systems Jump to: navigation, search Name SolarBridge Technologies (formerly SmartSpark Energy Systems) Place Austin, Texas Zip 78731 Sector Solar Product Developing a micro-inverter for residential solar panels, and charge equalisers to improve life for battery-powered equipment. References SolarBridge Technologies (formerly SmartSpark Energy Systems)[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. SolarBridge Technologies (formerly SmartSpark Energy Systems) is a company located in Austin, Texas . References ↑ "SolarBridge Technologies (formerly SmartSpark Energy Systems)" Retrieved from "http://en.openei.org/w/index.php?title=SolarBridge_Technologies_formerly_SmartSpark_Energy_Systems&oldid=351355"

142

BridgeLux Inc former eLite Optoelectronics | Open Energy Information  

Open Energy Info (EERE)

BridgeLux Inc former eLite Optoelectronics BridgeLux Inc former eLite Optoelectronics Jump to: navigation, search Name BridgeLux Inc (former eLite Optoelectronics) Place Sunnyvale, California Zip 94086 Product Developer and provider of indium gallium nitride light emitting diodes (InGaN LEDs) for solid state lighting, mobile appliance, signage, and automotive applications. References BridgeLux Inc (former eLite Optoelectronics)[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. BridgeLux Inc (former eLite Optoelectronics) is a company located in Sunnyvale, California . References ↑ "BridgeLux Inc (former eLite Optoelectronics)" Retrieved from "http://en.openei.org/w/index.php?title=BridgeLux_Inc_former_eLite_Optoelectronics&oldid=34303

143

Tungsten bridge for the low energy ignition of explosive and energetic materials  

DOE Patents (OSTI)

A tungsten bridge device for the low energy ignition of explosive and energetic materials is disclosed. The device is fabricated on a silicon-on-sapphire substrate which has an insulating bridge element defined therein using standard integrated circuit fabrication techniques. Then, a thin layer of tungsten is selectively deposited on the silicon bridge layer using chemical vapor deposition techniques. Finally, conductive lands are deposited on each end of the tungsten bridge layer to form the device. It has been found that this device exhibits substantially shorter ignition times than standard metal bridges and foil igniting devices. In addition, substantially less energy is required to cause ignition of the tungsten bridge device of the present invention than is required for common metal bridges and foil devices used for the same purpose.

Benson, David A. (Albuquerque, NM); Bickes, Jr., Robert W. (Albuquerque, NM); Blewer, Robert S. (Albuquerque, NM)

1990-01-01T23:59:59.000Z

144

Tungsten bridge for the low energy ignition of explosive and energetic materials  

DOE Patents (OSTI)

A tungsten bridge device for the low energy ignition of explosive and energetic materials is disclosed. The device is fabricated on a silicon-on-sapphire substrate which has an insulating bridge element defined therein using standard integrated circuit fabrication techniques. Then, a thin layer of tungsten is selectively deposited on the silicon bridge layer using chemical vapor deposition techniques. Finally, conductive lands are deposited on each end of the tungsten bridge layer to form the device. It has been found that this device exhibits substantially shorter ignition times than standard metal bridges and foil igniting devices. In addition, substantially less energy is required to cause ignition of the tungsten bridge device of the present invention than is required for common metal bridges and foil devices used for the same purpose. 2 figs.

Benson, D.A.; Bickes, R.W. Jr.; Blewer, R.S.

1990-12-11T23:59:59.000Z

145

Golden's Bridge, New York: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Golden's Bridge, New York: Energy Resources Golden's Bridge, New York: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 41.290749°, -73.67395° 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":41.290749,"lon":-73.67395,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

146

Microsoft Word - Old Highway Bridge_CX Memo_20120608.docx  

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

Old Highway Bridge Property Funding Old Highway Bridge Property Funding Fish and Wildlife Project No.: 2009-003-00 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.25 Transfer, lease, disposition, or acquisition of interests in land and associated buildings for cultural resources protection, habitat preservation, or fish and wildlife management provided that there would be no potential for release of substances at a level, or in a form, that could pose a threat to public health or the environment. Location: Twisp, Okanogan County, WA Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to fund the Methow Salmon Recovery Foundation (MSRF) to acquire approximately 22.1 acres of land and 1,455 feet of the Twisp

147

Information Bridge: DOE Scientific and Technical Information - Architecture  

Office of Scientific and Technical Information (OSTI)

Search Architecture - What Is under the hood? Search Architecture - What Is under the hood? The Information Bridge makes searchable full-text and bibliographic citations of DOE research results. This research covers the areas of physics, chemistry, materials, biology, environmental sciences, energy technologies, engineering, computer and information science, renewable energy, and other topics of interest to DOE's mission. Information Bridge is powered by traditional Web-based architecture. That is, a database and a set of full-text documents are made searchable by a series of dynamic Web pages with persistent URLs (Web addresses). The entirety of a report is indexed and associated with its corresponding bibliographic citation. The information consumer may perform a search against the entire record,

148

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

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

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

149

Union Bridge, Maryland: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

Bridge, Maryland: Energy Resources Bridge, Maryland: Energy Resources Jump to: navigation, search Equivalent URI DBpedia Coordinates 39.5689895°, -77.176927° 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":39.5689895,"lon":-77.176927,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

150

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

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

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

151

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways  

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

Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Protein Bridges DNA Base and Nucleotide Excision Repair Pathways Print Alkyltransferase proteins (AGT) protect cells from the biological effects of DNA damage caused by the addition of alkyl groups (alkylation). Alkyltransferase-like proteins (ATLs) can do the same, but they lack the reactive cysteine residue that allows the alkyltransferase function, and the mechanism for cell protection has remained unknown. To address this mystery, a British-American team lead by researchers at the Scripps Research Institute recently applied a combination of x-ray structural, biochemical, and genetic studies to ATLs in the yeast Schizosaccharomyces pombe without and with damaged DNA. By showing how a process called non-enzymatic nucleotide flipping activates ATL-initiated DNA repair, their results may improve our understanding of genomic integrity and responses to DNA damage relevant to pathogens and cancer development.

152

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners  

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

Bridging Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners John Shugars, Consultant Philip Coleman, Lawrence BerkeleyNational Laboratory ChristopherPayne, Lawrence Berkeley National Laboratory Laura Van Wie McGrory, Lawrence Berkeley National Laboratory ABSTRACT The energy efficiency ofmany products has increased markedly over the past decade. A conspicuous exception to this trend is commercial packaged rooftop air conditioners, which have experiencedlittle to no efficiency improvement since 1992 when the Energy Policy Act of 1992 imposed federal minimum standards. Packaged rooftop units have been estimated to use on the order of76 billion kWh annually in the US, at a cost ofroughly $5.6 billion. Sales of these units are growing, and the majority of units sold have energy efficiency ratios (EERs) at orjust above the current national minimum efficiency

153

Raman Scattering at Plasmonic Junctions Shorted by Conductive Molecular Bridges  

Science Conference Proceedings (OSTI)

Intensity spikes in Raman scattering, accompanied by switching between line spectra and band spectra, can be assigned to shorting the junction plasmon through molecular conductive bridges. This is demonstrated through Raman trajectories recorded at a plasmonic junction formed by a gold AFM tip in contact with a silver surface coated either with biphenyl-4,4-dithiol or biphenyl-4-thiol. The fluctuations are absent in the monothiol. In effect, the making and breaking of chemical bonds is tracked.

El-Khoury, Patrick Z.; Hu, Dehong; Apkarian, V. Ara; Hess, Wayne P.

2013-04-10T23:59:59.000Z

154

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners  

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

Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Title Bridging the Efficiency Gap: Commercial Packaged Rooftop Air Conditioners Publication Type Conference Proceedings Year of Publication 2000 Authors Shugars, John, Philip Coleman, Christopher T. Payne, and Laura Van Wie McGrory Conference Name Proceedings from the 2000 ACEEE Summer Study on Energy Efficiency in Buildings Volume 10 Pagination 217-226 Date Published 01/2000 Abstract The energy efficiency ofmany products has increased markedly over the past decade. A conspicuous exception to this trend is commercialpackaged rooftop air conditioners, which have experiencedlittle to no efficiency improvement since 1992 when the Energy Policy Act of 1992 imposed federal minimum standards. Packaged rooftop units have been estimated to use on the order of76 billion kWh annually in the US, at a cost ofroughly $5.6 billion. Sales of these units are growing, and the majority of units sold have energy efficiency ratios (EERs) at orjust above the current national minimum efficiency standards. In this paper we document the static efficiencies ofcommercialpackaged air conditioners, explore the reasons behindthis efficiency gap, and assess opportunities for overcoming the barriers to efficiency improvements in these products.

155

Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its  

Open Energy Info (EERE)

Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector Jump to: navigation, search Tool Summary Name: Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector Agency/Company /Organization: Bridging the Gap Sector: Energy, Land Focus Area: Transportation Topics: Policies/deployment programs Resource Type: Publications Website: www.transport2012.org/bridging/ressources/documents/1/556,Copenhagen_r References: Bridging the Gap-The Outcome of the Climate Conference in Copehagen and its Implications for the Land Transport Sector[1] "This paper provides a brief overview of the outcome of the UN conference and a discussion of the implications of decisions made there in respect to

156

Single-bridge unit-connected HVDC generation with increased pulse number  

Science Conference Proceedings (OSTI)

A true unit-connected generator-HVdc convertor scheme is proposed which removes the need to use two bridges in series to achieve twelve-pulse operation. Moreover, the combination of a single main bridge and an auxiliary feedback dc ripple reinjection bridge is shown to increase the pulse number from 6 to 18. This is achieved purely by natural commutation and is equally valid for rectification and inversion. The theoretical waveforms are validated by extensive experimental verification.

Villablanca, M.; Arrillaga, J. (Univ. of Canterbury, Christchurch (New Zealand))

1993-04-01T23:59:59.000Z

157

Mound bridge-wire welding, testing and corrosion seminar, Miamisburg, OH, May 7-8, 1968  

SciTech Connect

Brief summaries are presented on the following presentations: welding for low voltage operation, welding techniques at Mound, welding/joining at Sandia, Ultrasonic`s plastic assemblies of detonator components, laser welding bridge-wires, laser safety in the Biorad industrial environment, nondestructive testing at Mound, thermal cycle data and evaluation, thermal cycle nondestructive testing, corrosion of detonator electrode and bridge-wire, and corrosion studies and fabrication of bridge-wire at Sigmund Cohn.

Richards, M.A.

1968-08-07T23:59:59.000Z

158

Quantum DotBridgeFullerene Heterodimers with Controlled Photoinduced Electron Transfer  

Science Conference Proceedings (OSTI)

A series of donor-bridge-acceptor systems in the form of core/shell CdSe/ZnS quantum dot-bridge-fullerene heterodimers (see picture) with varying bridge length and varying quantum dot size were self-assembled by a surface-based stepwise method to demonstrate control of the rate and of the magnitude of fluctuations of photoinduced electron transfer at the single-molecule level.

Cotlet, M.; Xu, Z.

2011-06-27T23:59:59.000Z

159

Information Bridge: DOE Scientific and Technical Information - Widget Code  

Office of Scientific and Technical Information (OSTI)

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